HomeMy WebLinkAbout1.0 ApplicationE flCE,IVED
iviA( 1 3 2006
GAKI ,i-u-..r UUUNTY
BUILDING & PLANNING
Telephone: 970.945.8212 Facsimile: 970.3g 4.3410
www.qarfield-cou ntv. com
STAFF USE ONLY
) Doc. No.:_ Date Submitted: TC Date:
) Planner:Hearing Date:
GARFIELD COUNTY
Building & Planning Department
108 8'' Street, Suite 401
Glenwood Springs, Colorado 81601
71
22
Special Use Permit
GENERAL INFORMATION
(To be completed by the appticant.)
street Address / General Location of Property: 1058 coulty Road 21j
Par?chute, C0 81615
D Legal Description; Please see attached
) Existing use & size of Property in acres: 0f f ice Bulldine- 3 .41 acres
) Descriptionof Special UseRequested: Request for an expansion to the
Williams Production RlvlT Co. of f ice build in
) Zone District: Resouree Lands- tower Valley Fl_oor
) Nameof Propertvowner(Applicant): williams prod.uction RMf co
Address: 1058 County Road 215 Telephone ' 97 O- 285 -917 7
City:?arachute State: CO ZipCode: 816"6 FAX: q7o-28q-q
Philip Vaughan-PVCIII -1and. plannin Division
) Address: 1038 Countv Road. 32J Telephone: g 70-6 2 E-53 qO
) City: Rifle State: C0 Zip Code: 81650 FAX: 970-625-+
-nWittiifrs.gf
OFFICE
EXPAI{SION
1058 Counry Ro ad 215
Parachute, CO 8L635
Garfield Counry Special Use Permit Application
Februa ry 2006
\TILLrAMS PnoDUCrroN RMT Co.
t.
Asaminimum,specificallyrespondtoallthefollowingitemlinformationto
be submitted with this application.
il. Please submit, in narrative form, the nature and character of the Special Use requested.
Submit plans and supporting information (i.e. letters from responsibie agencies). lnclude
specifications for the proposed use including, but not limited to, the hourJ of operation, the
number and type of vehicles accessing the site on a daily, weekly and/or monthiy basis, and
the size and location of any existing and/or proposed structures that will be used in conjunction
with the proposed use, and provisions for electric power service and any other proposeO ,titity
improvements. Be specific.
12- lf you will be using water or will be treating wastewater in conjunction with the proposed use,please detail the amount of water that would be used and the iype of wastewater treatment. lfyou will be utilizing well water, please attach a copy of the appropriate well permit and any
other legal water supply information, including a water allotment contract or an approved water
augmentation plan to demonstrate that you have legal and adequate water for ine proposed
use.
Je Su.bmit a site plan /map drawn to scale that portrays the boundaries of the subject property, allexisting and proposed structures on the property, and the County or State roadways within one(1) mile of your property. lf you are proposing a new or expanded access onto a County or
State roadway, submit a driveway or highway access permit.
Jq Submit a vicinity map showing slope / topography of your property, for which a U.S.G.S.
1:24,O00 scale quadrangle map willsuffice.
JS. Su.bmit a copy of the appropriate portion of a Garfield County Assessor's Map showing ail thesubject property and public and private landowners adjacent io your property (which should bedelineated). ln addition, submit a list of all property owners, public and private landowners and
their addresses adjacent to or within 200 ft. of the site. This information can be obtained from
the Assessor's Office. We will also need the names (if applicable) of all mineral right owners ofthe subject property. (That information can be found in your titie policy under Exceptions to
Title).
Jo submit a copy of the deed and a legal description of the subject property.
Jl. lf you are acting as an agent for the property owner, you must attach an acknowledgement
from the pi'operty owner that you may act in his/her behalf.
Ja. submit an statement that specifically responds to each of the following criteria from section
5.03 of the Zoning Regulations:
I ttl Utilities adequate to provide water and sanitation service based on accepted
engineering standards and approved by the Board of County Commissioners shall either
be in place or shall be constructed in conjunction with the pro[osed use.
Jtzl Street improvements adequate to accommodate traffic volume generated by theproposed use and to provide safe, convenient access to the use shall either be in plate orshall be constructed in conjunction with the proposed use;
Jtgl Design of the proposed use is organized to minimize impact on and from adjacent
uses of land through installation of screen fences or landscape materials on the periphery
of the lot and by location of intensively utilized areas, access points, lighting and signs insuch a manner as to protect established neighborhood character;
J, Depending on the type of Special Use Permit requested, you may need to respond toadditional review standards in the Garfield County Zoning Reiolution Section 5.oo
[Supplementary Regulations]. This may include uses such induJtrial uses [section 5.03.07 &5'03.081, Accessory Dwelling Units [section 5.03.21], Utility tine/Utitity Substations, etc. Specific
a.
b.
1.
2.
3.
obtained from this office
or information can be
.lro. n $400.00 Base Fee: Applicant shall sign the "Agreement for payment,, form and provide thefee with the application.
/tt.suumit.2.copies of this completed application form and all the required submittal materialstothe Building and Planning Department. Staff will request additional copies once the SpecialUse Permit application has been deemed technically complete.
II. PROCEDURAL REQUIREMENTS(ThefollowingstepsoutlinehowthespewproceSsworksin
Garfield County.)
lub1it this completed application form, base fee, and all supplemental information to theGa.rfield County Planning Department. lt will be received and given to a Staff planner whowill review the application for technical completeness.
Once the application is deemed technically complete, the Staff planner will send you aletter indicating the application is complete. ln aOOition, Staff will also send you a ,,public
Notice Form(s)" indicating the time and date of your hearing before flre glaro of CountyCommissioners. Prior to the public hearing, Staff will provide you with a Staff Memorandumregarding your requested Special Use. (lf Staff deteimines you application to be deficient,a letter will be sent to you indicating that additional information is needed to deem youiapplication complete. )
It is solely -the Applicant's responsibility to ensure proper noticing occurs regarding therequested Special Use and the public hearing. If proper notice has not ocCurred, thepublic hearing will not occur. Notice requirements are as follows:
Notice by publication, including the name of the applicant, description of the subjectlot, a description of the proposed special use and nature of the hearing, and thedate, time and place for the hearing shall be given once in a newspaper of generalcirculation in that portion of the County in wh-ich the subject property is loclted atleast thirty (30) but not more than sixty jOo; Oays prior to the date of such hearing,and proof of publication shall be presented at hearing by the applicant.
Notice by mail, containing information as described under paragraph (1) above,shall be mailed to all owners of record as shown in the County Asiessor's bffice oflots within two hundred feet (200') of the subject lot and to all owners of mineralinterest in the subject property at least thifty (50) but not more than sixty (60) daysprior to such hearing time by certified return receipt mail, and receipis'shall bepresented at the hearing by the applicant.
c' The site shall be posted such that the notice is clearly and conspicuously visiblefrom a public right-of-way, with notice signs provided Oy tne planning Depirtment.The posting must take place at least thirty (30) but noi more than sixty (60) daysprior to the hearing date and is the sole iesponsibility of the apflicant'to post thenotice, and ensure that it remains posted untiiand during the date of the hearing.
4' The Applicant is required to appear before the Board of County Commissioners at the timeand date of the public hearing at which time the Board will conlider the request. ln addition,the Applicant shall provide proof, at the hearing, that proper notice was provided.
5' Once the Board makes a decision regarding the Special Use request, Staff will provide theApplicant with a signed resolution memoria-lizing tire action taken by the Board. Followingthe Board's approval, this office will issue the Special Use permit io the applicant. lf theBoard's approval includes specific conditions of approval to be met, this office will not issuethe Official Special Use Permit certificate until the applicant has satisfied all conditions ofapproval. The Special Use Permit approval is not finalized until this offlce has issued theofficial Special Use Permit certiflcate signed by the Chairman of the Board of CountyCommissioners.
I have read the statements above and have provided the required attached informationwhich is correct and accurate to the best of my knowledge.
\
of applicanUoiwner)Last Revised:0212006
!\rr
GARFIBLD COUNTY BUTLDING AIID PLANNTNG DEPARTMENT
FEE SCHEDULE
Garfield County, pursuant to Board of County Commissioners ("Board") Resolution No. 9g-09, has established
a fee structure ("Base Fee") for the processing of each type of subdivision and land use applications.
The Base Fee is an estimate of the average number of hours of staff time devoted to an application, multiplied'by an hourly rate for the personnel involved. The Board recognized that the subdivision and land useapplication processing time will vary and that an applicant should pay for the total cost of the review whichmay require additional billing. Hourly rates based on the hourly salary, and fringe benefits costs of therespective positions combined with an hourly overhead cost for the office will be used to establish the actualcost of county staff time devoted to the review of a particular project.
I o"ruul staff.time spent will be charged against the Base Fee. After the Base Fee has been expended, theapplicant will be billed based on actual staff hours accrued. Any billing shall be paid in full prior to finalconsideration of any land use permit, zoning amendment or subdivision ilan. If an applicant has previouslyfailed to pay application fees as required, no new or additional applications will be acc"ptld for processing untilthe outstanding fees are paid.
Checks, including the appropriate Base Fee set forth below, must be submitted with each land use application,and made payable to the Garfield Counqv Treasurer. Applications will not be accepted without the requiredapplication fee. Base Fees are non-refundable in full, unless a written request for wiihdraw from the applicantis submitted prior the initial review of the application materials.
Applications must include an Agreement for Payment Form ("Agreement") set forth below. The Agreementestablishes the applicant as being responsible for payment o? all costs associated with processing theapplication' The Agreement must be signed by the party responsible for payment and submitted with theapplication in order for it to be accepted
The complete fee schedule for subdivision and land use applications is attached.
GARFIED COUNTY BUILDING AND PLANNING DEPARTMENT
BASE FEES
The following Base Fees shall be received by the County at the time of submittal of any procedural application
to which such fees relate. Such Base Fees shall be in addition to and exclusive of any cost for publication or
cost of consulting service determined necessary by the Board for the consideration of any application or
additional County stafftime or expense not covered by the Base Fee, which have not otherwise been paid by the
applicant to the County prior to final action upon the application tendered to the County.
TYPE OF PROCEDURE
Vacating Public Roads & Rights-of-Way
Sketch Plan
Preliminary Plan
Final Plat $200
Amended Plat $100
Exemption from the Definition of Subdivision (SB-35) $300
Land Use Permits (Special Use/Conditional (Jse Permits)
BASE FEE
$400
$325
$675 + application agency review fees
and outside consultant review fees, as
authorized pursuant to the Regulations,
such as the Colorado Geologic Survey
. Administrative/nopublichearing. Board Public Hearing only. Planning Commission and Board review &
Zoning Amendments. Zone District map amendment. Zone District text amendment
$4s0
$300
$500
$500
$s00
$250
$2s0
$50.50
$40.s0
$33.7s
$30
Determined by Surveyor$
$ll-l'tpage
$10 each additional page
$250
$400
hearing $525
t Zone District map & text amendment. PUD Zone District & Text Amendment. PUD Zone District Text Amendment
Board of Adjustment. Variance. Interpretation
Planning Staff Hourly Rate. Planning Director
' Senior Planner. Planning Technicianr Secretary
County Surveyor Review Fee (includes review of Amended
Plats, Final Plots, Exemption Plats)
Mylar Recording Fee
Page2
The following guidelines shallbe used for the administration of the fee structure set forth above:
l. All applications shall be submitted with a signed Agreement for Payment form set forth below.
2. County staff shall keep accurate record of actual time required for the processing of each land use
application, zoning amendment, or subdivision application. Any additional billing will occur commensurate
with the additional costs incurred by the County as a result of having to take more time that that covered by
the base fee.
3. Any billings shall be paid prior to final consideration of any land use permit, zoning amendment, or
subdivision plan. All additional costs shall be paid to the execution of the written resolution confirming
action on the application.
4. Final Plats, Amended or Corrected Plats, Exemption Plats or Permits will not be recorded or issued until all
fees have been paid.
5. In the event that the Board determines that special expertise is needed to assist them in the review of a land
use permit, zoning amendment, or subdivision application, such costs will be borne by the applicant and
paid prior to the final consideration of the application. All additional costs shall be paid prioi to the
execution of the written resolution confirming action on the application.
6. If an application involves multiple reviews, the Applicant shall be charged the highest Base Fee listed
above.
7. Types of "Procedures" not listed in the above chart will be charged at an hourly rate based on the pertinent
planning staff rate listed above.
8. The Planning Director shall establish appropriate guidelines for the collection of Additional Billings as
required.
9- This fee structure shall be revised annually as part ofthe County budget hearing process.
Page 3
GARFIELD COUNTY BUTLDING AND PLANNING DEPARTMENT
AGREEMENT FOR PAYMENT FORM
(Shall be submitted with application)
GARFIELD COLINTY (hereinafter COTINTY) and
(hereinafter APPLICANT) agree as follows:
W1lliams Production RMT Co.
I. APPLICANT has submitted to COUNTYCo. Office Expansion an application for Williams Production RMf
reinafter, THE PROJECT).
2. APPLICANT understands and agrees that Garfield County Resolution No. 98-09, as amended,
establishes a fee schedule for each type of subdivision or land use review applications, and the guidelines for
the administration of the fee structure.
3. APPLICANT and COUNTY agree that because of the size, nature or scope of the proposed
project, it is not possible at this time to ascertain the full extent of the costs involued in proceising the
application. APPLICANT agrees to make payment of the Base Fee, established for the PROJECT, urd to
thereafter permit additional costs to be billed to APPLICANT. APPLICANT agrees to make additional
payments upon notification by the COUNTY when they are necessary as costs are incurred.
| .on,ur,i1,g ,.,#.",fltL1"""r'lJi:,H"r;il['"fli:rTl#H:';HlilLff:i ,TJ,fl:'J:n',:1ff";i;,i
application or additional COUNTY staff time or expense not covered by the Base Fee. If actual recorded costs
exceed the initial Base Fee, APPLICANT shall pay additional billings to COUNTY to reimburse the COUNTy
for the processing of the PROJECT mentioned above. APPLICANT acknowledges that all billing shall be paid
prior to the final consideration by the COLINTY of any land use permit, zoning amendment, or subdivision
plan.
APPLICAI\T
Dsls; February 15, 2006
PhiliP Yaughan- Representative
Print Name
MailingAddress: 1038 County Road J2JRif1e, C0 81650
10t2004
Page 4
LEGAL DESCRIPTION:
Garfield County Assessor Parcel Number 2409-013-00-003
Williams Production RMT Co.
Physical Address: 1058 County Road 215
Parachute, CO 81635
A TRACT OF LAND SITUATE IN THE SWI/4SW1/4, SECTION I, TOWNSHIP 7 SOUTH,
RANGE 96 WEST,6TH P.M., GARFIELD COUNTY, COLORADO, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCTNG AT THE SW CORNER OF SAID SECTION I, FROM WHICH A WITNESS
coRNER (AN IRON POST WITH BRASS CAp) BEARS N 88o21'31" W 220.00 FEET; WITH ALL
BEARINGS CONTAINED HEREIN BEINC COLORADO GRID BEARINGS (CENTRAL ZONE).
TRUE BEARINGS ARE OBTAINED BY ROTATING ALL BEARINGS HEREIN COUNTER
cLocK-wISE 01037'28"; THENCE ALONG THE WESTERLY SECTION LINE oF SAID
SECTION I N 06029'20" E 1336.05 FEET TO THE NW CORNER OF SAID SWI/4SWI/4;
THENCE s 50026'52" E 580.83 FEET To rHE TRUE poINT oF BEGINNING; THENCE S
50026'52" E 429.38 FEET; THENCE s 39037'28" w 355.22 FEET To rHE NORTHEASTERLY
RIGHT-OF-WAY LINE OF COUNTY ROAD NO.2I5;
THENCE ALONG SAID COUNTY ROAD RIGHT.OF-WAY LINE N 48OOO'OO'' W 336.44 FEET;
THENCE ALONG SAID COUNTY ROAD RIGHT-OF-WAY LINE ALONG A SPIRAL CURVETo THE RIGHT, THE CHORD oF WHICH BEARS N 45038'35" w 93.55 FEET;
THENCE N 39037'28'' E 333.0I FEET TO THE TRUE POINT OF BEGINNING.
TABLE OF CONTENTS
WLLIAMS PRODUCTION RMT CO.
OFFICE EXPANSION
IO58 COUNTY ROAD 2I5
PARACHUTE, COLORADO
SPECIAL USE PERMIT
2A06
l. Special Use Permit Application
(Items I through 1l are arranged as called for in the Garfield county
Special Use Permit "Application Submiual Requirements")
2. Introduction including overview of project, Garfield county
Comprehensive Plan of 2000 and Garfield County zoningResolution
compliance.
2a. Site pictures
3a. Water System
3b. Wastewater System
4. Project Drawings
5. Garfield County Road & Bridge Department- Access Issues
6. Vicinity Map
7. Garfield County Assessor's Maps
8. Listing of Adjacent Property Owners adjacent to or within 200' of the
subject property.
Page 1 of3
9. Deed &Legal Description of Property
10. Authority of Authorized Representative
I l. Impact Statement- Cover Letter
(The items prepared within section I I are arranged as called for in the
Garfield County Supplemental Regulations Section 5.03.07 and are
additionally compliant with Garfi eld County Supplemental Regulations
Section 5.03.08 items #l-#4 Industrial Performance Standards)
l.A. Existing lawful use of water.
l. Construction Stormwater Management Plan
2. Spill Prevention Control and Countermeasure Plan.
3. Domestic Water System- Please see attachment'o3a Water
System".
1.B. Impacts on adjacent land
1. Vapor- There is not vapor anticipated for this activity.
2. Dust- Statement on Dust Control.
3. Smoke- There is not smoke anticipated for this activity.
4. Noise- Statement on Noise Abatement.
5. Glare- Statement on Glare Abatement.
6. Vibration- There is not vibration anticipated for this activity.
1.C. Impacts on Wildlife
l.D. Impacts of Truck and Automobile Traffic.
l.E. Distances from Abutting Property. Letter attached regarding
abutting property.
Page 2 of 3
1.F. Mitigation Measures Proposed. Please see mitigation measures
noted in each of the submittal items.
2.A. Site Rehabilitation Plan
Attachment: Geotechnical Report
12. Perforrnance Standards as detailed in Garfield County
Supplementary Regulations 5.03.08 (5)
5A. Storage of flammable or explosive solids or gases.
58. Enclosures.
5C. Materials or wastes transferred off property.
5D. Storage of heavy equipment.
5E. Storage area sizing.
5F. Lighting to be pointed downward and inward.
6. Water Pollution. Please see submittal in I l.l.A.1 SWMp and
11.1.A.2 SPCC.
Page 3 of3
PVCMI
Land Planning Division
1038 County Road 323
Rifle, CO 81650
Ph.970-625-s3s0
Fax 970-625-4522
Email: pvcm@direcwa)r.com
March 10,2006
Mr. Mark Bean
Director
Garfield County Building and
Planning Department
108 8th Street, 4ffi Floor
Glenwood Springs, CO 81601
Dear Mr. Bean,
Please consider this packet our application for a Special Use Permit for the Williams
Production RMT Co. Office Expansion located at 1058 County Road #215 Parachute,
Colorado 81635.
1. Project Description: The proposed office expansion is a 25,511 square foot- 2 story
addition to an existing I story 4,320 square foot building.
The existing and proposed office building are located on an approximate 3.41 acre parcel,
Garfield County Assessor Parcel #2409-013-00-003 owned by Williams Production RMT
Co.
The existing I story 4,230 square foot building was permitted via a special use permit in
1997 via Garfield County Resolution 97 -25 dated Apnl 7 , 1997 . A recorded copy of the
resolution is attached.
Garfield County Resolution 97-25 included both Parcel 4, the parcel that the existing and
proposed building are located on and Parcel 3, the lot located directly East of Parcel 4
also owned by Williams Production RMT Co. Parcel 3 is Garfield County Assessor
Parcel #2409-013-00-009 and is approximately 3.16 acres.
This Special Use Permit application only applies to Parcel 4. As a note of clarification,
Parcel 4 and Parcel 3 are individually defined parcels in legal description and assessor
parcel number.
Each parcel stands independent of the other and has utilities and legal access defined for
each parcel.
Page I of5
Williams Production RMT Co. understands that any Special Use Permit issued by
Garfield County runs with the land.
The existing office building and the proposed expansion are well-placed within this
property to reduce impacts on adjacent properties. Additionally, the property is bounded
to the South by similar natural resource development businesses.
The growth of Williams Production RMT Co. as a result of increased natural gas
exploration in Garf,reld County, has necessitated the expansion of the existing 4,320
square foot office building.
Williams Production RMT Co. has designed the building and site to be a comerstone of
the Williams Production RMT Co. operations in Western Colorado.
Williams Production RMT Co. currently has approximately 50 personnel working on-site
as office staff. The expansion of the office building will allow for these 50 personnel to
have offrces and conference areas that are not afforded by the current office building.
At this time, Williams Production RMT Co. does not have plans to exceed 50 office
personnel at this location.
Please find attached pictures of the existing office building and the surrounding area in
Tab 2a- Site Pictures.
2. Existing zoning: The current office building parcel zoning is Resource Lands- Lower
Valley Floor. The Garfield County Zoning Resolution Section 3.10.04 notes "Resource
Lands- Gentle Slopes and Lower Valley Floor. Uses. special: allowed by permit only:
Industrial support facilities which would include: material handling, pumping facilities,
elecfric distribution, warehouse facilitieVstaging areas, water impoundments, utility lines,
utility substations, pipelines; extraction, processing, accessory uses to the obove..."
We see that the proposed office building expansion meets the Garfield County Resource
Lands- Gentle Slopes and Lower Valley Floor special use permit designations under
"accessory uses to the above" within 3.10.04.
We arrive at this conclusion through the following:
A. There is an existing office building that was determined in 1997 by Garfield County
to meet the requirements set forth in the Garfield County Zoning Resolution Section
3.10.04 as an accessory use to an industrial support facility and a special use permit was
issued via Garfield County Resolution 97-25.
Page 2 of 5
B. Please see Tab 6-Vicinity Map. Williams Production RMT Co. owns the following
properties that are contiguous to the subject parcel:
i. Garfield County Assessor parcel number 2409-013-00-009 directly East of the
subject parcei
ii. Garfield County Assessor parcel number 2409-014-00-011 that is Northwest
of the subject parcel that is 432.12 acres in size. Please note that the rail spur
southwest of this parcel, is an easement and thus contiguity of Williams
Production R.\'IT Co. property is maintained across the rail spur.
iii. Within 1.75 miles of the 432.12 acre parcel Williams Production RMT Co.
owns Garfieid County Assessor parcel number 2171-332-00-019 that
encompasses 1333 acres and includes the Parachute Creek Gas Plant and the Man
Camp office buiiding for Williarns Production RIVIT Co.
This offrce building expansion parcel is contiguous to major land holdings within
the Parachute Creek drainage. z\dditionally, the proposed offioe expansion is
within Williams Production RMT Co. area of operation for natural gas
expioration.
3. Surrounding zoning: Resource Lands and the existing uses are Industrial and
Agricultural.
4. Garfield County Comprehensive Plan of 2000: The Garfield County
Comprehensive Plan of 2000 notes this pr<;ject in Study Area 3. Natural Resource
extraction is detailed in Section 9 of the o'Goals, Objectives, Policies and Programs"
locatedonpage 17.
"Garfield County recognizes that under Colorado Law, the surface and mineral right
intcrests have cenain legai rights and privileges, including the right to extract and
develop these interests. Furthermore, private property owners also have certain legal
rights and privileges, including the right to have the mineral estate developed in a
reasonable manner and to have adverse iand use impacts mitigated."
Policies Section 9.1 notes:
"Garfield County, to the extent legally possible, will require adequate mitigation to
address the impacts of minerai extraction on adjacent landorvners. These fiieasures rlay
include the following:
A. Landscaping and screening;
B. N{odification of phasing or area to be rnined;
C. Roadway improvements and signage;
D. Saf'e and efficient acccss routes;
E. Drainage improvemenrs to protect surface and groundwater"
We see that the proposed Williams Production RMT Co. office expansion meets the
Garfield County comprehensive plan goals, objectives, policies and programs. We have
addressed each ofthe policies stated in 9.1.
Page 3 of5
Additionally, the Williams Production RMT Co. Office Building special use permit
issued in 1997 and the functioning of the office over the last 9 years has demonstrated
compliance with the Garfield County Comprehensive plan.
5. Referral Agencies:
We had a pre-application meeting with Mr. Fred Jarman of the Garfield County Building
and Planning Department on December 5, 2005.
We have met and/or spoken with many of the referral agencies to review the proposed
plant expansion and to review agency concerns and issues.
Please find below status of meetings with referral agencies to date.
A. Garfield County Road & Bridge Department- December 13, 2005 phone
conversation with Jake Mall and an on-site meeting with Jake Mall was held on
December 30, 2005. We agreed that a new traffic analysis would be prepared for
the office expansion.
Additionally, the project civil engineer, Sam Atkins, met on-site with Assistant
Garfield County Engineer Jeff Nelson to discuss site issues and access.
We have addressed these items in submittals in sections 5 "Access Issues" and
11.1.D. o'Traffic".
B. Grand Valley Fire Protection District- January 19, 2006 and other early
January 2006 conversations with David Blair regarding the office building
expansion. David Blair provided flow and pressure information for the fire
hydrant in the cul-de-sac on 1120106. There was a conversation regarding fire
protection and fire sprinkler systems. We have addressed these items in a
submittal in Performance Standards section 12.5.A.
C. Town of Parachute- December 8, 2005 meeting with Town of Parachute
Administrator Juanita Satterfield, Town of Parachute Planner Laura Diaz and,
Town of Parachute Engineer Mark Austin. We have addressed the items noted by
the Town of Parachute throughout our application packet. We are preparing an
application to the Town of Parachute to respond to the Town of Parachute
Ordinance #492 regarding the Watershed Protection District.
Additionally, we will be upgrading our existing water tap provided by the Town
of Parachute and we will be tapping the central sanitary sewer provided by the
Town of Parachute. A will-serve letter for water and sanitary sewer is attached in
tab 3a-Water and tab 3b-Wastewater.
D. Colorado Division of Wildlife- Parachute District CDOW officer J.T.
Romatske has been alerted of the project but a response has not been received at
this time. our response regarding the office expansion is in submittal I 1.1.c.
Page 4 of5
E. Steve Anthony- Garfield County Vegetative Management- Mr. Steve
Anthony was contacted regarding the office expansion. We have incorporated the
items discussed in ll.2.A Site Rehabilitation plan.
6. Impact Statement-
Please find this information in submittal number 1l in the application.
7. Performance Standards as detailed in the Garfield County Supplementary
Regulations 5.03.08 (5)
Please find
application.
8. Utilities-
information in submittal number 12 "Performance Standards" in the
A. Water- Town of Parachute- Please see Tab 3a attached.
B. Sanitary sewer- Town of Parachute- Please see Tab 3b attached.
C. Electricity- Xcel Energy- Please see attache d 12120/05 "will serve" letter.
D. Natural Gas- The existing building is served by a2",225 psi, gas line that is
fed from the Williams Production RMT Co. Grand Valley Gathering System
8" line. We propose to use this source of natural gas for the existing and
proposed office building expansion. If the parcel and building are purchased
from Williams in the future, we have included a will-serve letter from Xcel
Energy agreeing to serve the building.
E. Telephone- Qwest currently serves the office building and will continue to do
so.
Please contact me with any questions.
Sincerely,
Sts-fsW
Philip B. Vaughan
President
PVCMI
Page 5 of5
b0)
[*.. 1..
:
STATE OF COLORADO
County of Gafretd
At r regular hcaring of thc Board of County Commissioners for Garfield County,
Colorado, held in thc Commissioners' Meeting Roorq Garfidd County Courthouse, in Glenwood Springs
oo Monday , the 7th . of April A:D. 19-97--, there were present:
Merian I- Smith . Comrnissioner Chairman
lohn Martin . Cornmissioncr
I-arrv McCown Commissiorrcr
Don DeFord , County Attomey
Mildred Alsdorf . Clerk of the Board
Chuck Deschencs , County Adminictrator
when the following proccedings, Brnong othcrs were had and dong to-wit:
RESOLUTION NO. pL=2a ..
A RESOLUTION CONCERNED WITH THE APPROVAL OF A SPECHL USE PERMIT FOR
BARRETT RESOURCES CORPORATION
IVHEREAS, the Board of County Commissioners of Gar6cld County, Colorado, has reoeived
application fmm Barrcn Resourocs Corporation to allow the construction of a permuteot ofrcc building and
rdated structurcs and drc clunge in the setbacks required within the R/L Gentle slopes - lower valley floor)
zonc district on hc following described tract of land:
See Attached: Exhibit A
:
(in the State of Coloredo and the County of Garfield); and
WHEREAS, the Board held a public.hearing on tlrc lst day of July; 1996, upon thc quertion of
whether the abovedescribod Special Use Pcrmit ehould be grantcd or denied, at urtich hcaring the prblic
and Lrtercsted peisons were given thc oppornrnity to Gxprcss their opinions regarding thc issuancc of said
Special Use Permit; and
WHEREAS, the Board on the basis of substantial cornpet€nt cvideocc produced at the
aforernentioned hearing, has rnade the following determination of fact:
l. That propcr publication rnd public notice was provided as rcquired by lew for thc hearirg
bcfo.re thc B'oard of County Commissioncrs.
)
)ss
)
H#l?l',HI!ll"#!'#.tI'U[HU'[I'I"
Ihd ttc lrcaring before the Bosrd of Cour*y Cor:unisiorers wss efiilensive and cornplete, that
all pertirrcnt facts, matters and issres rrrere submitted and that all intcrested partics were hcard
at that hearing.
Thrt the application is in cornpliancc with the Garfield County ZnrungResolution of 1978,
as amendod.
4. For the above stated and other reasons, thc proposed use is in the bcst intcrest of the health,
sa.frfy, tuals, ccruenience, order, prosperity and welfare of the citizens of Garfield County.
NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Gerficld
Couty, Coloradq ttrat *E Spcdd Use Pcrmit be ud hcrcby is authorizod perurhing the ure ofthe abovc
desoribed fiact of lend for the constnrction of a pormanent ofEce building anO reluod struclures and tbe
change in tbe setbacks required within thc R/L (gentle slopes - towcr vrllcy floor) zonc distrct, upon the
following specifi c conditions:
t. That all rcproscntations of thc applicant, either within the application or stEted at ttre headog
before the Board of County Commissioners, shdl bg conridered conditioru of approval.
2. Tlut the applicant shall havc 360 dalr from the date of the conditional approval to mccr Bll
condilioru set forth. Thc Specid Use Permit shall be is$€d whco all conditions stated hercin
ate rnet ad sttall eryire 360 days after is$ance unless construction or uEG have conrmencad.
3- That the applicani shall consult with and receive a driveway perrrit from Garfietd County
Road and Bridge thpartmert rqardrng thc additionat acc€ts from Couory Road 215, prior
rtrffif##"d*ffi #L#,";#HH#:ffiI,Hx;
4. That the proposed "crcw trailer, is specifically not permitted.
5. That prior to issrance of a building pcrmit, the applicant shall prcparc and gubmit a soils and
foundation rcporl and an I.S.D.S. design prepared and ccrtified by a profcssbnal enginegr.
All improvcmenB shdl bc constructed in accordanco with nrch mcasures, which sball be a
coadition ofthe building pennit.
6- A[ coostructior *all conforrr to all applicable portions of ihe 1994 Uniform Buitdiag Code.
'1. Thar, by appronrl oftbe Special Use Pcrmit, all yard sotbacke for the luUjoct tracg ofhnd, ar
rccorded in Book 899 Pagcs 213-215 of the Garfield County Clerk and Recordcr'r Office
shsll b€ 25 fcel from the propcrty line. AII other zoring requircmcnts of the RIL - gentle
slopes and lower valley floor - zone distria shall rcmsin in effecr.
E. That the applicant's $sted means ofreclarnation ard rehrbilhation of thc site will bc sufficiert
to adequatdly rcolaim the sitg pursuant to Section 5.03.07 2(A) of thc Garfield Curnty
I lilll lrl[ illll ffi[ llllll tilllllul lru il] ffil
i66?ag er.roElts$, Gt:3lf !1tla Fg u7
2 of 5 n O.m 0 O.0e il G.m GffiFIELD adfiTY cLEn
2.
3.
:
Zoning Resolution of 1978, as amendod. Reclamrtion of the site will be required upon
c$sation of the uses allowed by this Special Use Penuit requost unlery another special use
pcrmit is issued.
Dated $fu 8th day of Apr i I , A.D. 19 9 7
ATTEST:GARFIELD COLTNTY BOARD OT
COMMISSIONERS, GARFIELD COUNTY,
COLORADO
("
Upon motion duly made and seconded the foregoirg Resolution was adopred by the following vote:
Commissione F- Martin
Conmissioner tarrv L. PleCotrn
STATE OF COLORADO
County of Garficld
l, .-, County Clerk lnd ex-officio Clcrk of tlre Board of Couniy
Commissionss in and for thc County and State aforcsaid do hcrcby certjfry- that the anncxed ard fisrcgoing
Rcsolution is truly copied &om thc Rocords of thc Procecding ofthe Board of County Conprisnioners for
said Garfield County, now in my offoe,
-i
IN WIINESS WHEREOF, I have hereunto set my hand and cfExed the rcal of said C;ounty, at
Glenwood Spongs, this _ day of AD. l9_.
County Clerk and sx-ofrcio Clerk of the Board ofCounty Commissioncrs
Aye
Aye
Aye
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)ss
)
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DEC-a8-aAAS 11:36 FR0l'1:DESIQ{WECIFI-ST 97?,?4517ef TD:19786?545??
2538 BlidrmannAwnuo
Grand Junaioru Colorado EtfOS
P.1
aEc 2 t 200|.
a @ XcelEnergy'
December20,2005
Ron Slade
Budse &Associates
2518 Monument Rd.
Grand Jrurction, CO I 1503
If I can be of funher assistance, please contast me at 970-24+2695 or 970-24+2661
FA)C
Tillrnon lvfcSchooler
Planner,'Westem Division
DearlvIr. Slade,
The area at 1058 CounryRoad2l5 in Parachute is in Public Service C-o of C-olorado's
service rcrriroryand *iti U* served byPublic Service C, in accondance with the Rules
*a n"g"L.io* or, file with the Colorado Public l-hilities Commission at the dme of
applicatioru
O O XcelEnergy-
Ldarch 2,2006
Pt illip Vaughn
1038 C-ountyBd,32J
Rifle, m 81650
Dearlvlr. Vaughn,
The Mlliams Prodrrction office building in Parachrre (1058 C-ountyM. 215) is in
Public Service Co of C-oloradot gar andebaric servici territoryand canlwill be
sgrvld.bf Pub_lic Service Co in aciordance with the Rules and ftguhtions on file with
the Colondo rfublic llilities c.ommission at the n"'e of applicani6n.
2t(B Blk$mann Avpnue
Grand Junction, C.olorado 81805
If I can be of funher assistance, please contact me at 97G24+2695 o1970-24+2661
FAX
Planner, \Testern Division
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PVCMI
Land Planning Division
1038 County Road 323
Rifle, CO 81650
Ph.970-625-5350
Fax970-625-4522
Email: DVCII
Project: Williams Production RMT Co.- Office Building Expansion
Submittal ltem Number: 3a. Water System
A. Domestic Potable Water Use: There is an existing water tap that serves the domestic
water needs of the Williams Production RMT Co. office building.
Please see page C2 "Utility Composite Plan" prepared by Atkins & Associates dated
l/10106 under tab 4-Project Drawings.
This plan shows a new 2" domestic water line connection to the existing water line in the
cul-de-sac and a new 4" fire line for the new fire sprinkler system.
Please find a will-serve letter attached from the Town of Parachute agreeing to upgrade
the existing water tap.
B.Irrigation Water: The existing drip irrigation system is served via the domestic Town
of Parachute water tap. The Town of Parachute has requested that we find an altemative
means of providing irrigation water other than the domestic tap.
The new site inigation drip system will be served by a 3,300 gallon buried irrigation
vault located at the Southeast corner of the property. Please see page C2 "Utility
Composite Plan" prepared by Atkins & Associates dated 1110106 and an irrigation vault
detail on C4 under tab 4-Project Drawings.
The vault will have a pump with a timer control for irrigation of the plantings detailed on
drawings LP-l and LP-2 dated lll7106 under tab 4-project Drawings.
This irrigation vault is filled with water as-needed via a water truck utilizing the attached
contract between Williams Production RMT Co. and Toby's Vacuum Truck Service.
The contract notes that up to 15,000 gallons per week will be supplied to the site for
irrigation use. This irrigation water usage per week was determined by the design team
as a more-than-adequate amount of irrigation water to establish and maintain the
landscaping on-site.
direcway.com
Page I of2
The above information illustrates that the Town of Parachute water tap provides adequate
legal and physical water to serve the office expansion and that the irrigation water issues
have been addressed.
Please contact me with any questions.
Sincerelv-tI"\NrR-
President
PVCMI
Page 2 of 2
TOWIV OF PARACHUTE
PO Box 100
222 Grand Vr *I/ay Parachute co 81635
Telephone: (970) 2 I 5-7630
Facsimile: (9 70) 2 I 5-029 2
Building & Planning Technician
Laura Diaz
February 23,2006
Phil Vaughan Construction Management, [nc.
1038 County Road 323
Rifle, CO 81650
Re: Williams Production RMT Co., Office Expansion
Dear Mr. Vaughan,
! have received your request for a "will serve letter" for the proposed Williams Production
RMT Co. Office Expansion located at 1058 County Road 215 Parachute, Colorado 81635.
Williams Production currently has a water tap with the Town of Parachute that serves the
existing office building. The proposed expansion will increase the water EQR on the existing
tap. The sanitary sewer is being served by an on-site Individual Sewage Disposal System-,
therefore a new sewer tap will be required,
The Town of Parachute will serve Williams Production RMT Co. Office Expansion located
at 1058 County Road 215 Parachute, CO with an increased water tap and a sanitary sewer
tap.
Please- submit your tap applications upon receipt of approval by Garfield County or at time
of building permit.
If you have any questions or concerns please contact me at the number above.
Sincerelv-n
J-o-r-^^^*L-.. =.d
LauraDiaz
Building & Planning Technician
CONTRACT FOR WATER SUPPLY
ild
THIS CONTRACT FOR WATER SUPPLY made this b- a"y of March, 2005. ("Effective Date") by and
between Toby's Vacuum Truck Service, Inc. ('TOBY") and Williams Production RMT Company
("Williams") is predicated on the following:
WHEREAS, Toby is in the business of providing water to third parties for constnrction and domestic
purposes; and
WHEREAS, Williams is constructing an addition to the existing office building ("Addition") and as a
result of such construction, will require water for irrigation concerning landscape for the office
building.
WHEREAS, Toby has agreed to supply water to Williams for water for inigation concerning
Iandscape for the ofiice building.
NOW, THEREFORE, for and in consideration of the promises and agreements herein provided, the parties
hereto agree as follows:
l. TOBY will provide to Williams up to 15,000 gallons of water a week for inigation of the newly planted
landscape for a period of 20 years. TOBY shall supply all water required and requested by Williams.
2. TOBY agrees to provide a copy of this Agreement to the Garfield County Planning Department as
evidence of a project water supply in an entitlement proce€ding in which Williams is currently engaged.
3. TOBY will transport and deliver the water to the Office Building Site pursuant to Williams's instmctions.
(D o. As consideration for the foregoing Ageement Williams agrees to pay to TOBY delivery and gallon age
fees as per the most current TOBY rate schedule during the period of this contract for domestic non-potable
purposes for personnel.
5. This Agreement shall have a term of twenty (20) years ("Term") unless extended by mutual agreement of
the parties.
6. TOBY represents and warrants that the water supplied shall be of th€ quality required by Williams'for
Williams'needs.
7. This Agreement shall be governed by the laws of the state of Colorado, without regard to the conflict of
The within Agreement shall be binding upon the parties hereto, their successon and assigrs.
Toby's Williams Production RMT Company
By
Steve Soychah Dis
Page I ofl
PVCMI
Land Planning Division
1038 County Road 323
Rifle, CO 81650
Ph.970-625-5350
Fax970-625-4522
Email:
Project: Williams Production RMT Co.- Office Building ExpanSion
Submittal Item Number: 3b. Wastewater System
The existing office building is served by an individual sewage disposal system South of
the existing building.
Please see page C2 "Utility Composite Plan" prepared by Atkins & Associates dated
1110/06 under tab 4-Project Drawings. This existing ISDS will be removed as per the
instructions noted on this plan page and all applicable local, state and federal
requirements.
The existing and new office building will be connected to the existing sanitary sewer and
manhole on the East side of County Road 215 and is noted on Page C2.
Please find a will-serve letter attached from the Town of Parachute agreeing to provide a
sanitary sewer tap for this project.
Please contact me with any questions.
Sincerely,
Qxs*s\"g
Philip B. Vaughan
President
PVCMI
Page I ofl
TOWN OF PARACHUTE
PO Box 100
222 Grond Vt Way Parach co 81635
Telephone: (970) 285-7630
Facsimile: (9 70) 2 I 5-029 2
Building & Planning Technician
Laura Diaz
February 23,2006
Phil Vaughan Construction Management, Inc.
1038 County Road 323
Rifle, CO 81650
Re: Williams Production RMT Co., Office Expansion
Dear Mr. Vaughan,
I have received your request for a "will serve letter" for the proposed Williams Production
RMT Co. OfficeExpansion located at 1058 County Road 215 Parachute, Colorado 81635.
Williams Production currently has a water tap with the Town of Parachute that serves the
existing office building. The proposed expansion will increase the water EQR on the existing
tap. The sanitary sewer is being served by an on-site Individual Sewage Disposal System,
therefore a new sewer tap will be required.
The Town of Parachute willserve Williams Production RMT Co. Office Expansion located
at 1058 County Road 215 Parachute, CO with an increased water tap and a sanitary sewer
tap.
Please submit your tap applications upon receipt of approval by Garfield County or at time
of building permit.
If you have any questions or concerns please contact me at the number above.
Sincerelv.
*o.-^^*i)-, A
LauraDiaz
Building & Planning Technician
PVCMI
Land Planning Division
1038 County Road 323
Rifle, CO 81650
Ph.970-625-s3s0
Fax 970-625-4522
Email : pvcm@direcway.com
Project: Williams Production RMT Co.- Office Building Expansion
Submittal Item Number: 4 Project Drawings
Please find the following project drawings attached and stamped by the design
professional responsible for the drawing.
1. Drawing LP-1, Landscape Legend,t{otes/Details prepared by Design Specialists dated
t/t7/06.
2. Drawing LP-2, Landscape Plan prepared by Design Specialists dated 1117106.
3. Drawing EC-1, Existing Conditions Plan prepared by Design Specialists dated lllT/06.
4. Drawing SP-I, Overall Site Plan prepared by Design Specialists dated l/17/06.
5. Drawing C1 of C5, Site Dimension Plan prepared by Atkins and Associates, Inc. dated
t2lt3l05.
6. Drawing C2 of C5, Utility Composite Plan prepared by Atkins and Associates, Inc.
dated l/10106.
7. Drawing C3 of C5, Grading and Drainage Plan prepared by Atkins and Associates,
Inc. dated l2ll3l05.
8. Drawing C4 of C5, Paving and Miscellaneous details prepared by Atkins and
Associates, Inc. dated l2ll3l05.
9. Drawing C5 of C5, Utility Details prepared by Atkins and Associates, [nc. dated
U10106.
10. Drawing ES-1, Electrical Site Plan prepared by Design Specialists dated ll18106.
11. Drawing ES-2, Footcandle Analysis prepared by Design Specialists dated 17106.
l2.Exterior light fixture cut sheets that correspond to Drawing ES-l and ES-2.
Page 1 of2
13. Final Drainage report dated 1127106 prepared by Atkins & Associates, Inc.
Please note that as per a meeting in December 2005 between Sam Atkins and Assistant
County Engineer Jeff Nelson, Mr. Nelson requested that the drainage study include
parcels 4 (subject property) and parcel 3 to the East. The drainage study was prepared
taking into account both parcels.
Please contact me with any questions.
Sincerely,
S\r[r\q:Philip B. Vaughan
President
PVCMI
Page2 of2
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/L LtfiuoNtA LIGHrING'
FEATURES & SPECIFICATIONS
INTENDED USE - ldeal for parking areas, street lighting, walkways and car
lots.
CONSTRUCTION - Rugged, die-cast, soft corner aluminum housing with
0.12'nominal wall thickness. Extruded 4" soft corner arm for pole or wall
mounting is standard. Die-cast door frame has impact-resistant, tempered,
glass lens that as fully gasketed with one-piece tubular silicone.
FINISH - Standard finish is dark bronze (DDB) polyester powder finish, with
other architectural colors available.
OPTICAL SYSTEM - Anodized, aluminum hydroformed reflectors: IES full
cutoff distributions R2 (asymmetric), R3 (asymmetric), R4 (forward throw)
and R5S (square). High-performance anodized, segmented aluminum
reflectors IES full cutoff distributions SR2 (asymmetric), SR3 (asymmetric)
and SR4SC (forward throw, sharp cutofo. Segmented reflectors attach with
tool-less fasteners and are rotatable and interchangable.
ELECTRICAL SYSTEM - High reactance, high power factor ballast for
100W150W. Constant-wattage autotransformer for 175-400W. Super CWA
Pulse Start ballast required for 200W, 320W and 350W (must order SCWA
option). Ballast is copper-wound and 100% factory-tested. Porcelain,
horizontal, position-oriented, socket with copper alloy, nickel-plated screw
shell and center contact. Medium-base socket used with 100W & 150W,
mogul-base socket used with 175-400W. UL listed 1500W-600V.
LISTING - UL Listed (standard). CSA Certified (see 0ptions). UL listed for
wet locations. lP65 rated in accordance with standard IEC 529.
Soft Square Cutoff Lighting
KAD
METAL HALIDE
100w, 150w, 175W, 200W,
250W, 320W, 350W, 400W
20' to 35' Mounting
Standard Dimensions
EPA:I2 fr",
Weight: 41 lbs (18.6 kg)
Length: 17-112' (44.5 cm)
-T
1-118"
(18.1 cm)
I
widrh: 17-112" (44.5 cm) I I I
o"pii' r-usi(ia.r cm) l- o'-l-- n-yz'--------].
(10.2 cm)(44.5 cm)
ORDERING INFORMATION
Choose the boldface catalog nomenclature that best suits your needs and write
it on the appropriate line. Order accessories as seParate catalog number.
Example: KAD 400M R2 120 SPDO{ LPI
KAD 1OOM
KAD 15OM
KAD 175M
KAD 2MM
KAD 25OM
KAD 320M1
Hydroformed Reflectors
R2 IES type ll asymmetric2
SPD09 Square pole (9" arm)s
RPD04 Round pole (4" arm)
RPD09 Round pole (9" arm)s
WWDO{ Wood pole or wall (4'arm)
WWDO9 Wood pole or wall (9'
arm)5,6
WBDOI Wall bracket (4'arm)6
WBD09 Wall bracket (9" arm)6
L/Arm (When ordering KMA,
DAD'I2)
Shipped Separately
KMA Mast arm adapter
KTMB Twin mounting bar
DAD12P Degree Arm (pole)
DAD12WB Degree Arm (wall)
SF Single fuse (i20, 211,347Y, nlafBl
Dt Double fuse (208, 240,480Y, nla
TB)
PER NEMA twist-lock receptacle
only (no photocontrol)@
ULP Less lamp
PD Power Traylo
WTB Terminal Wiring Blockto
QRS Quartz restrike system (250W
maximum, lamp not included)7
csA CSA Certified
SCWA Super CWA Pulse Start Ballast (n/a
100w & 175W)
Shipped Separately6
PEI NEMA twist-lock PE (I20, 208,
240V)
PE3 NEMA twist-lock PE (347V)
PE{ NEMA twist-lock PE (480V)
Pt7 NEMA twist-lock PE (277V)
HS House-side shield (R2, R3, R4)
(sR2, SR3)
KADVG Vandal guard
XADWG Wire guard
KADWBA Decorative wall
bracket
Architectural Colorsl
Standard Colors
l-DFDmi?drr.=*IPDWH White
DBI Black
Classic Colors
DMB Medium bronze
DilA Natural aluminumI DsS Sandstone
DGC Charcoal gray
DTG Tennis green
DBR Bright red
DSB Steel blue
\ro---T---
I vor,"g"
I
120
2083
2403
271
311@
TB4
Segmented Reflectors
SR2 IES type ll asymmetric2
SR3 IES type lll asymmetric2
SR{SC IES type lV forward throw
NOTES;.l Reducedjacket ED28 lamp must be used with SR2, SR3 & SR4SC oPtics.
2 House-side shield available.
3 Consut factory for availability in Canada.
4 Optional multi-tap ballast (120, 2O8, 24O, 277V1.
5 The SPD09. RPD09 or WWD09 must be used when two or more luminaires
are triented on a 90'drilling pattern.
5 May be ordered as accessory.
7 QRSTD available in select wattages; consult factory.
8 Additional architetural colors available; please see Architectural Colors
brmhure, form no. 794.3.
I Must use RPD09.
lo Only available with SR2, SR3, and SR4SC optics.
Accessories: Teno n Mounti ng Sl i plitter
Order as seParate catalog number.
Number of fixtures
Tenon 0.D. One Two@180" Two@90" Three@12-0" Three@99' Four@9O-'
@ T2o-320s T2o-390e T2o-490e
2-118'. T25-190 T25-2S0 T25-290e T25-320 T25'390e T25'$0s
4" T35-t9o T35-280 T35-290e T35-320 T35-390s T35'{90e
Shipped lnstalled ln Fixture
Outdoor Sheet #: KAD-M AL-370
r;r.tot R
KAD
KAD 400M Arm-mounted Soft Square Cutoff
Coefficient of Uti lization
KAD R4 Test no. .ttel1to1o.l
-+
o .,'ou'.'r't'"'0.i"'t'T''o*.u
R2 r"rt no. 1193083.101
COETTICIENT Of UTILIZATION
400W Metal Halide lamp, 32,000 rated lumens,
Footcandle values based on 30'mounting
height, Distribution Type ll, cutoff.
400W Metal Halide lamp. 32,000 rated lumens,
Footcandle values based on 30' mounting
height, oistribution Type lv, cutoff.
6
2
tsI-!2
I
zol
or6
Ez2)z
aZ
6
4
.6
2
FI10
I
I
^?z
=o.=
E)z_5
=
JZ
a{a
l6
KAD RsS Tesr no. 11e3111901
COETFICIENT Of UTILIZATION
1.2.3.4.5
a,
Io
I0z
z
=o
o
tzlz
z
EIo
Electrical Characteristics
Line current PrimaryPrimary (Amps) dropout
Wattaqe/ballast voltage Start/0perating voltage
lnput Power Regulation
watts factor (%) Line V = Lamp lumens
400W Metal Halide lamp, 32,000 rated lumens,
Footcandle values based on 30' mounting
height, Distribution Type V. cutoff.
Mounting Height Conection Faclor
(Multiply the fc level by the correction factor)
?5 ft. = 1.44
35 ft. = 0.73
40 ft. = .56
/ Existing Mounting Height f = Correction Factor\ New Mounting Height /
120400cwA 208Peak-lead 240
Autotransformer 277
480
2.5014.00
1.4s12.30
1.2st2.00
1.10n.75
.73/1.00
55
95
110
125
225
90+455 t10Yo = t10%
Tested to current IES and NEMA standards under stabilized laboratory conditions. Various operating
factors can cause differences betwen laboratory data and actual field measurements. Dimensions and
specifications on this sheet are based on the most current available data and are subject to change
without notice.
Notes:'I Photometric data for other distributions can be accessed from the Lithonia Lighting website. (M.lithonia.com)
5
0
-bR\#\
NN+-x )
KAD R3 Test no. 1192040902
COETFICIENI OF UIITIZATION
.1 .2 .3 .4 .5 .6
2
F-,l;
I
Iz0=
fo
'o
Ez3z
7z
G6
1
40oW Metal Halide lamp. 32,000 rated lumens,
Footcandle values based on 30'mounting
height, Distribution Type lll, cutoff.
KAD R4HS rest no. 1le2ool101
.1 .2 .3 .1 .5 6
2
-'l 9
Eoz
frio
E)z
=JZ
I
1"
400W Metal Halide lamp, 32.000 rated lumens,
Footcandle values based on 30' mounting
height, Distribution Type lV, cutoff.
AtLtrHoNtA LtGiHrtNG.
-7
Sheetft KAD.M
An\\cuityBrandsCompany
Lithonia Iighting
Acuity Ligining Grup, lnc,
Outdooa
One Lithonia Way, Conyers, GA 30012
Phone: 770-922-9000 Fax: 770-91 8-1 209
ln Canada: 160 avenue Labrosse, Pointe-Claire, P.Q., HgR 1A1
www.lithonia.como 2000 Acuity tighting Group, lnc., Rev. 9/04
.1 .2 .3 .4 .5
.6
2
1
2
3
I
/LLtrHaNtA LtEHrrnle"
FEATURES & SPEGIFICATIONS
INTENDED USE - ldeal for parking areas, street lighting, walkways and car
lots.
CONSTRUCTION - Rugged, die-cast, soft corner alurninum haring with
0.1f nominal wat thickness. Extruded ,f soft corner arm for pole or wall
rounting is standard. Die-cast doo fuame has imPact-resistant tempered,
glass lens lhat is fully gasketed rvfth one-pece tubdar silicone.
FINEH - Stardard finish is dart bronze (DDB) polyester powder finish, with
other architectural colors available.
OPTICAL SYSTEM - Anodized, aluminum hydroformed reflectors: IES full
cutotr disrributions R2 (asynmeric), R3 (asymmaric), R4 (forward throar)
and R5S (square). H(h-performance anodized. segmentd aluminum
reflectors IES full cutoff distrihnions SR2 (asymmetric), SR3 (asymmetric)
and SRiISC (frward ttrow. sharp cutoff). S€gmented reflectors attach with
tool-less fasteners and are rotatable and interchangable.
ELECTRICAT SYSIEM - HEh reactance, high power factor ballast for
100Wn50W. Comtant-wattage autolransformer for 175-400W. Super CWA
Pulse Start ballast required for 200W, ?0W and 350W (must order SCWA
option). Eallast is copper-wound and 100% factory-tested. Porcelain.
horizontal, po6ition-dented, socket with copper alloy, nhkd-plated screw
shell and center contacl lvledirrm$ase socket used with lm\A/ & 150W,
mogul-base socket used with '1754fi)w. UL listed 1500W-6Om/-
LIST|NG - UL Listed (standard). CSA Certified (see Opttuns). UL listed for
wet locations. lms rated in accordance with standard IEC 529.
Catalog Nuder
Notes lType"5J
T-_ SRr
soft square Gutotr L(FtirR
KAD
METAL HALIDE
100w. 150w, 175W, 200W,
250W, 3mW, 350W, 100W
20' to 35' Mounting
Stan&rdDinerciorc
EPA: 1.2 ft.2
Weighu 1l lbs (18.6 kg)
Lerqth: 17-1lI (41.5 cm)
-T
1-118'
(18.1 cm)
I
wr<tth: 17-12 (14.5 cm) I I I
Depth: 7-1l& (18.1 cm) f- l'-l- fl-12-----4
(10.2 cm)(44.5 cm)
ORDERING INFORMATION
Choos€ the boldface catalog norenclature that best suits your needs and Mite
it on the appropriate line. Order accessories as separate catalog numbs.
KADE$E s-R\sc \to Seooqo ffi]-ffiffi
xAD 10it
xAIl 151'M
XAD 175M
rAD 2ilnn
(AL 25mi@
KArr:l50ll
KAD IOtrMI
lm
2S3
2rd
277
3t,@
TB{
NOTES:
1 Reducedja€ket EO28 lamP must be used with SR2, SR3 & SR4SC oPtics.
2 Hou*-side shield available.
3 Consut factory for availsbitity in Canada.
a Optioflsl muhi-tap ballast (12O, 208, 210, 277V1.
5 The SPIXR, RPD09 or WWOG) must be used when two or more luminaires
are oriented on a 90'drilling Pattern.
5 May be trdered as acessoor.
? QRSTD availaue in select w6$Ages; Consult faclory.
8 Additimal arEhitEtural 6lors avallable; please see Architectwal Colq-s
bretf,re, fm rc. 794.3.
I Mus.t use RP[XX,.
10 Only availabte whh SR2. SR3. ard SR4SC oPrbs-
Example: KAD {00M R2120 SPD04lPl
lffiohrmed leflectors
R2 IES type ll asyrrnerriC
m IES type lll asyrnnretric2
R{ IES type lV foruard $rolf
R5 IES type V square
Segmented Retlectors
SRI lES type ll asymmetriC
(@\ (standard)
--rspd-3ffi6iliG.,,,r
RPD0I Round pole (f arm)
RPDO9 Round pole (9'arm)5
WWDOI Wood pole or wall (4'arm)
WWDOT Wood pole or wall (9
arm)s'e'
WBITOI Wall bracket (l'arm)o
WB[D'! Wall bracket (9" arm)o
UArnr (When rdering KMA,
DAD12)
*appea Separat€!,
ftlA Mast am adapt€r
f,ItlB Twin mountirg bar
DAD12P Degree Arm (pole)
DAD12UB tlegree Arm (wa[)
SF Single fuse (120,277,317V, n/a TB)
DF tlouble ftrse (208, 240, 1t[N, n/a
TB)
PER NEMA twist-lock receptacle
only (ns photocontrol)@
l/LP Less lamp
PD Power Trayro
WTB Terminal Wiring Bockto
QRS Quaru resrike systar (25(M_
nraxim.rn hnp rrct hcluded'
CSA CSA Certilied
SCWA Supe CWA Pulse Start Batlast (n/a
lfi)w&175W
Shigped Separatelf
PEI NEMA twist{ock PE (120, 208.
210V/)
PE3 NEMA twist-lock PE (317V)
PE{ NEMA twistJock PE (480V)
PE7 NEMA twist-lock PE (277V)
HS House-side shield (R2, R3, R4)
(sR2, SR3)
(ADVG Vandal guard
KADWG Wire guard
LADWBA Decorauve wall
bracket
Architectrral Colorst
. Standard Colors/.
-
( DDB Oart bronze\,\--- sradad-,
DWI White
DBL Black
Classic Colors
DMB Medium bronze
DilA Natural aluminum
DSS Sandstone
OGG Charcoal gray
DTG Tennis green
DBR Bright red
DSB Steel blue
Accessories: Tenon Mounting Sli plitter
Order as separate catalog number.
Tenon O.D. One Two@180" Two@90i Three@140" Three@99" Four@90-'
2-3lr r2o-190 u0-2tI-T2o-2!0t izt-rm'g t2o-tgoe r:20-$0e
2-7t8' 125-190 r25-2tC tz4.-?,,0o t?5'32O r25-$0e T25{00s
1' T35-1tO ru-280 r35-ad 135-320 r35-:t!0e r35490e
$ipped krsalled ln Fixtrre
Outdoor Sheel ft KAD.M AL-370
o
CO lrrTO I'SERIES
Lithonia Lighting - The best value in lighting
f! u rwoatu Ltoitifi rnfl E "
,4n{flf,d.}frdn*Conpa+'
Page I of2
S \"* S*\.*
SPACING
Angle
0
90
180
CRITERIA
Value
3.25
1.39
0.27
0
5
10
CANDELA VALUES:
0515253545
2,6212,621 2,621 2,621 2,621 2,621
2,771 2,801 2,793 2,796 2,771 2,80',1
2,847 2,9212,868 2,839 2,857 2,844
55 65 75 85 90 95
2,621 2,621 2,6212,621 2,621 2,621
2,746 2,753 2,732 2,660 2,667 2,621
2,801 2,811 2,801 2,738 2,707 2,628
lnorrrelcounnruv lenooucrslnesounceslsn-esrNFo ITRATNTNG lotsrnteuronslcorurncr [-
LITH OII IA PH OTO M ETRI CS
[utu(PR00lfTffficfl ,snP o 0r4
PHOTOMETRIC DATA FILE VIEWER
Following the the basic photometric performance for the product you selected. For e
use a lighting design software package such as Visual.
TEST: LTL9483
MANUFAC: LITHONIALIGHTING
LUMCAT: KAD 320M SR4SC
LUMINAIRE: AREA LIGHT WITH HIGH PERFORMANCE SR4SC OPT
LAMPCAT: MH320WU/ED28/PS
LAMP: ONE 320-WATT CLEAR ED-28 METAL HALIDE, HORIZ(
-PRODUCTGROUP: OUTDOOR
-l N FOLI N K: www. lithonia.com/visualfi es/ies.asp?vfile=
Number Lamps: 1
Lumens Per Lamp: 29700
Photometric Type: TYPe C
Luminous Width: 1.25 ft
Luminous Length: 1.25ft
Luminous Height: 0 ft
Ballast Factor: 1
lnput Watts: 368
Efficiency (Total): 35.9 %
Efficiency (Up): 0.0 %
Efficiency (Down): 35.9 %
hup://www.lithonia.com/LibraryllESFiles/lESView.asp?FileName:\Lithonia-Lighting\Ou... 211812006
Lithonia Lighting - The best value in lighting Page2 of2
15 2.994 3,0M 3,004 2,9U 2,894 2,887 2,882 2,893 2,832 2,789 2,758 2,628
20 3,176 3,184 3,098 3,055 2,925 2,900 2,839 2,771 Z6U 2,560 2,553 2'343
25 3,338 3,303 3,252 3,145 3,019 2,969 2,851 2,710 2,596 2,487 2,373 2,222
30 3,597 3,549 3,539 3,384 3,162 3,016 2,925 2,710 2,646 2,499 2,419 2'101
35 4,549 4,514 4,260 3,870 3,4',t 1 3,191 2,936 2,756 2,6y 2,412 2,351 1,990
40 5,279 5,236 5,021 4,681 3,995 3,531 3,041 2,789 2,459 2,214 2,1351,706
42.5 5,27s 5,248 5,244 4,982 4,393 3,809 3,222 2,879 2,499 2,187 2,021 1'507
45 5,6& 5,677 5,448 5,083 4,699 4,1923,637 3,037 2,634 2,158 1,939 1,464
47.5 6,074 6,072 5,950 5,373 4,780 4,458 3,705 3,209 2,617 2,244 1,968 1,390
50 6,470 6,454 6,338 5,919 5,010 4,491 3,759 2,738 2,560 2,403 2,033 ',|,380
52.5 7,063 7,106 6,971 6,599 5,621 4,583 3,574 2,707 2,312 2,115 2,165 1,484
55 8,349 8,366 7,899 7,235 6,3U 4,737 3,508 2,700 1,990 2,029 2,021 1,570
57.5 9,226 9,191 8,960 8,075 6,852 5,015 3,610 2,7891,9291,8181,7121,423
60 8,521 8,567 8,646 8,677 6,996 4,866 3,913 2,969 1,939 1,5621,4* 1'179
62.5 7 ,645 7,643 7,885 7,949 6,7il 4,917 4,324 3,346 2,051 1,378 1,283 913
65 6,966 6,977 7,447 7,475 5,728 4,874 4,204 3,402 2,226 1,415 1,274 747
67.5 6,743 6,715 6,599 6,865 5,664 4,737 4,020 3,282 2,236 1,4* 1,261 748
70 5,962 5,8',t1 5,740 5,858 5,196 4,658 3,830 3,019 1,904 1,527 1,240637
72.5 4,590 4,577 5,A03 4,669 4,566 4,655 3,600 2,437 1,5401,325 999 395
75 3,004 3,133 3,995 4,075 3,926 3,822 3,0291,781 1,042 990 691 ',192
77.5 7BO 802 1,210 1,634 2,480 2,257 ',1,781 1,192 661 432 370 59
80 212 198 284 346 483 636 891 790 561 235 159 25
82.5 0 I 16 37 91 111 192 301 313 137 50 0
850 0 0 0 0 0 0 0 12 0 0 0
87.50 0 0 0 0 0 0 0 0 0 0 0
900 o o o 0 0 0 0 0 0 0 0
45
56,893
79,449
101,729
0
90
24,273
20,767
't8,392
0
AVERAGE LU MINANCE (cd/sq.m)
0
55 100,275
65 1 13,550
75 79,956
850
<Sllcultf8 rands*Acuity Brands Home I Contact Info I Terms of Use I Privacy Policy | @ 2006 Lithonia Lighting, All rights r
http://www.lithonia.com/LibrarylIESFiles/IESView.asp?FileName:\Lithonia-Lighting\Ou... 211812006
Lithonia Lighting - The best value in lighting
{!umruuLtcittfir tG'
An<€{drntfffE*Crrpilf
-T*+*s* G*o.o
Page I of3
I Horrre I corueemv I enooucrs I nesouncrs I snr-rs ruro I TRAINtNG lotsrnteurons I corurncr I-
LITHOHIA PHOTOMETRICS
0lllH(PR00IETSEtRtll cfip o 0rl
: Select Product Types ffi'mi____ffi
.:@, \rS
PHOTOMETRIC DATA FILE VIEWER
Following the the basic photometric performance for the product you selected. For e
TEST: LTL9478
MANUFAC: LITHONIALIGHTING
LUMCAT: KAD 3s0M SR2
LUMINAIRE:AREALIGHTWTHHIGHPERFoRMANCESR2oPTIcS
l-AMPCAT: MH350WU/ED28/PS
LAMP: ONE 350-WATT CLEAR ED-28 METAL HALIDE, HORIZC
-PRODUCTGROUP: OUTDOOR
-INFOLINK: www.lithonia.com/visual/ies/ies'asp?vfile=
Number Lamps: 1
Lumens Per LamP: 33300
Photometric TYPe: TYPe C
Luminous Width: 1.25 fi
Luminous Length: 1.25ft
Luminous Height: 0 ft
Ballast Factor: 1
lnPut Watts: 400
Efficiency (Total): 77.4 o/o
Efficiency (UP): 0.0 %
Efficiency (Down): 77.4 %
Value
1.71
2.74
1.03
CANDELA VALUES:
05152535455560
o 3,'169 3,169 3,169 3,169 3,169 3,169 3,169 3,169
2.5 3,363 3,257 3,291 3,299 3,276 3,204 3,289 3,285
5 3,326 3,358 3,384 3,358 3,367 3,273 3,273 3,313
7.5 3,446 3,521 3,512 3,411 3,417 3,4U 3,276 3,427
62.5 65 67.5
3,169 3,169 3,169
3,285 3,2U 3,213
3,241 3,358 3,259
3,257 3,341 3,330
SPACING CRITERIA
Angle
0
90
180
http://www.lithonia.co mlLibrarylIESFiles/lESView.asp?FileName=\Lithonia-Lighting\Ou... 211812006
-+#
Lithonia Lighting - The best value in lighting Page 2 of3
1o 3,661 3,666 3,683 3,643 3,609 3,584 3,593 3,527 3,534 3,531 3,499
12.5 3]23 3,754 3,751 3,735 3,763 3,820 3,811 3,747 3,747 3,766 3,761
15 3,742 3,716 3,699 3,738 3,801 3,858 4,062 3,943 4,012 3,870 3,957
17.5 3,709 3,6123,7923,807 4,0024,156 4jil 4,043 4,159 4,015 4,056
20 3,723 3,692 3,870 3,924 4,263 4,306 4,332 4,210 4,30',1 4,247 4,201
22.5 3,824 3,861 3,978 3,979 4,314 4,391 4,459 4,301 4,410 4,374 4,427
25 3,790 4,093 4,246 4,187 4,535 4,590 4,7il 4,782 5,049 5,194 5,348
27.5 3,6714,015 4,559 4,305 4,644 4,855 5,646 6,189 6,540 6,8'14 7,030
30 3,761 3,976 4,845 4,483 4,945 5,567 7,256 7,754 8,149 8,2',13 8,307
32.5 3,545 3,993 5,021 4,459 5,317 6,463 8,448 8,875 8,996 8,916 8,892
35 3,642 3,657 4,881 4,644 5,7957,469 9,309 9,228 9,359 9,105 9,084
37.5 3,408 3,5294,701 4,9216,115 8,897 10,U29,948 9,872 9,744 9,722
40 3,616 3,358 4,417 5,066 6,898 10,024 11,389 11,17s 11,250 11,114 11,11(
42.5 3,389 3,235 4,074 4,985 7,583 11,22212,17412,397 12,677 12,58612,56t
45 3,055 3,282 3,744 4,270 6,970 11,317 13,329 ',14,426 14,94514,84214,Ut
47.5 2,892 3,254 3,626 4,184 6,127 11,196 14,51216,236 15,694 ',15,243 14,842
50 2,836 3,195 3,792 4,414 6,181 12,16915,161 15,011 15,037 14,808 14,471
52.5 2,636 3,172 4,232 4,618 5,933 12,31014,781 15,4',19 15,659 15,458 15,41t
55 2,836 3.187 4,273 4,776 5J501',I,018 ',l5,410 16,967 16,901 17,168 16,53:
57.5 2,565 3,003 4,071 4,374 5,1759,792 15,885 17,571 17,72918,177 17,744
60 2,364 2,619 3,946 4,048 4,902 8,593 14,885 16,897 17,82218,089 17,87S
62.5 2,049 2,248 3,436 3,794 4,332 7,323 14,263 18,272 19,828 21,016 21,642
65 1,504 1,727 2,823 3,157 3,610 7,039 15,12418,882 20,898 22,93223,81i
67.5 1,288 1,445 2,321 2,760 3,230 6,472 12,210 14,807 16,086 17,404 18,39:
70 798 1,045 1,659 2,116 2,578 4,511 8,049 10,175 1',|,062 11,957 12,731
72.5 560 562 974 1,298 1,952 2,660 3,747 4,390 4,455 4,701 5,239
75 100 207 403 446 893 1,392 955 1,251 1,364 1,349 1,381
77.5 119 135 59 181 138 204 221 415 363 484 420
80 55 31 85 86 0 103 81 81 195 207 166
82.5 25 8 77 12 27 U 55 22 77 1',12 103
850 31 12 31 8 0 0 36 0 18 62
87.50 18 3 3 0 0 0 0 0 12 0
900 0 0 0 0 0 0 0 0 0 0
55
55
75
85
45
132,331
114,739
37,050
0
90
92,372
251,403
32,898
0
AVERAGE LUMINANCE (cd/sq.m)
0
34,062
24,516
2,662
0
qcuJtfE rafids*Acuity Brands Home I Contact Info I Terms of Use I Privacy Policy I O 2006 Lithonia Llghting, All rights r'
http://www.lithonia.com/LibrarylIESFiles/IESView.asp?FileName:\Lithonia_Lighting\Ou... 211812006
/L LniFtoNtA LtGit{ritNE"
rJrunes & sPEctFlcArto's
INTENDED USE
For entrances, stairwells, corridors and other pedestrian areas.
c0t{sTBUcTl0l{
Rear housing is rugged, corrosion-resistant die-cast aluminum. Front covsr
is one-piece Uv-resistant iniection molded polycarbonate, internally painted.
Captiva sxternal hardware is specially treated for corrosion resistance and
includes slotted hex-head and tamperproof fasteners.
Ftt{tsH
Oark Bronze (DDBI corrosion-resistant polyester powder.
OPT|GAT SYSIETi
0ne-piece die-formed reflector is diffused aluminum. Refractor is clear UV
stabilized polycarbonate, prwiding IES cutofl distribution and maximum lat-
eral light ouQut Frora cover is sealed and gasketed to inhibit tho entrance of
outside contaminonts.
ELECTRIGAL SYSTEITI
Ballast is hiqh reactance, high power factor, copper wound and 100% factory
tosted. UL listed. Componefib are heat-sinked direcdy to $e cast housing for
maximum heat dissipation (For 50 hertz availability. consuh factory.l
Porcelain, horizomally oriented medium'base socket widr copper alloy, nickel-
plated screw shell and center contact UL listed 660W, 600V and tt&V pulse
rated.
Medium-base lamp included with fixture.
rr{sTAuArmiI
Mount to any vertical surface or to a 4" round squars outlet box. Back
cess through gasketed slot. Top wiring access through U2'threaded r
duit entry. (Through-wiring requires use ol a conduit teel. Photocells
Number
Cutoll Mini Wall-Packs
TWAC
METAT HALIDE
50w,70w, l00w
Specilications
Height
width:
i ac- pepth:
con- Weight:
ate
Itr l25.4cmltl-ltt la,.Zcnl
8-15116" QLTcnl
l0 lbs. (4.53k9)
lield-installa ble.
usrr{G
UL listed for wet locations. lP65 listed' Listed and labeled to comply with Cana-
dian and Mexican Standards (see options).
0RDERING INFORMATION Example:rwAc 50MI20rPl
Chsse the boldlace cstslog oomenclature that best suits your needs and wrhe it on ths approptiate
lire- order accessories as separste catalog numbers lshipped ssparatelyl
ls"ri"rl l**n"ll lvoh"g"ll options I
TWAG I lamP I lm Slipped inrtallad atr Iixluro f,otl Usted and labeled to comply
Hlt 2lB' SF Single tuse (lZl, m,347VF with Mexican Standards
6 z{ltr ttF Double fuse (20s, 210w (consult lactorv)
t00ll Ztt lllp Highpowerfactorbalast %
341 EC Emergencycircuit'i @
TB2 0Gt2 Emergency circuit 12 voh (35tl1, lamp -Y1'
tt:t]tl'
.
incluJed std.l6 Arthitccorat Golors (optionall
0C2012 Emergency circuit 12 volt (2(M lamp DltlA Natural aluminum
NOTES:
1 Consult faclory for availability in
Canada.
in cl uded)
2DC12 Emergency circuit I2 volt {2 35W
lamps included std.)6
2OC2OI2 Emergency circuit 12 volt (2 20W
lamps includedl
ORS 0uartz restrike sYstam{5
CR Enhanced corrosion-resistance
CBT Non-stick protective coating'
GSA Listed and labeled to comply with
Canadian Standards
DBL Black
DMB Medium bronze
DWH White
OSS Sandstone
3
4
5
6
7
Optiooal muhi-tap ballast
l1?{. 20E.240,27Tv1 l$ Cal,. a d a'l 70, 21 1,
347V; ships as 120/347.
Not avsilable with mutti'tap ballasl.
Lamp not included.
Ouartz lamp wattage oot to exceed
bsllast wattage ratiog.
Not available wilh ORS, EC or N0M.
Black finish on housing onlY.
Accessories
order as seParate catrlog ntrmbor
RKI PEB| Photocell kit (120V onlYl
RKt PE81 CSA Photocell kit (120V onlvl
RKI PEB2 Photocell kit (208, 240 or 277V1
RXl PEB3 CSA Photocell kit (347V1
TWAWG Wireguard
0utdoor and Special Environments Sheet#:TWAC-M-0 BM-700
TWAC Metal Halide Wall-Pack
TWAC sOM Iest No. LIL8360 TWAC 7OM
0l?3156
50W t ebl Ha$de hmP, 85ffi rabd
lunsns. todcarde rahns based on 20
moutirq hight Distrihdim, cuffi.
0123156
701!l tiletd Halkh hmp, Szxl rahd
hmens. Fooban& values based on 20
mounting hight Distibutiott , cutoff.
Testlh. LIL8338 TWAC l00M Iest No. LIU359
0123156
lfiIr{ tkH lldide lamp, 85{xl rabd
lunpns. tokande ralrrs based oo ZI
morntine lrci$t, Distibulion, cubfi.
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Mounting Height Gorreetion Factor
(Muhiply the fc level by the correction factor)
6410.
8ft.=6.25 - 8ft.=6.25
10 fi.= rt.oo 10 ft.= 4.0o
12 tt.= 2]8 12 ft= 2.78 12 ft.= 2-7a
&LtrtJoNtA LtGiHTtNE-
AnS*nilyBands@nWny
LithoniaUghting
Acuity t&frting Group, lnc.
Ouldoor tighting
one Uthonia Way, Conyers, GA30012'3!,57
Phone: 770-922-9fi[ Fax: 70'918-t209
ln Canada:160 avsnue LaBrosse, Pointe-Claire, P.0. H9R lAl
nrryvw.lithonia.comSheet*TWAC-M-0 @199? Acuity Lithting Group, lnc,, Rw. lullS
coEnffix10f unuailH
/L217sss,12 LIEHTING'
,I*r*r, & sPEcrFrcArroNS
INTENDED USE
For entrances, stairwells, corridors and other pedestrian areas.
CONSTRUCTION
Rear housing is rugged, corrosion-resistant, die-cast aluminum. Front cover
is one-piece Uv-resistant injection molded polycarbonate, internally painted.
Captive external hardware is specially treated for corrosion resistance and
includes slotted hex-head and tamperproof fasteners.
FINISH
Dark Bronze (DDB) corrosion-resistant polyester powder.
OPT!CAL SYSTEM
One-piece die-formed reflector is diffused aluminum. Retractor is clear UV
stabilized polycarbonate, providing IES culofl distribution and maximum lat-
eral light output. Front cover is sealed and gasketed to inhibit the entrance of
outside contaminants.
ELECTB!CAT SYSTEM
Ballast is high reactance, high power factor, copper wound and 100% lactory
tested. UL listed. Components are heat-sinked directly to the cast housing for
maximum heat dissipation {For 50 hertz availability, consult factory.}
Porcelain, horizontally oriented medium-base socket with copper alloy, nickel-
plated screw shell and center contact. UL listed 660W, 600V and 4kV pulse
rated.
Medium-base lamp included with fixture.
INSTALTATION
Mount to any vertical surface or to a 4" round square outlet box. Back ac-
cess through gasketed slot. Top wiring access through 1/2" threaded con-
duit entry. (Through-wiring requires use of a conduit teel. Photocells are
field-insta lla ble.
TISTING
UL listed for wet locations. lP65 listed. Listed and labeled to comply with Cana-
dian and Mexican Standards (see options).
Catalog Number
Gutofl Mini Wall-Packs
TWAC
METAL HALIDE
50w, 70w, r00w
Specilicalions
Height: 10"(25.4cm)
Width: 1l-l/2" (29.2cm)
0epth: 8-15/16'(22.7cm)
Weight: 10 lbs. (4.53k9)
ORDERING INFORMATION
Choose th€ boldlace cat8log nomenclature that best suits your needs and wrhe it on the appropriate
SF Single fuse (t20,217,347Vl'3
DF Double luse (208, 240V)3
XHP High power factor ballast
EG Emergency circuitds
DCl2 Emergency circuit l2 volt (35W lamp
included std.)6
Example:TWAC 50M 120 tPl
NOTES:
1 Consult factory for availability in
Canada.
2 0ptional mutti-tap ballast
1120,208,2n,277Yl. ln Canada 120, 277,
347V; ships as'120/347.
3 Not available with multi-tap ballast.
4 Lamp not included.
5 0uartz lamp waftage not to exceed
ballast wattage rating.
6 Not available with OBS, EC or N0M.
7 Black finish on housing only.
DC2012
20c12
2DC2012
0Rs
CR
CRT
csA
Emergency circuit '12 volt (20W lamp
included)
Emergency circuit l2 volt (2 35W
lamps included std.)6
Emergency circuit l2 volt (2 20W
lamps included)
ouartz restrike systemrr
Enhanced corrosion-resistance
Non-stick protective coatingr
Listed and labeled to comply with
Canadian Standards
with Mexican Standards
(Consult factory)
PE Photocell
\ tPl Lamp included as slgl4g4L>\-__L-
ULP Less lamp
Architectural Golors (optionalf
DNA Natural aluminum
DBt Black
DMB Medium bronze
DWH White
DSS Sandstone
Accessories
order as separate catalog number
Rl(l PEBI Photocell kit (.l20V onlyl
RKl PEB! CSA Photocell kit (120V onlyl
Bl(1 PEB2 Photocell kit (208, 240 or 277V1
RKl PEB3 CSA
TWAWG
Photocell kit (347V1
Wireguard
line. 0rder accessories as separate catalog numbers (shipped separately). I
rwAc )trSf,., \to LP \t ^1" =i-
@ lwt"s"I It,C;l [-- option" ------l
,** | lamp | 120 Shipped installed in lixture NOM Listed and labeled to comply
Outdoor and Special Environments Sheet#:TWAC-M_0 BM-700
TWAC Metal Halide Wall-Pack
TWAC sOM Test No. LIL8360
0123456
50W Metal Halide lamp,8500 rated
lumens. Footcandle values based on 20'
mounting height, Di$ribution , cutotf.
oEE
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=3>
=
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=2L
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=
2
TWAC 1OOM Test No. LTL8359
0123456
100W Metal Halide lamp, 8500 rated
lumens. Foolcandle values based on 20'
mounting height, Distribution , cutoff.
Mounting Height Correction Factor
(Multiply the fc level by the correction factor)
6' a 10'
- 8ft.=6.258 ft. = 6.25
10 h.= 4.00 10 ft.= 1.00
'tZ f1.= 2.18 12 tt= 2.78 12 ft.= 2.78
COIFFICIENT OF UNUZAIION
70W Metal Halide lamp, 5200 rated
lumens. Footcandle values based on 20'
mountrng height, Distribution , cutofl.
ALLTTHaNIA LIEHTING-
An 9c u ity B ra n d s Com p a ny
Lithonia Lighting
Acuity Lighring Group. lnc.
0utdoor Lighting
0ne Lithonia Way, Cooyers. GA 3001 2-3957
Pho n e: 770-922-9000 Fax: 770-91 8- I 209
ln Canada: 160 avenue LaBrosse, Pointe-Claire, P.O. HgR 1A'l
ww.lithonia.comSheet ft TWAC-M-0 @1997 Acuity Lighting Group, lnc., Rev. l0/05
COETFICITNT Of UTIUZATION
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2
FINAL DRAINAGE R.EPORT
FOR
Williams Production RMT
Office Building Expansion
January 27,2006
Prepared for:
Williams Production RMT
1058 County Road 215
Parachute, CO 81635
Prepared by:
Atkins and Associates, Inc
518 28 Road, Suite 8-105, P.O. Box 2702
Grand Junction, Colorado 81502
(e70) 24s-6630
I hereby certify that this Final Drainage Report was completed under my direct
supervision.
Reviewed by:
Samuel L Atkins P.E.
State of Colorado, #38817
TABLE OF CONTENTS
I. General Location and Description
II. Existing Drainage Conditions
m. Proposed Drainage Conditions
IV. Design Criteria & APProach
V. Results and Conclusions
VI. Appendix
PAGE
1
2-3
3-4
6
Exhibit 1.0 Pre-Development Drainage Map
Exhibit 2.0 Post-Development Drainage Map
Exhibit 3.0 Grading & Drainage Plan
Exhibit 4.0 Major Basin Drainage Map
Exhibit 5.0 Rational Method Runoff Coefficients
Exhibit 6.0 Rainfall Intensity Duration Frequency Data
Exhibit 7.0 Graphical Determination of "T6" FAA Method
Exhibit 8.0 Direct Determination of "T1"
Exhibit 9.0 Rational Method Runoff Calculations
Exhibit 9.1 Storm Sewer Pipe Calculations
Exhibit 9.2 21-Year Pond Calculations
Exhibit 9.3 Z-Year Pond Calculations
Exhibit 9.4 Detention Pond Volume Calculations
L General Location and Description
Site and Major Basin Location
Williams Production RMT Office Building Expansion is located at 1058 County Road 215, in
the town of Parachute, State of Colorado, more particularly being part of Section 1, Township 7
South, Range 96 West of the 6th Principal Meridian.
Existing streets within the area of the property include County Road 215 that borders the site
along the southwest.
The site is located on Lot 4, Parcel 2409-013-00-003 containing 3.41 acres and is bordered by
Lot 3, Parcel 2409-013-00-009 to the northeast containing 3.16 acres for a total of 6.57 acres-
Both parcels are capable of being access by the shared access drive along the northwest
boundary of the site. The property northwest of the site is undeveloped with light native
vegetation. The property to the southeast of the site is currently used as light industrial purposes-
Land-use in the vicinity of the project is best described as light induskial mixed with
agricultural.
Site and Major Basin DescriPtion
Williams Production RMT Office Building Expansion contains approximately 3.41 acres with
the adjoining lot to the northeast containing 3.16 acres for a total of 6.57 acres. The site is
planned for light industrial use.
The site currently has a permanent office building structure with an approximate 4,400 s.f.
building footprint, a covered parking skucture, and three (3) temporary office trailers- A single
access from County Road 215 arrd a shared access from the cul-de-sac to the northwest are
currently the two points of entry for the site. The shared access is shared with the adjoining lot
to the northwest.
Topography of the site is considered sloping, draining from the north to the south. There are
raitoad tracks just beyond the property line of the northern lot. There were no visible culverts
along the back property line indicating the railroad tracks are the limit of the contributing
drainage area for the site. Additionally there is a concrete-lined irrigation canal known as the
Comei Ditch paralleling the railroad tracks on the north side. There is a steep bank coming off
the railroad tracks down to the property, dropping between 15-18 feet. The site itself is fairly
uniformly graded at between 2.0Yo to 3.0%.
The site soils have been identified as a sandy, silty, clay under the Unified Classification System.
This information was obtained from the Lincoln DeVore, lnc. Subsurface Soil Exploration dated
July 8, 1996. These soils are generally classified as soil type B.
No irrigation water shares were identified for the site. A holding tank is being proposed in the
northeast corner of the southern lot and non-potable water will be delivered.
I
II. Existins Drainase Conditions
Major Basin Drainage DescriPtion
The major basin areas surrounding Williams Production RMT Office Building Expansion drain
from the north to the south mainly sheet flowing or being captured in small channels. This
runoff drains to County Road 215 where it then travels southeast along the roadside swale-
Various culverts exist on County Road 215 allowing the runoff to reach Parachute Creek.
Ultimately, parachute Creek outfalls into the Colorado River. These offsite areas are shown on
the Major Basin Drainage Map (Exhibit 4.0).
Site Drainage DescriPtion
Historically, the runoff from the site drains from the north to the south. The site and adjoining
properties are fairly uniform in their grading draining in a sheet flow type or small swales to
'County Road 215. The contour lines indicate there is a portion of the adjoining lot to the west
that drains to this site. This has been identified within the Historic Drainage Area Hl and
Developed Drainage Area OSI (Exhibit 9.0). Including the offsite contribution, a total area of
7.58 acies drains across the site to the roadside swale in County Road 215.
UI. Proposed Drainage Conditions
Changes in Drainage Patterns
The developed property will still generally drain from north to south, with runoff directed to the
front of thsproperty. However, instead of directly draining to the roadside swale in County
Road 215, mosi of ihe onsite drainage will be captured and directed to the detention pond in the
southeast comer of the site. The proposed detention incorporates the area between the two
entrance driveways and the area just east of the new driveway entrance. Some of the offisite
runoff along the west side of the property will continue to directly runoff to the roadside swale,
so an additional amount of detention is being proposed to ensure the developed discharges do not
exceed the historic discharges. The detention pond areas will be incorporated in the site
landscaping. All areas of ditention will blend in with the developed landscape. This detention
pond is designed to release at no more than site historic discharges during both the Z-year and'
1O0-year storm events for both lots. (Exhibits 1'0 &2.0)
Based on the proposed land use plan, significant change to the existing drainage patterns are not
anticipated. ih. proposed drainage pattern shall continue to direct runoff from the north to the
south. Because mosi off-site flows are directed away from the project site by existing drainage
improvements, compliance with off-site drainage considerations is mitigated.
Maintenance Issues
Access to the property will be via the shared access in the northwest corner of Lot 4, or either of
the two a.""sies along County Road 215. These accesses will be maintain by Williams
Production RMT.
ry. Design Criteria and APProach
A. General Considerations
We are not aware of any previous drainage studies performed in this area specific to this site.
The development of the proposed site will not impose any constraints to future development in
this area.
B. Hvdrologv
As the project is a building expansion containing approximately 6.57 acres, the "Rational
Method" was used to calculate historic and developed flow rates. The 2-year frequency rainfall
event was considered the minor storm and the Zl-year frequency rainfall event the major storm.
Detention requirements are based on both the minor and major storm events.
This proposed site development has a building structure and parking areas with some
landsiaping and gravels areas taking up the remainder. Therefore, the developed runoff
coefflcients were derived by utitizing C Values from Table "B-1" (Exhibit 5.0), in soil type "B".
All C values were derived from this table. A composite C value for the 2-year and 25-year
events were calculated to be 0.61 and 0.65 respectively (Exhibit 9.0). For this particular site and
proposed development, these seem to be reasonable assumptions.
The Intensity Duration Frequency data (IDF) shown on Exhibit 6.0 was used for design and
analysis.
Times of Concentration were calculated based on the Average Velocities for Overland Flow
(Exhibit 7.0) and Manning's equation to calculate gutter flow velocities as shown on Exhibit 9.0.
Peak Discharge flow rates were computed for historic and developed values using the "Rational
Method".
Hydraulics
Calculations were performed to analyze the historic and developed.Z-yex atd25-year storm
event. Calculations were also performed to ensure that the proposed storm drains have the
capacity to handle the 25-year event.
Historic drainage calculations were completed considering the site and contributing offsite areas
as Basin Hl. The offsite area is that portion west of the site that is captured onsite. Refer to the
table below for the historic runoff rates.
In order to calculate the developed runoff, the site was divided into several drainage basins.
Developed runoff will be directed towards v-pans, swales and directly to the detention pond.
Once the site was divided into several basins, calculations were performed to find the peak flow
from each area. After the peak flows for each area were determined, calculations were
completed to create a hydrograph for the peak discharge for the total site. Refer to Exhibits 1.0
and 2.0 for the delineation of the pre-development and post-development drainage basins. A
triangular hydrograph was used to determine the volume of discharge. Using the NOAA Atlas
for the Z-year and 25-year 24-hour rainfalls as a comparison, this method seems to reasonably
reflect design storm routing. Below is a summary of the discharges for the historic and post
development with and without detention.
Storm Drain Capacity
The proposed storm drains have all been sized for the Zl-year frequency. Exhibit 9.1, Storm
Sewer Pipe Calculations, shows a sunmary of the pipe calculations for the proposed storm
drainage facilities. All calculations assumed a Manning's n: 0.012. Hydraulic grade elevations
were calculated using Manning's Equation.
HISTORIC
CONDITIONS
DISCF{ARGE
(cfs)
2-Year
Basin Hl t.07 Basin Hl
DEVELOPED
CONDITIONS
DISCHARGE
(cfs)
2-Year
Total Onsite Discharge
Without Detention
3.36 Total Onsite Discharge
Without Detention
Total On-Site
Allowable Discharse
0.82 Total On-Site
Allowable Discharge
Total Detained Discharge 0.82 Total Detained Discharge
Total Direct Discharge 0.25 Total Direct Discharge
v.Results and Conclusion
Following is a table showing historic and developed peak flows. Values for the developed peak
runoff represent what will be discharged offsite during that particular event after detention.
Values include the offsite contribution to the north of the development. For the calculations
performed to arrive at these values, please see Exhibit 9.0.
The proposed drainage plan includes a detention area designed to handle the 25-yr runoff and
limit the developed runoff from the site to historic values. The pond has also been designed for
emergency overflow, in which case the flow would be directed into the County Road 215
drainage system and away from the proposed building.
This Final Drainage Study has been prepared to address site-specific drainage concerns in
accordance with the requirements of Garfield County, Colorado. The developed detention areas
and supporting infrastructure design will ensure the developed flow will be less than historic
values in this area. The Appendix of this report includes criteria, exhibits, tables, design
nomographs, and calculations to support the infrastructure proposed.
HISTORIC
CONDITIONS
DISCHARGE
(cfs)
2-Year 25-Year
Basin Hl t.07 4.72
DEVELOPED
CONDITIONS
DISCHARGE
(cfs)
2-Year 25-Year
Total Onsite Discharge
Without Detention
3.36 12.60
Total On-Site
Allowable Discharge
0.82 3.68
Total Detained Discharge 0.82 3.68
Total Direct Discharge 0.25 1.04
Exhibit
Exhibit
Exhibit
Exhibit
Exhibit
Exhibit
Exhibit
Exhibit
Exhibit
Exhibit
Exhibit
Exhibit
Exhibit
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
9.1
9.2
9.3
9.4
YI. Appendix
Pre-Development Drainage Map
Post-Development Drainage Map
Grading & Drainage Plan
Major Basin Drainage Map
Rational Method Runoff Coefficients
Rainfall Intensity Duration Frequency Data
Graphical Determination of "T6" FAA Method
Direct Determination of "T1"
Rational Method Runo ff Calculations
Storm Sewer Pipe Calculations
25 -Y ear Pond Calculations
2-Y ex Pond Calculations
Detention Pond Volume Calculations
go R.l 16.1t (t],ls T.ch) U..n SlIXlNs
Pr\nrLlhus ENERG^OR II{A6^E(, t,DlYG LAYoI r: Exhiblt 3.0 (2)
FE6 05, 2000 J:21:06 P,u. LTs: 20.oo PsLTs: 0 TvlsT: J09.6, 0.0
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COEFFICIENTS EXHIBIT 5
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Modified from Mesa County*
Time
(min)
2-Year
lntensity
(in/hr)
10O-Year
!ntensity
(in/hr)
Time
(min)
2-Year
lntensity
(in/hr)
100-Year
lntensity
(in/hr)
5
6
7
B
I
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
1.11
1.47
1.03
0.99
0.95
0.92
0.89
0.86
0.83
0.81
0.79
0.76
0.74
o.72
0.70
0.68
0.67
0.65
0.64
o.62
0.61
0.59
0.58
0.57
0.56
0.54
0.53
0.52
4.41
4.23
4.07
3.92
3.77
3.64
3.52
3.41
3.30
3.20
3.10
3.02
2.93
2.85
2.78
2.70
2.64
2.57
2.51
2.45
2.40
2.34
2.29
2.24
2.20
2.15
2.11
2.O7
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
5B
59
60
0.51
0.50
0.49
0.49
0.48
0.47
0.46
0.45
0.45
0.44
0.43
0.42
0.42
0.41
0.40
0.40
0.39
0.39
0.38
0.38
0.37
0.37
0.36
0.36
0.35
0.35
0.34
0.34
2.03
1.99
1.95
1.91
1.88
1.85
1.82
1.78
1.75
'1.73
1.70
1.67
1.64
1.62
1.59
1.57
1.55
1.53
1.50
1.48
1.46
1.44
1.42
1.40
1.38
1.37
1.35
1.33
Source: Mesa County 1992 (modified)
Adjustments made from NOAA Atlas Precipitation Maps for Parachute, CO to relate
rainfall intensities to those from Grand Junction, CO area
2-Year Multiplier = 1.2
Z1-Year Multiplier = 1 .0 (factored against GJ area 10O-year rainfall intensity)
NOAA 24-HOUR PRECIPITATION FOR Parachute, CO
2-Year = 1.2 inches
25-Year = 2.2 inches
l(2) = 1.2. 26.71 / (Tc + 19.01 )
l(25) = 104.94i (Tc + 18.80)
RAINFALL INTESITY
DURATION FREQUENCY DATA EXHIBIT 6.0
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WILLIAMS ENERGY 2-YEAR DETENTION POND CALCULATIONS
2-YEAR POND CALCULATIONS
] Q Head Outflow
r cfs Ft cfs
ime to Rise (min) 17.
ime to Fall (min) 30.
otalTime (min) 48.
ischaroe (cfs) 3.36
1.60 Maximum Head
0.82 Maximum Discharge
0.82 Maximum Allowable Discharge
11225 Total Volume Provided
Orficel C 0.6(sf) 0.13s 4.98 Dia. (in)
(ft) 0
0
0.016
0.042
0.080
0.130
0.191
0.265
0.351
0.449
0.483
0.522
0.565
0.614
0.666
o.723
0.785
0.851
0.922
0.997
1.055
1.110
1 .163
1.212
1.259
1.303
1.344
1.382
1.418
1.451
1.481
1.501
1.520
1.536
1.551
1.563
1.574
1.583
1.590
1.595
1.598
1.599
1.598
1.596
0.00
0.081
2
3
4
5
6
7
8
I
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
0.
o.29
0.34
0.39
0.44
0
0.4
0
0.51
0.53
0.55
o.5B
0.60
0.1
0.1
0.
0.
0.
0.
0.
0.
0.
0.187
0.374
0.561
0.748
0.935
1.122
1.310
1.497
1.684
1.871
2.058
2.245
2.432
2.619
2.806
2.993
3.180
3.360
3.248
3.136
3.O24
2.912
2.800
2.688
2.576
2.464
2.352
2.240
2.128
2.016
1.904
1.792
1.680
1.568
1.456
1.344
1.232
1120
1.008
0.896
0.784
0.672
0.69
0.70
0.78
0.79
0.79
0.80
0.80
0.81
0.81
0.
0.
o.74
0.7
0.
o.82
0.82
0.82
0.82
0.82
POND VOLUME
Elevation Height Area Volume
62.50 0 1
63.00 0.5 1995 34
63.50 1.0 2390 14
64.00 1.5 2974
65.00 2.5 4260 63
66.00 3.5 5474 11225
2-YEAR POND CALCULATIONS
Time
min
o
cfs
Head Outflow
Ft cfs
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
0.560
o.448
0.336
0.224
0.112
0.000
1.591 0
1.585 0.82
1.577 0.82
1.567 0
1.555 0.81
f .ilZ 0.81
1.528 0.81
1.515 0.
1.501 0.80
1.488 0.80
1.475 0.79
1.457 0.
1.439 0.
1.422 0.7
1.404 0.
1.387 0.
1.370 0.76
1.353 0.76
SD Calcs Williams-0 I 3 I 06.xls EXHIBIT 9.2
WILLIAMS ENERGY 2.YEAR DETENTION POND CALCULATIONS
2-YEAR POND CALCULAT]ONS
3 Q Head Outflow
Ft
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
B8
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
1.336
1.319
1.302
1.285
1.269
1.252
1.236
1.220
1.204
1.187
1.172
1.156
1.140
1.124
1.109
'1.094
1.078
1.063
1.048
1.033
1.018
1.003
0.989
o.974
0.957
0.939
0.922
0.905
0.888
0.871
0.854
0.838
o.821
0.805
0.789
o.773
0.757
o.742
o.727
o.711
0.696
0.681
0.667
o.7
0.75
o.74
0.74
0.73
0.
0.
o.7
0.
o.71
o.71
0.70
0.70
0
0.
0.68
0.68
0.67
0.67
0.
0.
0.
0.&r
0.M
0.63
0.63
0.
0.61
0.61
0
0
0.59
0.59
0.58
0.57
0.57
0.
0.
0.
0.54
0.53
2-YEAR POND CALCULATIONS
Time O Head Outflow
min cfs Ft cfs
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
0.652
0.638
0.623
0.609
0.595
0.581
0.568
0.554
0.541
0.528
0.515
0.502
0.489
o.477
0.465
a.425
0.388
0.352
0.318
0.286
0.255
o.226
0.198
0.173
0.149
0.127
0.106
0.088
0.071
0.055
0.042
0.030
0.020
0.012
0.006
SD Calcs Williams-01 3 I 06.xls EXHIBIT 9.2
WILLIAMS ENERGY 2s-YEAR DETENTTON POND CALCULATIONS
2S,YEAR POND CALCULATI
Time O Head Outflow
cfscfsFt
-0'0.070
0.195
0.380
0.457
0.553
0.671
0.809
0.938
0.
1
2
3
4
5
b
7
B
9
10
11
12
13
14
15
16
17
1B
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
3B
39
40
41
42
43
0.796
1.591
2.387
3.182
3.978
4.773
5.569
6.364
7.160
7.955
8.751
9.546
10.u2
11.138
1 1.933
12.529
12.053
11.576
11.100
10.624
10.147
9.671
9.194
8.718
8.242
7.765
7.289
6.813
6.336
5.860
5.383
4.907
4.431
3.gil
3.478
3.002
2.525
2.O49
1.573
1.096
0.620
0.143
0.000
0.1
0.
0
o.44
0.49
0.53
0
0.63
1.085
1.248
1.428
1.574
1.733
1.893
2.060
2.231
2.391
2.501
2.603
2.697
2.785
2.865
2.939
3.006
3.066
3.119
3.166
3.206
3.240
3.268
3.290
3.305
3.314
3.318
3.315
3.307
3.293
3.273
3.247
3.216
3.179
3.137
3.094
0.
0.
0.7
0.82
1.55
1.93
2.23
2.4
2.7
2.84
2.
3.07
3.16
3.25
3.32
3
3.
3.
3.
3.
3.61
3.64
3.66
3.67
3.68
3.
3.67
3.
3.
3.
3.59
3.56
3.52
3.47
ime to Rise (min) 15.84
Time to Fall (min) 26.46
TotalTime (min) 42.30
cfs) 12.
3.32 Maximum Head
3.68 Maximum Discharge
3.68 Maximum Allowable Discharge
11224-6 Total Volume Provided
)1 C 0.6
(s0 0.135 4.98 Dia. (in)
Height (ft) 0
Orfice2 C
Area (sf)
0.6
0.396
1.6
8.52 Dia. (in)
(ft)
POND
HeightElevation
62.50
63.O0
63.50
64.00
65.00
66.00
Area Volume
01
0.5 1995
1.0 2390 1
1.5 2974 27',
2.5 4260 63
3.5 5474 11
2s-YEAR POND CALCULATIONS
Time O Head Outflow
min cfs Ft cfs
3.051 3.3.008 3.
z.BM 3.182.764 3.14
2.726 3.1
2.687 3.06
2.6s0 3.01
2.612 2.97
44
45
46
47
4B
49
50
51
52
53
54
55
56
SD Calcs Williams-01 3l06.xls EXHIBIT 9.3
2$YEAR POND CALCULA'
Time O Head Outflow
min cfs Ft cfs
57
58
59
60
61
62
63
64
65
66
67
6B
69
70
71
72
73
74
75
76
77
7B
79
BO
B1
82
B3
B4
B5
86
87
BB
B9
90
91
92
93
94
95
96
97
98
99
100
101
102
2.539
2.491
2.444
2.398
2.353
2.308
2.265
2.223
2.182
2.141
2.102
2.064
2.025
1.990
1.955
1.921
1.888
1.856
1.825
1.795
1.767
1.739
1.713
1.688
1.665
1.642
1.622
1.603
1.588
1.574
1.560
1.547
1.533
1.520
1.506
1.488
1.471
1.453
1.435
1.418
1.400
1.383
1.366
1.349
1.332
1.315
WILLIAMS ENERGY 25-YEAR DETENTION POND CALCULATIONS
2s-YEAR POND CALCUIA'
Time 0 Head Outflow
min cfs Ft cfs
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
't26
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
1.298
1.282
1.265
1.249
1.232
1.216
1.200
1.lU
1.168
1.152
1.136
1.121
1.105
1.090
'1.075
1.060
1.045
1.030
1.015
0.997
0.979
0.961
o.944
0.926
0.909
0.892
0.875
0.859
0.u2
0.826
0.809
0.793
o.777
o.762
0.746
0.731
0.715
0.700
0.685
0.670
0.656
0.641
o.627
0.613
0.599
0.585
SD Calcs Williams-01 3 I O6.xls EXHIBIT 9.3
o.74
0.73
0.73
o.72
o.72
0.71
0.71
0.7c
0.7c
0.7c
1
1
1
1
1
1o
2s-YEAR POND CALCULATIONS
Time O Head Outflow
min cfs Ft cfs
150
151
152
153
1il
155
156
157
158
159
160
161
162
163
1M
165
166
167
168
0.558
0.545
0.531
0.518
0.506
0.465
o.425
0.388
0.352
0.318
0.286
0.255
4.226
0.198
0.173
0.149
0.127
0.106
0.088
WILLIAMS ENERGY 2s-YEAR DETENTION POND CALCULATIONS
2S.YEAR POND CALCULATIONS
Time O Head Outflow
min cfs Ft cfs
169 0.071 0.1
170 0.055 0.15
171 0.042 0.13
172 0.030 0.11
173 0.020 0.09
174 0.012 0.07
't75 0.006 0.05
176 0.001 0.02
SD Calcs Williams-01 3 | 06.xls EXHIBIT 9.3
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PVCMI
Land Planning Division
1038 County Road 323
Rifle, CO 81650
Ph.970-625-53s0
Fax 970-625-4522
Email : pvcm@direcwav.com
Project: Williams Production RMT Co.- Office Building Expansion
Submittal Item Number: 5. Garfield County Road and Bridge Department Access
Issues
I met Jake Mall on December 30, 2005 at 1058 County Road 215 Parachute, Colorado.
Ann Bowers with Ann Bowers & Associates LLC, our traffic consultant, has spoken with
Assistant County Engineer Jeff Nelson regarding traffic and existing and proposed access
points.
There is an existing Garfield County Access permit for the existing access from County
Road 215 into the office building. Jake Mall at our on-site meeting recommended that
we add stop signs at the existing offices access, proposed office access and cul-de-sac
access onto County Road 215. We agree with the stop sign recommendation and have
included this detail in our drawings in Tab 4- Project Drawings, drawing Cl of C5 at the
three accesses onto County Road 215.
The attached plan SP-l Overall Site Plan included in tab 4-Project Drawings, notes the
existing access and the striping and asphalt layout on County Road 215.
We are proposing a new access onto County Road 215 near the Southwest corner of the
Williams Production RMT Co. property.
Please find attached intab 11.1.D. an Auxiliary Turn Lane Assessment dated February
2006 prepared by Ann Bowers & Associates, Inc. This report was requested by Jeff
Nelson- Assistant County Engineer and Marvin Stephens- Garfield County Road and
Bridge.
The traffic counts were manually collected from 5:30 a.m. on January 17,2006 to 5:30
a.m. on January 18,2006 and from 5:30 a.m. on January 19,2006 to 5:30 a.m. on January
20,2006.
The report summarizes on Page 7 indicating "Based on the projected trip generation for
the Williams RMT Office Building and the auxiliary lane requirements from the CDOT
Access Code detailed above, no auxiliary turn lanes are required on CR 215 for the
proposed use and access. This applies to both the existing conditions and Year 2026
Page I of2
conditions. If the back parcel re-develops in the future, the need for auxiliary lanes
should be evaluated at that time."
In conclusion, we feel that our request for the additional access point from County Road
215 is appropriate and is supported by the Ann Bowers & Associates, Inc. Auxiliary Tum
Lane Assessment dated February 2006.
Please contact me with any questions.
Sincerely,
RN*g\*+
Philip B. Vaughan
President
PVCMI
Page2 of2
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PVCMI
Land Planning Division
1038 County Road 323
Rifle, CO 81650
Ph.970-625-53s0
Fax 970-625-4522
Email : pvcm@direcway.com
Project: Williams Production RMT Co.- Office Building Expansion
Submittal Item Number: 7 Garfield County Assessor's Maps
Please find attached the following:
A. Garfield County Assessor Maps 2409, 2409-01 S Yr, and 2409-122 current as of
2n8t06.
Sandy Hotard-CPL- Field Land Manager for Williams Production RMT Co. determined
that as of 2/10106, 100% of the surface and mineral interest of the Williams Production
RMT Co. subject property shown on the Garfield County Assessors map as parcel #2409-
013-00-003 and2409-013-00-009 is owned by:
Williams Production RMT Co.
l5l5 Arapahoe Street
Tower 3, Suite 1000
Denver, CO 80202
Please contact me with any questions.
Sincerely,txs"O\"F
Philip B. Vaughan
President
PVCMI
Page I of I
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PVCMI
Land Planning Division
1038 County Road 323
Rifle, CO 81650
Ph.970-62s-5350
Fax 970-625-4522
Email : pvcm@direcway.com
Williams Production RMT Co.- Office Building Expansion
Submittal Item Number: 8 Adjacent Property Owners
The following is a list of landowners adjacent to or within 200' of the property on which
Williams Production RMT Co. is proposing to expand the office building located at 1058
County Road #215 Parachute, CO 81635. Private landowners are identified by
Assessor's Parcel Number and public lands are listed by address. This information is
accurate as of 2117106.
I . Parcel #2409 -013-00-003 (Subj ect Property)
Barrett Resources Corporation
c/o Logan & Firmine, Inc.
3615 S Huron St, Ste 200
Englewood, CO 80110
*Please note that Williams Production RMT Co. is a successor by merger to Barrett
Resources Corporation. Please see Tab 9- Deed and Legal Description, Schedule A of
the Stewart Title Commitment and the QuitClaim Deed as proof. This name change has
app'arently not been changed in the Garfield County Assessor's office.
2, Parcel #2409-013-00-009
Barrett Resources Corporation
clo Logan & Firmine, Inc.
3615 S Huron St, Ste 200
Englewood, CO 801l0
iPl.ur" note that Williams Production RMT Co. is a successor by merger to Barrett
Resources Corporation. Please see Tab 9- Deed and Legal Description, Schedule A of
the Stewart Title Commitment and the QuitClaim Deed as proof. This name change has
apparently not been changed in the Garfield County Assessor's office.
Page I of3
4.
5.
6.
3. Parcel #2409-014-00-011
Williams Production RMT CompanY
c/o Logan & Firmine
3615 S Huron St, Ste 200
Englewood, CO 80110
Parcel #2409 -013-00-002
Red Point LLC
808 County Road 215
Parachute, CO 81635
Parcel #2409 -013-00-00 I
Exxon Corp.
PO Box 53
Houston, TX 77001-0053
Parcel #2409 -122-00-006
Exxon Corp.
PO Box 53
Houston, TX 77001-0053
7. Parcel #2409-122-00-008
Aldersea, Gerhardt W & Sandra K.
925 County Road 215
Parachute, CO 81635
8. Parcel #2 409 -122-00-009
Lindauer,Ivo E
269 Lodgepole Circle
Parachute, CO 81635
9. Parcel #2409-lll-00-153
Orona, Sara Del & Howard
929 County Road 215
Parachute, CO 81635
Page 2 of3
I 0. Parcel #2409-013-00-006
Sidney and Ruth Lindauer, The Family Trust
P.O. Box 626
Parachute, CO 81635-0626
I 1. Parcel #2409-022-00-148
American Soda, LLP
c/o Solvay Chemicals
Attn. Steve Kovar
P.O. Box 27328
Houston, TX77227-7328
12. Parcel #2409-013-00-008
McKay, Evelyn G.
POBox 186
Parachute, CO 8 1 635-01 86
13. Garfield County Road #215
c/o Garfield County Road & Bridge
P.O. Box 426
Rifle, CO 81650
Please contact me with any questions.
Sincerely,
t\s""sS*q-
Philip B. Vaughan
President
PVCMI
Page 3 of3
PVCMI
Land Planning Division
1038 County Road 323
Rifle, CO 81650
Ph.970-62s-s3s0
Fax 970-625-4522
Email : pvcm@direcway.com
Project: Williams Production RMT Co.- Office Building Expansion
Submittal Item Number: 9. Deed and Legal Description
Please find attached the following:
A. Stewart Title- Order No. 05001137. Title Commitment dated 12116/05.
Schedule A and Schedule B and attachments are included.
B. QuitClaim Deed dated 2ll5l05 and recorded3l25l05 Reception Number 670954.
C. Warranty Deed dated 3l3ll94 and recorded 4ll8l94 Reception Number 461905-
D. Warranty Deed dated l2l2/55 and recorded l2l3lS5 Reception Number 367037
E. Warranty Deed dated l/7/82 and recorded2/1182 Reception Number 324261.
Please contact me with any questions.
President
PVCMI
Sincerely,
Page I of I
&s"c\s
Philip B. Vaughan-
STEWART TITLE OF GI,ENWOOD SPRINGS, INC.
1520 GRAND AVENUE
GI,ENWOOD SPRINGS, CO 81501.
(970) 945-5434
FAX NO. - (970) 945-7081
ilanuary 09, 2006 ORDER NO. 05001137
RE: 1058 COITNTY ROAD 215
owNER'S POLTCY/WTLLTAMS PRODUCTTON Rlfr
COMPANY
Thank you For using Stewart Title!
In connection with the abowe Order Nu.nber, pJ-eaee find attached the following:
TITIJE COMMITMENT X AMENDED COMMITMENT ENDORSEMEI T
PLease direct all CLOSING quesEions to: TITTE ONLY FILE
Please direct. all TITLE questions to: MIKE WOODWARD
Phone: 970-945 -5434
e-mall : mike.woodward@stewart. com
Client: SANDY HOTARD @ WILLIAUS PRODUCTION VIA E-MAIL
Sandy. Hotard@Wi I liams . com
SCHEDULE B EXCEPTION DOCIJMENTS HAVE BEEN SE}I[ TO: SANDY
PLEASE REA.D CAREFULI.Y
1. This is a ComnitmenE to issue one or more policiea of tsitle insurance In
our Standard Form when the requirementa set forth in the Cosrsribment have
been satiefied.
2. OnIy the poticies ehown are committed to. If there are any changee ln
the transacEion, order an endorsement from us. Stewart Tltle reaervee
the right to add and/or delete requiremente and/or exceptions accordlngly.
3. The datse on this ComsritrrenE is important. NOTHING after that datse has
been congidered by us.
4. Thig comritmenL ie good for 5 months only. Extensiong ghould be ordered
from us if they are needed.
SCHEDULE A
Order Number: osoo1137
O 1. Effectivedate: December 15, 2005 at 8:00 A'M'
2. Policy or Policies to be issued:
(a) A.L.T.A. Owner's (standard)
Proposed Insured:
WII,LIAMS PRODUCTION RMT COMPANY, A DEI,AWARE
CORPORATION, SUCCESSOR BY MERGER TO BARRETT
RESOURCES CORPORATION, A DELAWARE CORPOR,ATION
(b) A.L.T.A. Loan
Proposed Insured:
Amount of lnsurance
$ 1,ooo,ooo.oo
(c) Leasehold
Proposed Insured:
3. The estate or interest in the land described or referred to in this Commitment and covered herein is
fee eimple
4. Title to the fee simpte estate or interest in said land is at the effective date hereof vested in:
WILLIAITIS PRODUCTION RIff COMPANY, A DELAWARE CORPORATION, SUCCESSOR BY
MERGER TO BARRETT RESOURCES EORPORATION, A DEI,AWARE CORPORATION
5. The land referred to in this Commitment is described as follows:
SEE ATTACHED tEGAt DESCRIPTION
Purported Address:
STATEMENT OF CHARGES
1o5B coIrNTy R9AD 215 These charges are due and payable before a
PARACHUTE, CO 81535 Policy can be issued.
REISSUE RATE WII,L BE APPLIED UPON
PROOF OF PRIOR TITIJE INSI'R'ANCE
ISSUED WITHIN THE I^AST FIVE YE.ARS
Ownera Premiurn $ 2145.00
SCHEDULE A
Order Number: 05001137
LEGAL DESCRIPTION
PARCET, 1: L* 5"* o\ Ss,l"i*d P"ge.\1
A TRACT oF IJAND STTUATE IN THE SWL/4SWL/4, SECTION 1, TOIIINSHIP 7 SOUTH, RJI}iIGE
95 WEST, 6TH P.M., BEING MORE PARTICULARI,Y DESCRIBED AS FOI.LOWS:
COMMENCING AT THE SW CORNER OF SAID SECTION 1, FROM WHICH A WITNESS CORNER (AN
IRON POST WITH BRASS CAP) BEARS N 88"21'31tr W 220.00 FEET; WITH ALL BEARINGS
CONTAINED HEREIN BEING COITORADO GRID BEARINGS (CENTRAL ZONE) ' TRUE BEARINGS
ARE OBTAINED BY ROTATING AI,I, BEARINGS IIEREIN COI'NTER CLOCK-WISE OLO37'28'i
THENCE ALONG THE WESTERI,Y SECTION I,INE OF SAID SECTION 1 N 06O29'2ON E
1335.05 FEET TO THE NW CORNER OF SArD SWL/[SWL/4,
THENCE S 5O'25'52N E 580.83 FEET TO THE TRUE POINT OF BEGINNING;
THENCE S 50"26'52" E 429.38 FEET;
THENCE N 39O37'28N E 354.61 FEET;
THENCE N 51'43'07' W 357.57 FEET;
THENCE S 51o20]18tr W 354.15 FEET TO THE TRUE POINT OF BEGTNNING.
pARCEr, 2: S"V.r"d 8^pr"\
A TRACT oF LAND SITUATE IN THE SWL/4SWL/4, SECTION 1, TOWNSHIP 7 SOUTH, RANGE
95 WEST, 5TH P.M., BEING MORE PARTICUI,ARLY DESCRIBED AS FOtI,OWS:
COMMENCING AT THE SW CORNER OF SAID SECTION 1, FROM WIIICH A WITNESS CORNER (AN
IRON POST WITH BRjASS CAP) BEARS N 88o2L'3L" W 220.00 FEET; WITH ALL BEARINGS
CONTAINED HEREIN BEING COLOR,ADO GRID BEARINGS (CENTRAL ZONE). TRUE BEARINGS
ARE OBTAINED BY ROTATING ALIJ BEARINGS HEREIN COI'NTER CLOCK-WISE 01"37'28";
THENCE AI.ONG THE WESTERLY SECTION LTNE OF SAID SECTION 1 N 05O29'2ON E
1336.05 FEET TO THE NW CORNER OF SArD SWL/4SWL/4;
THENCE S 50026'52" E 580.83 FEET TO THE TRUE POINT OF BEGINNING;
THENCE S 50'25'52" E 429.38 FEET;
THENCE S 39'37'28" W 355.22 FEET TO THE NORTHEASTERTY RIGHT-OF-WAY LINE OF
COI'NTY ROAD NO. 215;
THENCE ALONG SAID COI'MTY ROAD RIGHT-OF-WAY LINE N 48"00'OO" W 335.44 FEET;
'THENCE ALONG SAID COI'}T:TY ROAD RIGHT-OF-WAY LINE ATONG A SPIRAL CURVE TO THE
RTGHT, THE CHORD OF WHrCH AEARS N 45o38'35" W 93.55 FEET;
THENCE N 39O37I28N E 333.01 FEET TO TIIE TRUE POTNT OF BEGINNING.
EXCEPTING FRoIt{ PARCEI, 1 AND/OR PARCEI, 2 TIIAT PARCEL OF LAND CONVEYED VIA
QUTTCT,ATM DEED RECORDED MARCE 25, 2005 rN BOOK 1673 AT PAGE 312 AS RECEPTTON
NO. 570954
COI'NTY OF GARFIELD
STATE OF COLORADO
SCHEDULE B
Section I
Order Number: 05001137
REQUIREMENTS
The following are the requirements to be complied with:
Item (a) Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or
interest to be insured.
Item (b) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for
record, to wit:
1. Execution of Affidavit aE to Debts and Liene, which ie attached or will be
provided at cloeing.
2. Payment of all taxea and aggessments currenEly due and payable, if any.
3. The Company requires for itg review a Certificate of Good Standing for WILLIAI'{S
PRODUCTION RMT COMPAMT, A DELAWARE CORPORATION, SUCCESSOR BY MERGER TO BARRETT
RESOURCES CORPORATION, A DEI,AWARE CORPORATION.
NOTE: Effective September 1, L997, CRS 30-1-405 requires Ehats all docunents
received for recording or filing in the Clerk and Recorder'g office eball
contain a top rnargin of ats Least one lnch and a tefE, right, and bottom margin
of at least one-half inch. The Clerk and Recorder may refuge to record or file
any document that does not conform.
SCHEDULE B
Section 2
Order Number: 05oot l-37
EXCEPTIONS
The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the
satisfaction of the Company:
1. fughts or claims of parties in possession, not shown by the public records.
2. Easements, or claims of easements, not shown by the public records.
3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct
survey and inspection of the premises would disclose and which are not shown by the public records.
4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law
and not shown by the public records.
5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public
records or attaching subsequent to the effective date hereof, but prior to the date the proposed insured acquires
of record for value the estate or interest or mortgage thereon covered by this commitment.
6. Unpatented mining claims; reservations or exceptions in patents, or an act authorizing the issuance thereof;
water rights, claims or title to water.
7. Any and all unpaid taxes and assessmenta and any unredeemed Eax sales.
8. The effect of inclusions in any generaL or specific water conservancy, fire
protection, soil conservation or other districts or inclueion in any water
service or street improvemerrt area.
9. RighE of the proprietor of a vein or lode to extsract and remove tris ore
therefrom, should the game be found Eo peneErate or inEersect Ehe preniees
hereby granted, aEt reserved in Unit,ed Statea Patent recorded April 25, 1895 tn
Book 12 at Page 419 as RecepEion No. L9293.
10. Right of way for ditchea or canals consuructed by the auEhority of the Unlted
States, as reserved in UniEed States Patsent recorded April- 25, 1896 in Book 12
at Page 419 as Reception No. L9293.
11. Right of way for the Cornell Ditch.
12. Right of way and obligatione as disclosed in Warranty Deed recorded February
10, 1892 in Book 25 ats Page 423 ae Reception No. 1-3537.
13. Prohl-bition in the matter of sale of intoxicating liquors, including
forfeiture cLause, aa disclosed in Warranty Deed recorded July 29, 1894 in
Book 32 at Page 168 as Reception No. L7529.
14. Rtght to run waste watser as contained in Warrant,y Deed recorded September L9,
1899 in Book 32 ab Page 181 as Reception No. 21991.
15. A 40 foot strip of land for the Wilcox Canal as disclosed l"n Qutt Claim Deed
recorded November 3, 1902 in Book 45 at Page 296 as RecePtion No. 27167.
Continued on next page
o
Contsinuatsion of Schedule B - Section 2
Order Number: 05001137
lG. Reservation of a waste waEer ditch as dlgcl"osed in Special Warranty Deed
recorded November 28, 1905 in Book 54 at Page 6L ae Reception No. 3L297.
17. Resolution No. 81-205 recorded iluly 9, 1981 in Book 576 at Page 458 as
Reception No. 315805.
18. EasemenE as disclosed by Warranty Deed recorded February L, 1982 in Book 591
at Page 952 as RecePtion No. 324251.
19. Eaeement as disclosed by Warranty Deed rerecorded ilanuary 2L, 1985 tn Book 582
. at page 314 as RecepEion No. 3582L4 (recorded December 3, 1-985 in Book
679 aE Page 834 aa Reception No. 367037).
20. OiL and Gas Irease recorded March 10, 1994 in Book 895 at Page 31 as ReceptsJ-on
No. 460228, and any and a1t assignmenta of record, or otherwiee, thereof, or
interests therein; and other Oil and Gas Leaseg of record, and any and aII
asaj.gngents of record, or otherwige, tshereof, or interests therein.
21. Affidavit and Not,ice Regarding Boundary Line AdJustment recorded March 25, 2005
in Book 1573 at Page 309 as RecepEion No. 570953.
22. Resolution No. 97-25 recorded April 8, 1997 in Book 1014 at Page 803 ae
Reception No. 505739.
STEWART TITLE GUARANTY COMPANY
Privacy Policy Notice
PURPOSE OF THIS NOTICE
Title V of the Gramm-Leach-Bliley Act (GLBA) generally prohibits any financial institution, directly or through
its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the
institution provides you with a notice of its privacy policies and practices, such as the type of information that it
collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the
GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of
Stewart Title Guaranty CompanY.
We may collect nonpublic personal information about you from the following sources:
- Information we receive from you, such as on applications or other forms.
-- Information about your transactions we secure from our ftles, or from our affiliates or others.
-- Information we receive from a consumer reporting agency.
-- Information that we receive from others involved in your transaction, such as the real estate agent or lender'
Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal
information will be collected about you.
We may disclose any of the above information that we collect about our customers or former customers to our
affiliates or to nonaffiliated third parties as permitted by law.
We also may disclose this information about our customers or former customers to the following types of
nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing
agreements:
-- Financial service providers such as companies engaged in banking, consumer finance, securities and insurance.
-- Non-financial companies such as envelope stuffers and other fulfillment service providers'
WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE
FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW.
We restrict access to nonpublic personal information about you to those employees who need to know that
information in order to provide products or services to you. We maintain physical, electronic, and procedural
safeguards that comply with federal regulations to guard your nonpublic personal information'
File No. 05001 I37 Stewart Title of Glenwood Springs, lnc.
PriYrcy Policy Notice (Page l)
Rev.07/2001 (YPPNI)
STEWART TITLE OF GLENWOOD SPRINGS, INC.
Privacy Policy Notice
PURPOSE OF THIS NOTICE
Title V of the Gramm-Leach-Bliley Act (GLBA) generally prohibits any financial institution, directly or through
its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the
institution provides you with a notice of its privacy policies and practices, such as the type of information that it
collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the
GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of
Stewart Title of Glenwood Springs, Inc.
We may collect nonpublic personal information about you from the following sources:
-- Information we receive from you, such as on applications or other forms.
-- Information about your transactions we secure from our files, or from our affiliates or others.
-- Information we receive from a consumer reporting agency.
-- Information that we receive from others involved in your transaction, such as the real estate agent or lender.
Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal
information will be collected about you.
We may disclose any of the above information that we collect about our customers or former customers to our
affiliates or to nonaffiliated third parties as permitted by law.
We also may disclose this information about our customers or former customers to the following types of
nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing
agreements:
-- Financial service providers such as companies engaged in banking, consumer finance, securities and insurance.
-- Non-financial companies such as envelope stuffers and other fulfillment service providers.
WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE
FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW.
We restrict access to nonpublic personal information about you to those employees who need to know that
information in order to provide products or services to you. We maintain physical, electronic, and procedural
safeguards that comply with federal regulations to guard your nonpublic personal information.
FileNo.0500ll37 Slewrrt Title of Glenwood Springs, lnc.
Privacy Policy Notice (Page 2)
Rev.07/2001 (YPPN2)
DISCLOSURE
Order No.: 05001137
To comply with the provisions of C.R.S. l0-l l-123, the Company makes the following disclosure:
(a) That there is recorded evidence that a mineral estate has been severed, leased or otherwise conveyed
from the surface estate and that there is a substantial likelihood that a third party holds some or
all interest in oil, gas, other minerals, or geothermal energy in the property; and
(b) That such mineral estate may include the right to enter and use the property without the surface
owner's permission.
File No. 05001 137
I)isclosure
Rev. 0?/2001 (YDISCLOSE)
Siewart Title of Glenwood Springs, lnc.
DISCLOSURES
Pursuant to C.R. S. l0-ll-122, notice is hereby given that:
(A) THE SUBJECT REAL PROPERTY MAY BE LOCATED IN A SPECIAL TAXING DISTRICT;
(B) A CERTIFICATE OF TAXES DUE LISTING EACH TAXING ruRISDICTION SHALL BE
OBTAINED FROM THE COIjNTY TREASURER OR THE COUNTY TREASURER'S
AUTHORIZED AGENT;
(C) INFORMATION REGARDING SPECIAL DISTRICTS AND THE BOUNDARIES OF SUCH
DISTRICTS MAY BE OBTAINED FROM THE BOARD OF COIJNTY COMMISSIONERS, THE
COUNTY CLERKAND RECORDER, OR THE COUNTY ASSESSOR.
Note: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII requires that "Every title
entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title
entity conducts the closing and is responsible for recording or filing of legal documents resulting from the
transaction which was closed. " Provided that Stewart Title of Glenwood Springs, Inc. conducts the closing of the
insured transaction and is responsible for recording the legal documents from the transaction, exception number 5
will not appear on the Owner's Title Policy and the Lender's Title Policy when issued.
Note: Affirmative Mechanic's Lien Protection for the Owner may be available (typically by deletion of Exception
No. 4 of Schedule B, Section 2 of the Commitment from the Owner' s Policy to be issued) upon compliance with the
following conditions:
The land described in Schedule A of this commitment must be a single family residence, which
includes a condominium or townhouse unit.
No labor or materials have been furnished by mechanics or materialmen for purposes of construction
on the land described in Schedule A of this Commitment within the past 6 months.
C. The Company must receive an appropriate affidavit indemnifoing the Company against unfiled
mechanic's and materialmen' s liens.
D. The company must receive payment of the appropriate premium.
E. If there has been construction, improvements or major repairs undertaken on the property to be
purchased, within six months prior to the Date of the Commitment, the requirements to obtain coverage
for unrecorded liens will include: disclosure of certain construction information; financial information
as to the seller, the builder andl/or the contractor; payment of the appropriate premium; fully executed
Indemnity agreements satisfactory to the company; and, any additional requirements as may be
necessary after an examination of the aforesaid information by the Company.
No coverage will be given under any circumstances for labor or material for which the insured has contracted for or
agreed to pay.
NOTHING HEREIN CONTAINED WILL BE DEEMED TO OBLIGATE THE COMPANY TO PROVIDE
ANY OF TIIE COVERAGES REFERRED TO HEREIN UNLESS THE ABOVE CONDITIONS ARE
FULLY SATISFIED.
Order No. 0500L1.37
Disclosures (YSDD) Rev. I0/99
B.
American Land Title Association Commitment -
COMMITMENT FOR TITLE iNSURANCE ISSUED BY
STEWART TITLE
GUARANTY COMPANY
We agree to issue policy to you according to the terms of the Commitment. When we show the policy
amou;t and your nu*" as the proposed insured in Schedule A, this Commitment becomes effective as of
the Commitrnent Date shown in Schedule A.
If the Requirements shown in this Commitment have not been met within six months after the
Commitment Date, our obligation under this Commitment will end. Also, our obligation under this
Commihnent will end whenlhe Policy is issued and then our obligation to you will be under the Policy.
Our obligation under this Commitment is limited by the following:
The Provisions in Schedule A.
The Requirements in Schedule B-I.
The Exceptions in Schedule BII.
The Conditions on Page 2.
This Commitment is not valid without SCHEDULE A and Section I and II of SCHEDULE B.
THIS COMMITMENT IS NOT AN ABSTRACT, EXAMINATION, REPORT OR REPRESENTATION
OF FACT OR TITLE AND DOES NOT CREATE AND SHALL NOT BE THE BASIS OF ANY CLAIM
FOR NEGLIGENCE, NEGLIGENT MISREPRESENTATION OR OTHER TORT CLAIM OR ACTION.
THE SOLE LIABILITY OF COMPANY AND ITS TITLE INSURANCE AGENT SHALL ARISE UNDER
AND BE GOVERNED BY PAIL{GRAPH 4 OF THE CONDITIONS.
lN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to
be hereunto affixed by its duly authorized officers on the date shown in Schedule A'
STEWART TIT
GUARANTY COMPANY
chaiman of the Boa
Countersi-gned:
STEWART TITLE OF GLENWOOD SPRINGS, INC.
P.O. Box 430
Glenwood Springs, Colorado 81601
(970) 934-s434
E
horized Countersignature
Order No. 05001 137
CONDITIONS
1. DEFINITIONS
(a) "Mortgage" means mortgage, deed of hust or other security inshument. (b) "Public Records"
means title records that give constructive notice of matters affecting your title - according
to the state statutes where your land is located.
2. LATERDEFECTS
The Exceptions in Schedule B - Section II may be amended to show any defects, liens or
encumbrances that appear for the first time in the public records or are created or attach
between the Commitrnent Date and the date on which all of the Requirements (a) and (c) of
Schedule B - Section I are met. We have no liability to you because of this amendment.
3. EXISTING DEFECTS
If any defects, liens or encumbrances existing at Commitment Date are not shown in Schedule
B, we may amend Suchedule B to show them. lf we do amend Schedule B to show these defects,
liens or encumbrances, we shall be liabile to you according to Paragraph 4 below unless
you knew of this information and did not tell us about it in writing.
4. LIMITATION OF OUR LIABILITY
Our only obligation is to issue to you the Policy referred to in this Commitment, when you
have met its Requirements. If we have any liability to you for any loss you incur because
of an error in this Commitment, our liability will be limited to your actual loss caused
by your relying on this commitment when you acted in good faith to:
Comply with the Requirements shown in Schedule B - Section l.
or
Eliminate with our written consent any Exceptions shown in Schedule B - Section II.
We shall not be liable for more than the Policy Acount shown in Schedule A of this Commitrnent
and our liability is subject to the terms of the Policy form to be issued to you.
5. CLAIMS MUST BE BASED ON THIS COMMITMENT.
Any claim, whether or not based on negligence, which you may have against us concerning the title
to the land must be based on this Commitment and is subject to its terms.
INFORMATION
The Title Insurance Commitment is a legal contract between you and the Company, It is issued
to show the basis on which we will issue a Title Insurance Policy to you. The Policy will
insure you against certain risks to the land title, subject to the limitations shown in the Policy.
The Company will give you a sample of the Policy form, if you ask. The Commitment is based
on the land title as of the Commitment Date. Any changes in the land title or the transaction
may affect the Commitment and the Policy. The Commitment is subject to its Requirements,
Exceptions and Conditions.
vieior for fb tol,c of tho Pulli<t La,ndc," ord the 3d* supfuntertal ttr?ofo, for-;ji*i :iiji,;; * t;;r,j r*:'
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RESOLUIION NO. .81:2Q6
RESOLUITON CONCERNED WITfl GMNTING AN EXEMPTTON FRO}{ TE3 GARI'IrI-D COUN:TY SIIBDIVISION REG-
ULATIONS TOR EVELIN }IOUY.
WEERE-AS, Evelya DlcKay hns petltloned the loaEd of County Corlmlssloners of Garflel.tl
Courty. Colorado, for an exetrptlon froa the d€flnltion of the terros.. t'subdlvisionrr and
'rsubdlv-lded laod" under C.R-S. 1973,30-28-10f (10) (a)-(d), as anended, aad cha Subdivlilon
Regulatlo.s of Garfielil Countlr, Colorado, adopted Jannary 2, lg79t Sectlona 2.02.21 (d)
aod t.02,01 for the dlvlelou of a 13.14 acre tract deeeribad as follloua: ::
That parcel of Land as deecrlbed 1D Docurent No 163413 and 303364 as flled trlth the
Offlce of cbe Clerk and Recorder of Garfleld County, Colotedo lnto 4 tracts of
spprodmately 3-!+0,3.f7, 3.16, and 3.41 acres each, more or.l.sa, uhlch.groposed
dlvlded riacts. are loDre part.icularly descrlbed aa tollowe:.i i.
Tract A: A tract of lard situaEe 1n rtre Sllk 3#6, Section I,. Torrrship 7 South,
Barge 96 West, 6th P.M., belng tore parcicularly ttescrLbed as follorrs: .: .
Comenclng ai the SW corner of sold Sectlon I from whlctr s v-itness cornet (ao lron
post rrlth bras6 cap) bears N 88'2I'31" fa 22O.O0 feet; Elth all bearlnSo contalned
berela belng Colorado Grld learlogs (Central Zone). .Itua-'.bearlngs arc obtatneri by
rotatlng all bearlngs hereln counEer-clock'dise 01"37'28"; lhence ai.ing uhe. westerly
6ec.ttoE-l:ne of'cald Scct-ion 1 ll 06"291,20" I 1336.05.feet to the M{ corqer of s:Id
Stt slf4, thd true point of heglnalng; thiace S 50"26'5?'E 580.83 feet; thencc S
19"37128( I.I 331.01 feet to tLe Eortheasterly r{B:ht-of-r,ay l1ue of Couaty. Road No.
215; thence along said colrrty road rl:ha-of-say flne eJ.oag a splral curve-lb the
rlght, the chord of whlch bears I{ 45"'J8'35" W 199.65 feet; thence alotg sald county
road rlght-of-uay llne 224.4t+ feet alooB the arc of a 1095.92 fooE redius curve to.'
tbe rltf,t, hawlag a central engle of llo64'O1n aad subteadlog a chord baarlng tl 34r
33'20" ll 224.04 feet to the vesierly sectsion llne of aald SectiqD I;-theDce alonB
sald sectton line U O6"29'Zou E 304.21 feet to the'true po1rt of beglnning, coD-
talnlng 3.40 acres, ,oore or less.
fogettei r.lth erld subject to an easeEant for lngress aad egress over and acroaa a tract
of land behg tnore partlcularly detcrlbed as follops:
BeglnnJ'ng at a poLnt 'rheace sald !H corrEr of the SIrt Sft of Sectlon I'beirs N 50o
26'52u tI 520.83 fest; tbeuce 251.40 feet aloag the arc of a 60,00 foot radius curve
to the rfght, havlng a central alrgle of 2qO"M'20r'and subteadlng a chord bearlag
s 20o24'44" E 1o3.8i feeti theace S 39c37'28" $ 283.54 feet to the northeasterly
rlgbt-of-rrEy lloe of Couary Road Xo. 215, thCnce along satil'iouDty load right-of-wey
llne aloog a splral curve to the rlght, the chord of rhicb beart N.15"38135" I1 60.?1
feety thence N 39'37r28" E 218-37 fcet; lhence 62.76 feet al-oug the arc of a 50.00
foot radLus curve to the rlght, iravlag e central aogle of 59o55:40" aed.subteodlnt
a cbord bearlng lI 09"35'18" B 59.94 feet ro the polnt of beglnnlog-
,. .,';,
IYact B: A tracr of land sltuate In the SLt Sl,lk, Sectlon 1, Tomehlp 7 Soulh, Xangt
96 llest, 6th P-H., belug Dore particularly descrlbed as follors: , ,ri , .
Couoeuclng at the S1{ corner of aald Sectlou 1. frora r*rlch a vltnesa corE€r (an lroo
posr !.Irh brass cag) bears N 88"21t31" U 220,OO fcet; rrlth a1-J. bearlngs coatai:ed
herelo belug Colorado crid Bearlngs (Ceorral Zone), frue bear{ogs alQ.oblairea!.by
rotaElng alL bearlngs heteln counter-clocksise O1"37'28t'; thence aloug the rresterly
gecrLon llne of said Sectlon 1 N 06"29120" E 1336.05 feet. to. the Nw corn€r of sald
SIEi SlS{, rh€ rrue poiot of beglno-iag; thence S 88'56'44" E 548-97 feot to thr pro-
posed southpesterly rlght-of-way 11ne of a rallroad; theDce elong sald lrroPosed rall-
road rlghr-of-uay line s 51o43'07" E 223-59 feer; thence s 51o20'18" lJ 354.15 feet:
thence N 50"25'52" tJ 580.83 feet to che tru€ polnc of beglrmlng, cootafniug 3.17
acre6, rcre or leas.
lbgether $ith and subJect to an easeDent for Lngress and egrese over and aqrosG a crsct
of land belng rxrre particularly described as folloss:
Beglnolng at I polnt whence sald ilt+t corner of the sLt S!& of S€ctloo I bears N 50'
26'52r h'520.83 feet; thence 13L.4O feet along rhe arc of a 50.00 foot radlus curve
sa ""or*"o*o*
Counry af Orr.itld
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to the rlght, havlng a central angJ.e of 24O"A4'2O" and subtenilinB a.chord bearlngs 2o'7.t,44't E l03.gg feeE; Ehence t rr.rr'rt" t{ 293,54 feet to rhe DortheasterlyrlShttf-uay.l-lne of County Road No. 215, theoce along sald county road righr+f-. tray llae along a splral curve to the riBht, the chord of rrhich bears N 45o38'35r'i{
60.21 feet; thence N 39"37t28'r E 278.57 feec; theoce 62,76 f.eet aloog rhe arc of a60.00 foot radlus curva to the rlght, travl-n3 a central angle of 59'55'40" rnd eub-teadlog a chord bear{ag N 09"35'tB* E 59.94 feet to the polnE of beglonlng.
Trect C: A tract of lenrt siruate 1a the SI{k SLt SeiEloo I, Tovnahlp 7 Souch, Range
95 lJest, 6th P.M., belng oore patelcularly descr{bed as follms:' Corencltg at the S}I corDer of said Sectlon l, froo rlh1ch a rrLtness corner (an lrou
PoEt l,lth brase cap) bears N 88"21'31" I{ 220.O0 feet; Lrlth aII bcarlngs conraLned.. hereLn belag Colorado Grld Bear.J.ngs (Central Zone). lrue bearlngs are obtaloed byrotatlEg all bearlnga hereln counter-clockw-ise 0l'37'28"; ihenca along che rresterlyaectlon 1lne of saLil Seetion I N o6o29r2ort E 1336.05 feet to the llw corner of salcl
Slpr. s&; tbenee S 50"26'52" E 580.83 feet Eo tbe true polnt of begtnntng; rhence N51"2O'18'E 354.15 feet to the proposed souttvesterly rlght-of-ray 1lne of e rallroatl;
thcoce aloag aald propooed rallroad rlght-of{ay 1{.ne S j1a43rg7rr-E 357.57 feet;
theuce S 39'37'28r'B 35(,6I feet; thence !g 50"26152'IJ 429.38 feet ro rtE cru€ polnc
. of .begtmhg contatnlag 3.16 acres, oore or less...
Together rtth eurl\pubJect to aa easeneDt for lngreea and cgrcss over and across r .
tract of laod beto! rcre parriculartry deecrlbed as follorrs: '
Beg{unlug et a polflt rrtt€Dce sald NW comer of the SI& fl.tt( of Sectlon I bears N. 50o26'52'r I{ 520.83.fcet; thence 251-40 feet dlorg the arc of a 60.00 foot radlus
curve to th€ riShtr. havlng a central angle of 24O"Ot1 '20" arid subtendlag a chotd.. bearlng S 20c24'44'!.E 103.89 feet; thence s 39"37128" e 283.34 feer ro che north-'eB3terly rlght-of*ay Llne of Counry Rosd l{o. 215, t]lcEce along saltl county roadrlght-of-rray ltae a.J.oug a splral curve Eo the rlghr, the chord of vhlch beers ll
45"38135s L 60.21 feer; thenee N 39"37'28r 8,278:57 feet; thence 62.76 leet along l
. the arc of a 5O-00 foot raallus curve co th€ tlght, hawilg a centtgl engle of 59"55'4d'and eubtendlnli a chorcl bearl-ug li 09"35'18r' 8.59-9,i.feet to t.he polnt or- beglnnl.ng.
. fiact'D: A tract of lend sltuate 1n the Slft SIF{, Sectlos l, fornshlp 7..South, Rauge'.r
..96 lJeatl,'5th P.M., beln8 trDre partlcularly deacrlbed as fol].orr:
Cor'.oeoc1ng at the SII co.rr.r of sald Sectlon.I, frm nhlch a wltness corner (an lroo .. poat rr-Ith braas cap) bears N BBo2l,3l. tI Z2O.0O feeit; rrith all beartngs contalrred' l-relo. belag Colorado Grld Bearlngs (Ccntral Zone). Tnre bearings are obEalned by
rotatlug nl-l bearlngr hereln counter-clockrrlse 01".37'28"; theuce along the westerly'
aectLoa along the Hesterly'eectloa llne of said Seetlou I N 06"29'20'' E 1336.05 .
feet to tlE.trill comer of setd swk $&; theo.ce s 5b.26r52" E.5go.g3 feet to the': true polat.of begirmlng; theuce S 50'26'32" E 429.38 fee.ti rh€Dce s 39"37'2E' \t ..
'335-ZZ fret to th€ Dortheelterly rtghr-of-way llae of Courty Road llo, 215; thence. aloat sald cototy road rlght-of*ey I1ne.N.48"0O'OO" W 336.44 feex; thence along. .satd eormty road rlght-of-vay line along a spiral curve to the rightr the chord of
lrhlch beate N 45"38!35" W 93.55 feet; theoce N.39o37'28" E 333.01 feer to the tru€polat of bestrulug,..coatalaiog 3.41 acree, mre or less.
' Totether rlth aatl :aubJect to aE eesenent for lugrees aad egreea over and acrola ttract of land belog rnore partlcularly descrlbed ae follons:
Beg.laolng.at a polar rheoce aald M{ cortr€,r of the Slrt SIIt of Sectton I bears [ 50e
26t52tt !r 520.83 feet; thence 251.40 feet along Ehe erc of a 50.00 foo! rad.lrrs curve
. to th. rlght, hevtot a central augle of 240"04'20'anrt subteudlng a chord bearlags 2O"?4'44t E 103.89.fcet; thence S 39'37128'.tl 283,54 feer to the nofth€a8terly
rlght-of-uay l1ne of County Road No. 215, thence along aold couat, road rlght-of-nray.Llae almg a eplrel curva to the ri8ht, the chord of uhlch bears n 45'lE'35" W 60.21
', feet; theuce lq 39'37'28" E 2T8.57 feet; thance 52.76 fect,eloEg tha arc of e 5O.OOfoot raillus curvc to the rlght, havlng a central aagle of 59"55r40t' snd subtendlnS
a chord.bearlog U 09"35t18" E 59.94 feer to tfre polnt of beglnnLng; end
IAEREAS, the ?etltloner haa demnstra[ed to the eactsfactloa of the Bosrd of County
Cotalsaioaers of Garfield County, Crlorado, that ttE p.ropoied dl.vlglon doe6 not fa1l ylthtu
the PurPo8es of Part.1, .ArttcJ,e 28, ?ttle 30, C.olorado Revteed Statures 1973, as eended,for tbe reasoE thaE the frelgt cr€atcd does not sarrant .further aubdlvlslod revles, lgd
. mEREAS, the Petltloner has de{Donstrateal to che Batlafactlon of the Board of County
CcrmLssloners of Garfleld Comty, Colorado, that there LB a reasonable probablll"ty of loc-athg doEeatlc Dater on each of sa{d Eractg, t.hBt there ls adequate lngreas and egresl to saldtracts, thit th€ locatloa of septlc tanks sl1l be perEl.tted by the Colorado Departnent of
Ee81th' thst the requested dlv-lsloo ie not parc of aa exlstlng or larger developueut and doea
Dot f811 trlthln t.he general pur?ose6 End lntcnt of the subdlvlslon regulatlons of cheState of Colorado and the County of Garfleld, and should, therefore, be exeopted froq the
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deflnltloo of the Eerms irsubdlvision" and "subdlvlded tand'r as set forth tn c'B'S' 1973'
' 30-28-IOf (10) (a)-(d). as amended;
Ngw, lttgREtdx.f, BE IT RESOLTIED Ehat the illvlslon of the above descrlb€d tracts
,,1,,, t,g,i-.',',g,i,-|[al,'en from Ehe above descrilied 13.14 acre.tTaet ls heleby exeq,ted froE.
"Li der.initforrs ar{tl sala tr6cr nry be dlvlded lnto traccs t'tr", r'Bt', "Gtt, atad,ttDtr, !11
;;r-;;;-;;it ae\crru"a above, and sald dlvj.tled tract rlry be conveved in the foro of
. .;"n "r"f:_"- .r""a"lJitrout furttrer compllance ,-lth the aforesaid aubdlvlelon statutes
aod regulat:."o"; prl"ii.i,'t"""r"i, irr"i ctr, ereuPtior ls granted on the eonditlon anil
ytEh tt. cxpr""s *fr"r"iiiairg and agreemnt of the Peticloner that no further etesptlonB
: Le all.owed oo seld;tr""i" ;o;'- '3", ii6,, and "D"' atrd that a eoPy of Ehe lnstrurenr or
.'l-nstturcnts of couteYance uhen recortled sball be f{l€d wlrh thls Reeolution; and furrhel
t,;h";';;-;ar.r"*-l;""r"y or the property be abaodoned, and a nell drlve and cul-de-aac
, i.-."i"tft;;;-il fte tocattoo up..lft.d in rte a?pticatlor ao as to serre a11 the nerly
- created parcels. ?
THE BOAXD OF OI'NTT @}IUISSIONERS
GARTTSLD collNlY, COIORAm
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Colorado
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' ii rhr hoadlag ol dr. Eodd ol c@t7 CoEdrdoE! tor Eli oEtictd CoEt'' w to ay offtr'
I. ). . -.1 tN FlTlrES3 VTTIEREOF, t hr6 b@to rr D' Lr6d ud rlrLrd llr sl ol dd cbi'ntv. ta olaEod sFt!g!,
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EVELYII G. I"lctlrrY
whost'arldlcss i.*
GARflE.D
E[8" "L]ttr
CORN CONSTRUCTION Co., a colorado corporation ii:ii rL
whose legal address ts P. O. Box '1240 , Grand Junction Qounty of l; .l'lJ
ltesa , and State of Ooloradtle foltorving real propcrty;tt tne ]i ?
County oI Garfield , Stale of
' Co lorado . for ihc corrsidcration otf)ne
G-?ii"rrf of wtich bears lior,h 45"38'35'!.iest 60.11 feet; t}:ence bbrth 39o37r28'
past 278.57 feet; thence 62.15 fe| alorq the arc of a 60.00 foot radius cun-e t
Fiff Seven Thnusard suu"n"ir,-OtJ-J- *,'fOo---- I ii "dnllars, in hand pairJ. lrereby sell(s) aucl conve-v(s) to L ll ?
Cuunt]'ot Ga:f ield ':nd State ol iil'orado' to rvit:
A rract of lard situate in t}e S!^l,; dt the S14 of Siect-ion l, Tu^ts;lip 7 South,
Fange 96 West Of the 5th P.M., being rr|3re patticularly describ:l as folicr+.rs:
Ccrnn-:ring at the Sv{ corner of said Section 1, frcrn v;h.icb a -rritness q)rne.r
(arr i-rorr frist wi't} brass cap) bean's [']orch g6'21'3I" hbsc 220'00 r;eeu with all
bearings Lt rtaised here.in beisg Colorado Grid Eearings (Centra1 Zord) . lrue
beari-nSs are obtaired ny rctaUirrg all bcarltgs herein clr:nteJ clock-tirise 0Io37'
28t'i tl-Ence alr:ng tie r"futerly s&Lion line of said SecLion l, tlorth..06:??l?9:^.. i,F:qt L3J6-05 feei to Lhe I'Jofthriest corrrer of said Sr,rrrsldf; thrr,ce Scilt|-50o25'52" i
East 580,83 feet to the tn:e lnint of L:girrLi-ng; tlence sot:th 50o26'52" East li
429.38 feet,' thstce south 39"37'28'|r r\bst 355.2i feet tc the NorEheasterlt right al:
waylireofg6a5rty RoaC tr-o. 2l-5; thslce along said county road right 9f 9V ttL-rc. ','',
tibrrth 4Bo00'OO" l'Iest 336.41 feet; thence along sa-id (purLy rerd right of 1{a:/ lire'
along a spiral crrrve to '-he right, the chorC 6t ,tricn bears tibrth 45'18'35" t'Iest'.
93.5i feet; thsrce l\brth 3go3?;28;,East 333.01 feet to t},e true point of @jmir:;.
.TtrGETHm. w-ith and subject to an easessrt fcr irrgress ard egress over and across a:
tract of land beirg mire p.eraicuf-arly descri-bed as follc*rs: Begirm{g l!-l-poht,:
'rip.cesd-dN,t ccrxer of chl srft o:- ttrL Sr,itr of SesLion I bars llirth 5Co26'52":'Jesal;
52o.P3 f,*t; the.nee 25I.40 feet- a14?.1g r-he arc c,f 6C.00 fcor: radj.'-1-o.:.Et'E to tlE l!riEhi, fravirrg a ce."tt.lal arqle of 24"A1'20" and suLterrtirq a clrcld lnrir. ,-S Souti' i
20e24,44" Ea;t lO3.B9 feetl tler:ce Sor.]th 39037!28'l'lest 2q3.54 f€et ttr tlE Nol-th'i
easterlv riqhL of vra'z lirl* of Corrltv Road I'Ic. 2I5; therce alo;rg said County rod I
v?qficeno3soffio@xmm'6otmaobitnc.* the right' hatrjng
ffi#nftTJ;f3t;5f4T'r a111i
-=,E.nrlng a ctrorc L€arirq i'lorth 09'35'18" EaEt
59-94 feet to the point of begjfflirq; I
with all its appr.rrtenances, atd, warrants the title to tlE sane, subject to l'982
I;& d""-"r1i-i[v-"li-d-i"-isa1t arso subjeri to eass11grts, rigfrts of way,
reservaLions ard restricLions of reord.
Signed this 7tn daY of JarruarY
STATE OF CoLoRADo, L..
CountY ot GarfieldJ
ltle loregoing instnrment was acknowledged before me thls
?day of {*^*eo-y , fgr)'. by Evelyn G. UcKay-
I{y commission .xpire" J-t- Y-f {
.Witnss nry hand and official seal.
'i:ei';;'i;';;
\\t14dra'M"r :
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,19
Fom - Btad(ord t'ubU5hln8, i825 W. 6th Ave',co 801t4-1303)
- lffi aoor 6&? rrct31{
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ii5 ::-':-: \ilA;;A;;Em,--:j -- ,qEAi ETET.YNG-L I ocox 6?errcr834
..j i 6li :. I sr$c Doc. {rc{ nQil ..^,,^rv^r (t,teof l 7 <iA-/
Rmrda.d !r t*,
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t_\c.t\
County of . -. . ltesa . and Statc of Colorado
pmp"ny in tE '..County of Garf ield -... "rrd
Srr,"of i'
Qtiertlqr'i 1
+il ..-. -=.-r: j.:.._a:-:: r::. r:. ls dEE:..:_ :: ."-:ij..,\i il ot a perrc. ai:a: ' ... . fher, rr:r!:-:n: u:::aic tril_.:.:. :: .z ll .i=. .- . :t. .
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4ll ,- knorvn by strr and number as - .:: ..-. .-.. --. .,.., :!:.: i:. ..j:i'_::
'i ii *," all its apprnenamcr, and mmnt(s) the ritle to thc satnc. subjcct lo EaEements, restrictions
gll and rights-of-way of record,
.j < ()'l I DBrc eoq I.c
^j E iil 'countlr or 1to'.:' | ., , . 7r{Z
-1 I -t : I co I orado for rhe consideratioo of
I
-J.-=,ull :::=?::::I'r.i"u' other ffig!'?,,l,d"j&hYRf*li*,,o, I
-lqt -ti ;;;=;;;;;;ts.l, l':*. - ffilpp'irilianapaird' r;Tlts€frc)
-h*.{ lt whoeclelalad&essisr:P:"O. Bor' 124C.' I r :. r'j..XIUd-Jf1 li Grand Junctionr co 81s02
.l J ii
.ounty of - ' ltesa . and statc (j J ii .ountvor ' ltesa
t E ll dlc tollowin3 rcal pmpeny in tlrc
E tr il .o,o,,oo,,o*u, :.'-
i, ll'iiil . , /tZ*^E_-if slg""d air Zx.L dr), of ficwen6g.r -. tg85 .--)il -#*t, .l-*"ru
,l BreIYn G. !trcxay /
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IIll sTArE oF col-oRADo. Ill -,"-,. I*.
ll .r,;i#.fa;'. .counrv
of Garf ield I
ll ,rrulti;iiflftri*ilt i; rkncntedsed berore nr in rhc county of Garf iertl
ll,14agCAO49,",'P:1 ?! dryor H:Ttier ,re 8s,bv Evelvn G- Mcxav
iii {, "c,frlif{#*; aVt6 witnes mv band and ornciar segr.
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No, ItI- ncv- lEl, E^RtlNI? DEf)o rkr h) h,o.d ralnlnt. JllJ v 6 ^r., |.H- Co tOA. - {Fr} Di.m
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EXHIBIT A
LEGAL DESCRIPTION - Parcel 3, McKay.E_x€mption
A Lract of land sLtuate in the swt/a Slrl/{. Sectlon It
Township ? South, Range 96 tfest, 6th P.!l . r being ,!orepartlcularly described as follows:
Conmencing at the SW coEner of said Section l, fron which awitness corner (an iron post grith brass eep) bears N B8'2t'31'l{220.00 feet; uith all bearings conLained herein belng ColoradoGrIdBearlngs(centraIZone}.Truebearin9sareobtaine.lbyrotating alI bearings herein coLtnLer clocklcise 01'3?t28'ttbence along the vesterly section }ine of said Sectlon l N05'29t20'E 1336.05 feet Eo the NW corner of said St{1,/4 St{l/{;thence S 50'26152" I 580.83 feet to the true polnt of beginning;thence s 50'26'52'E 429.38 feet; thenee N 39'37.28. E 35,1.51, ^feet, thence N 5t'43.07. w 357,57 feet, thence S 5l'2Or I g" wt n.35{.1.5 feet Lo the lrue point of beglnning, contalnlng 3.t6acre6, more or less.
Together r.rith and. subject t'o an easerBenE for ingress and gggsggover and acrosg a tract of land being roore particularlydescribed as follows:Beginning at a point r*henee said Nw corner of the SWI/{ SWl,/4 ofSection 1 bears N 50'26r52" w 5?0.83 feet; rhence 251.{O foeEalong the are of a 60.00 foot radius curve to the rightl havinga central angle of 2ll0'Oil.20" and subtendlng a chord bearlng S20'24'4{'E 103.89 feet; thence S 39'l?r28' W 283.S{ feet to thenottheasterly right-of-way llne of County Road No. Z1r, thencealong sald eount.y road right-of-way Iine a!,ong a epiral curve tothe right, lhe chord of which bears N l5'3gr3a.,r 60.21 f€ets,thence !l 39'3?!28r E 278-57 feeti thence 62.76 feet along thearc of a 60.00 foot radius curve to the right, havlng a ientralangl€ of 59'55',lo' and sr:btending a chord beartng N 0g.35'tg. E59.9{ feet to the point of beginning.
Together with all water and ditch rights appurtenant, to or
used in connection r*ith the property, including but notlinited to 7/8O of 1 cubic foot of water per second of timeout of and frorn the original construction of the Cornell Ditch
f,38 with priority No. 51 in Water District *39.
whos. lddtess is
Colorado
, Stutc of
. for the considcration of
oool 6?9 rrct834
GARFIAD
DEC 0 3 l9s5Strtc Doc. {a| .'1.s'rCounly of
Ten DoIIars and oLher qpad and val.uable ... .
consideration f,|pflgas' in hand paid' hceby sll(s)
ard conwy(s) ro CORN INDUSTRIES, INC.
whosclcgalrddEssis P. O. Box 1240
Grand Junction,
Cilnly of Mega
thc folloving aal pmpcny in thc
Colorado, to wit:
co 81502
. rnd Starc of
Garfield
Colorado
Counly of
SEE ATTACHED EXHIBIT
Signed &is 2-.(dry of
lZ-^ &-fiovgtrer
. and Surc of
Easements, restrictions
County of
.19 85,uy EveIYn
W-rrncsr my band ard officiel sca[.
Garfield
G. UcKay
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with atl its rpptldcDmces, aird 'rarant(a) rhc titlt to thc samc, subjec( lo
and rights-of-way of record.
. ?! day of" Uo+€*b6r
- J**| "l-l*44*
uzs xkncxledged bctrore me in the
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No. tyr- P.a: 5+a. w lramY t ef,D th hl
Ot'
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0oor 879 rrots&S
EXHIBIT A
LEGAL DESCRIPTIoN - Parcel 3r,.Icxav ,Ex.ernPEloL
A tract of Land EituBte in the SWl/{ Sw1,/4, Sactlon l,rornship 7 South, Range 96 west, 6th P,lil., being nor.
particr.rl arly described as f olIows:
Conmencing at the SW corner of said Sectlon l, from nhi,ch awitness corner (an iron post with brass cap) bearg N 88'21'31'l{
220.00 feeb; with a]l bearings conEained herein belng Colorado
Grid Beorings (Central zone). .True bearings are obtained byrotating aIl bearings herein counber clock-wise 0l'37r28';thence along the westerly secLion ]ine of sald Sectlon 1 N
06'29'20" E 1336.05 feet to the NI,l corner of said SWl,/4 Sw'l/41
thence S 50'25'52" 8 580,81 feet to the true potnt of.beginning;
thence S 50'26'52" E 129-30 feetr thence N 39'37'28' E 35{.51feet, Lhence N 51'{3'0?" tir 58l.l6 feet, thence S 5l'20r18r H354.15 feet to the true point of beginnlng, contalning 3.16acred, more or less.
fogether *ith and subjecL to an easement for lngresa and egreesover and across a tract of land being nore partlcularlydescribecl as follows:Beginning at a polnt whence said N9t corner of the slil,/{ St{l/4 ofSect.ion I bears N 50'26'52" w 520.83 feeti rhence 25r.{O feetalong the arc of a 50.00 fooL radius curve to the rl,ght. havinga central angte of 240'04t20'and subtendlng a chord bearing S20'24'il{" E t03.89 feet; thence S 39'37t2A'w 283.51 leet to thenorLheasterly right-of-way line of County Road No. 2l5r t,hencealong said county road right-of-way line along a spiral curve totshe right, the chord of uhlch bears N 45'38'35'I{ 60.21 feet;thence N 39'3?'28" E 278.57 feeb; thence 62.76 feet, along thearc of a 60.00 foot radius curve to the rlght, having a centralang).e of 59'55'{0'and subtending a chord bearing N 09'35rlO" B59.94 feet to the point of beqinninq.
Together with alL Hater and ditch rights appurtenanU to or
used in connection with the property, includi.ng but notIj:rited to 7/80 of 1 cubic foot of water per second of timeout of and from the original construction of the Cornell DLtclr
*38 witn priority No. 51 in l{ater District 139.
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-;i-i;'o;t rrr'orEo'il.iiori'-ceeirelD c'uxrt ttinibtgtrrrr,03l
.+- OIL AND GAS LEASE
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.-,* r-*E P-o' 0q- 124o, orr4d,'urctton' co--'ll't'2 -:'I::":t}6:S]ilt;::::
Errrett E.aourcat corporatlon*w tfl df'! 'dilE'
Lt9.SiPt*-.-
S.e fnttBIT 'A. litachld harcto and E.dc I P.rt, htr.of.
; 1 n l*h!ry "r.Ta^. :ir-"_- .- : :,f, l':.T;;f li6. ttriilrtrrtl not
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cctduct or.r.tit.t on irtd llndi vltmut t'ttor't gtlor trlttF 33nknt'
Corr Industrlst.
ar.o ; jex
",-t ,t$.rr{ar
g'ATB OP-
COUNTV OF
rmr0895pqcr052
- iE-xrrrlrlh-rr!*I. rb''C-*tb'
icro.ont [DGrrE:\T-cort'uJrL
{ht
EEFORE [lE. t urd4,!rEd. r Nlrry hi&. io ed ftt 'dd Cdty nd Stm' o
to m buin b t* ih ilrical PtNr--, &"ttd ln rd ulb aeld
rls *hih md 6ctp-t ltrdrwir or nIttr3..d rt@l'd!''l-b-r L------------dtly crrd th' *-fac
ud dury al uA ria tu fir s rd prrpr 6.rcit tal t..u"
tN $/TrNEM yHElEoF. I h|w h.|w d ary )r-d qd effirrd rry 6Iirt *rl rrlc !rr, 3id y., lul !D6l w6'
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S1ATE Of.
COUNTYOF.
!EFORe ME. rr* t tdalilttd. t Notrty lt blic, le td for rA Csil, d
l9.-, pttmltf
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rrld rclumry rl rO OocO &t 6ta E! lnd FnP6.t is€in rt fon,l'
tN I;/ITNESS WHEREOr. t hlY! i.rm rl m!' t ld rnd rJ[rc<! D, mtlrbl stl di' &!- url !t{ br 't6't Yircr'
My C!.rmirih Ertic
STATT Of-'- =-CQI{TA,DO--)-ACX.NOTaEDGITE\T rrr D l? C"c'L'
courrTY oF.
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arit (6.lFmth. d thot 8i, in$.rmd $'a tttln d ht er.d io brhelf of shl an|Pflil b ru0u't of rtr tml r{ Dllsrrr' od sl
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a
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Exttm lr A tre<t ol lrd rttutr ln ttr: Sl/.151/4, bcir{ .wr prtlcultly
dxrlbld rr tollqJlr
C*rrrclng rt the Sll cornrr ol rld *<tltrr !, frcm rhich rultrrrr c*hit (i lro pot vlth brar <rO) bGara ibth AA.2t,3l'llit 22O.m irtt, ulth ell brrtrEr cmttin d horoin brl^gCoItS &ld &rt.lngr (krtrel Isrc), Tru, balrlrE[ re 6t.ln d
by rolrtlng rll bG.rlrtr h.taln (qntf clalt*ill Ol.grr2D"itfrtr.log tlu ratrly iGtlo llr of rrld Srctiqr t lrbrth
Gf29'2O" Eart lS,Gl fit to ttf, N,l cfiiEr of t.id Fttta$A/ai
UIEEI Sqrth Scr?E)J?" Errt ED.EI fot to ttE tru polnt ofbrgiralrgl tlEE. gorth -,'26'52' Ee* 429.3 frit, thGrqr l&rth
3).37t28'E tt 3H.6t hqt, thgl<e ltlrth 51.43tO7" ltrt E7,:t7fot, ttrrr hrth Sl.2Ottg" ttrt Fl,!s fr+ to t}r trur point ol
brgtmingl ccrtrinlrp 3.t6 xrc, n.r cr lnr
A trxt ol lrd titrrat. !n tlr f,{/451/4, bring rc,t prrticlderly
d.rcribtd u tollqfit\\ Conrgxlng rt ttr 5{ csrr of :rld EFcbt6! l, fratlrtich t
vltmrs ctrrEr (n irql potL ulth brara crp) bclrr r.lrth &rzt'31"lflrt 22O.m fa:t; with ell brlngr <srtrlncd horrln brlng
Colaado &ld barirryl (Central Zcna). Trt: bartngc ,rc cbt.inrd
by rotatlng all b?.ring: hnln <mtr clck+ke Ol.37t2g'tthrre alslg tha st?rly ctlor linr of std $cticn I, JtTth
ff,.zgt2oil Eert lq.os l:c! to tht l'&, cfnr of nld !$l/A!atl1ttrE. Sqrth 5OD26t!2' E.3t g.B feet to trE trrr point ot
bqtmrng, tF-t€c South 5Ot5'52F E rt 4B,*l feetl tlwrt EorthTt tT.Zt liLrt :K 22 tet to tfr atrthr,.itrrly Ttght ol w)r linr
o, Eo,lty Rod ,.b. 2151 thcrc .loE E td carrty rod rlght of rrtf
llnr ifcrth 4€.O0'@- l&rt ts..l4 letl thrra rlcng !.ld tqnty
rord rlght ol r*y linr.ldp a Qlrrl <unc to tlr rtfit, ttr
chGd of rhlch b?rr! ttrth 49313i" f.hlt 93-s, l:tt, thrxc ltrlh
Nt'Z?t'?6n Eart 83.01 fct to the tru, potnt of brglrningr
<c.)talnlng 3.rll rcra, nsr c lrrr.
SIG'€D FCR IOENTIFISTI(Nr
:.;,,'.t ,. ,.,
ATTETT -..'.'cEN tr{ljsTRlEs,
Dyt
rrrirrrunrnnil lnr nu llltl nulll[utltlll!.1[l
b?-iiiijr-6i7r57zoss os,g?R 81573 P3G, ll RLsooRF
i of 3 R 16.@ g o.da GRRFIELD C0txfY C0
Evelyn G.afvlcKay /
(*..
at ATT'IDAYIT .AND NOTICE REGARDING
BOI]NDARY LIhTE ALIUSIMENT
The undersigped being fust sworn upon th€reo[ dqpos€ md statc as ficllows:
l. We are thc owners of certain reol property inthc unincorporaicd area of Garfiold Cormty,
which are describcd in Exhibit A attached hcrdo and incorporatcd herein by this rcfcrcnce.
2. Wo are desirous of clariSing and adjusting thc boundary lincs of ourparcds and rip this
Affidavit and Noticc in scoordamc with thc Gadeld Coutrty Subdivision Regulations of 1984.
3. Wc hcrcby reprcscnt lhat no new parcds will bc creatod and, therefore. thal Garficld
County will nol be roquired to iszuo any building permits, othcr tbao what it would bc requirad to ieruc
for thc alrcady oxisti:rg lots.
4. Wc hercby rcprcscnt that none of thc parccls of pmpcrty involved rn this boundary linc
adjusturcnt is part of a prcviously platted subdivision of record,
5, \tr/c hcreby reprcs€nt tbat thc boundary line adjustment made refere,ncc to hcrcin will not
canrse the loss of access by road or to utilities to any parcel ofproperty involved.
6. Wc hereby authorize Garfield Counfy to record a copy of this Affidavit with the Garfiold
County Clcrk and Rccorder, and to furnish this AJEdavit to the Garficld Cowrty Asscssor.
FURTHER AFFIANTS SAYETH NOT.
DONE this i6 day of February. 2005.
WILLIAMS PRODUCTION RMT COMPA}.TY,
successor by merger to BARRETT RESOURCES
CORPORATION
FIRETRUCKS NORTIIWEST, INC.
By:
e);
Iillllllil ilil1llll llll Llll lllllll llllllll llll llll
aTo$li, @123/mga 09:37t 8157:i P31O 1l RLSOORF
2 ol 3 R 1t.00 O o.W 0RRFIELD C0UNTY C0
STATEOF COI,ORADO )CIYAND ) ss.
couNTY oFDENyER )
Thc fgrcgoing Atrdavit and Noticc Regarding nounaary Adjustmemr was acknowlcdgod bgforo
me thiq /Stl dav of Febnrary, 20O5, by Josceh N. Jiggcrs, as vic. hesident of Witliams Prodrtim
RMT Company, a Delaware corporation.
Witncss my hand and ofEcial seal.
STATE OF COI,ORADO
COUNTY OF GARFIELD
STATEOFCOLORADO
COI-INTY OF GARFMLD
)
) ss.
)
- . The f9;e-going A.ffidavit and Notice Rcgardiog Bouudary Adjustmeot was acknowlcdgcd before
mc this 21"*aay otffiy7,2005, by Joseph F. Fcelcy, Jr., as hesident of F'iretrucfs NonDffi
Witncss my hand and official scal.
Notary Pubtic
- ) f-o
)
) ss.
)
., . TE f",egoing Affidavit and Notice Regarrling Boundary Adjustment was acknowledged bcforem€ thrs t c .0", "tffiffii2005, by Evetyn G. McKay
Witness u:y hand and official seal.
Notary Public
My comrnission expires:
B6'iriaiT.-l.aat
if.xs*.':#
iior,tll
:9..9r rq
".$1"
Llllilffilt illilillt ilil ilII ilfl] ilt ilIlI ilil m670953 O3/?5/nW 09:37h 816B p3t1 il eLSrr0Rr3 of 3 B 16.00 0 o,0O GRRFIELD oOUXTy co
EXEIBIT A
A parcel of lmd sifuate in the SW4SW4 of Swtion l, Township 7 South, Range 96Yifost of the 6t erincipal Merid.iaD, county orcutaq st t" oiiJtora", ao""t"a.,follows:
Cornmcncing at thc SW colDcr of said Section l, &om which a witness cortrcr (an iroopost with brass csp) bcars N8Eo2l3l'w a diststrco of 220.00 fo.q *itn,lI bcaringscontainod heroin bcing Colorado,Grid.Bcarings (ccntal znnc). Truc bcarings areob"i"{.-_P_ rgtating all b€8rins hqoin -oounter-clockwis€
0lo3?2g,,; the,nccN 06029'20'E along tho westerly lini of said Section I a diganco of 1336-05 ftet to thcnorthwet comer of the Sw/4Sw/4 of said Section l; thc,ncc S gg.56r44"E along thcnorthcrly liue of said SW4Sw4 a distancc of 548,97 fect to tbe northwest comer ofTract B as found dcscribcd in Book576, Pagc qlailO; the,ncc S slo43'0?,;E along thcmrthcarterly linp ef said Tracr B a distancc- of zx.sg foct to thc northwcst comcr ofTraa c as found doscribed in said Book 576, r"g" +os-+zo; thence s ji;eioz" E almgtho noT theastcrly Iino of said rract c a dis'rn-e ir xl .sl feet to the northeost csm€r ofsrid rract c and Tme Point of Beginning "i G parccl dcsoibcd hsrcin; thenccs5lo43!7xE along thc southwesterlf rinc-or a parcel of land as fouud dcscrib€d inBook 578, Page 699-701 a distance ?f t.91reet to a ioinr on the northwestiiy tioc oraparcol of land as found dcscribed in Book 9l l, Paie 754-755-, theirce S ["10,t2" walong the no'rthwesterly line of said parccl of lani , airt*" of 7 13.91 fcct to a point onthe northeast?ly tigtrt of way linc- for counry noua lo 215; thcnce N 4g"00,00, walong thc northeartorly righl of way tinc for saij Copnty Road No. 2l j a distanc e of 9.?9fca to the southcast comcr of Traci D as found describcd in said Book 576, page 46E-70;thoncc N 39"3728" E along the southeastcrly line of said Tract D a distance of 355.22foer to the southeast "o-"tof t"id rract c; tt"o., N 39o37,2g, E along the southeasterlyline of said Tract c a distance of 354.61 feel to the .rortn"u.t corner of said rract c andpoint of beginning, said par-ccl of land contai,s o.oos u"..s rnore or less.
said parcel is to be mcrgcd with a tract of land presently identified in tsook gl I at page 755 in the rccsrdsof the Garficld County Clsrk and Recorder, Asissor's ir*""l No. 2409-013-00-002.
I'agc 3 of 3
bD,
6c. lr
STATE OF COLORADO )
)ss
County of Garfield )
At a regular hearing of the Board of County Commissionersfor Garfield County,
Colorado, held in the Commissioners' Meeting Roorq Garfield County CourthoUse, in Glenwood Springs
on Monday _, the 7rh . of _April A:D. 19 97 , thEre were Prcscnt:
Marian I- Smith , Cornmissioner Chairman
* John Martin , Commissioncr
IarryMcCown - - ,Commissioncr
Don DeFprd : CountY Attomsy
Mildred Alsdorf Clerk of the Board
Chuck DgSChpnAs , County Administrator
when the following proceedings, arnong others were had and done, to-wit:
RESOLUTION NO. p1=25
A RESOLUTION CONCERNED WTTH THE APPROVAL OF A SPECIAL USE PERMIT FOR
BARRET'T RESOI]RCES CORPORATION
WHEREAS, the Board of County Commissioners of Garficld County, Colorado, has received
application from Barren Resourccs Corporation to allow the construction of a permanent office building and
rd*ed strucfirrcs and the change in the setbacks required within the R/L (Sentle slopes' lower valley floor)
zone district on he fotlowing described tract of lsnd:
See Attached: Exhibil A
(in the Statc of Colorado and the County of Gar6eld); and
WHEREAS, rhe Board held a public hearing on the lst day of July, 1996, upon thc qucstion of
whether the abovedcscribed Special Usi pcrmit should be grantad or denied, at which hearing the public
-Jir,i".*J pur*nr were given the oppornrnity to crpr"r, their opinions regarding the issuance of said
Special Usc Permit; and
WHEREAS, the Board on the basis of substantial competert evidencc produced at the
aforementioned hearing, has made the following dctermination of fact:
l. That propcr publication and public notice was provided as rcquired by law for the hearing
'bcfore thc Bbard of County Commissioncrs'
',ql[l1[p#['ul|iHrtlu!{$!ululH]T1,.
Z. That the hearingbefore the Board of Ccnrnty Commissioners was oilensive and complete, that
alt pertirrcnt faJs, rnatters and issres were submitted ard that all interested parties were heard
at that hearing'
3, Thrt the apptication is in compliurcc with the Garfield County TonngResolution of 197t,
as amended.
4. For ttre above stated and other reasons, thc proposed use is in the best interesl of the health,
safety, morals, convenience, order, prospcrity and wclfare of the citizens of Garfield County'
NOW, THEREFORE, BE IT RESOLVED by rhe Board of County Commissioners of Garficld
Cognty, Colorado, that tE Spccisl Use Permit be and hereby is authorizcd pe.mltting the use of the abovc
described tract of land for the oonstruction of a pcrmanent offic€ building and relued structures and tbe
change in the setbacks required within the R/L (gentle slopes - lowcr vallcy floor) zonc distrct, upon the
following specifi c conditions:
1. Ihat all reprcsontations ofthe applicant, either within the application or stated rt the heariug
before the Board of County Commissioners, shall bg considered conditioru of approval.
Z. Ttut the applicant shall havc 360 days frorn the date of the corditional approval to meet dl
condilioru set forth. The Special Usc Permit shall be issred whcn all conditions stated herein
are met and slull sxpire 360 days after issranc€, unless construction or use have commenced-
3. That rhe applicant shall consult with and rec<ive a driveway permit from Garfield County
Road and tiriOge Department regarding the addilional access from County Road 215, prior
to the issuance of tbe SLIP. The access driveway within the County Road 215 right-of-way,
' from tlre odge of the road to the edge of the County right-of-way, shall be paved with asphalt
consistent with provisions includod within thc Road and Bridge driveway perrnit.
4. That the proposed "crew trailer'' is specifically not perrnitted.
5. That prior to issrance of a building pcrmit, the applicant shall prepare antl submit a soils and
foundation report and an I S,D.S. design prepared and certified by a professional engineqr.
All improvcments shall be constructed in accordance with slch measures, which sball be a
condition of the buitding Permit.
6. All construction strall conform to all applicable portions of the 1994 Uniform Building Code.
't. That, by approval of the Special Use Permit, all yard setbacks for the iubject tracf of lan4 as
rccorded in Book 899 Pages 213-215 of the Garfield County Clerk and Recordcr's Offic€
shall be 25 fca hom the propcrty line. All other zoning requirements of the R/L - gentle
slopes and lower vdley floor - zone district shall rcmain in effect.
E. That the applicant's stsr€d nrcans of reclarnation and rebrbilitation of the site will bc sufficient
to adequiiAly rcclaim the sitc, pursuant to Section 5.03.07 2(A) of the Garfield County
tt'Iutll!,lllllJl't'llllll[!,rJl'lul|Illll'1.";;;a i b.oo o 0.60'I o.oo GARFIELo coLi{TY cLER
Zoning Resolution of 1978, as amended. Reclamation of the site will be required upon
cessation of the uses allowed by this Special Use Pennit requost unless another specid use
pcrmit is issued.
Dated rhis 8Eh day of
ATTEST:
A.D. 19 97
GARFIELD COUNTY BOARD OF
COMMIS SIONERS, GARFIELD COUNTY,
COLORADO
April
of the Board ()
Upon motion duly made and seconded the foregoing Resohrtion was adopted by the following vote:
Commissioner Chairman Marian I ' Smith
Commiseioner John F. Mar
Corrmissloner Larrv L. llcc.o!,[.. :
-'AYe
Aye
Aye
STATE OF COLORADO
County of Garfield
said Gar6eld County, now in my ofEce'
rN wrihrgss wHEREoF, I
Glenwood Springs, this
-
day of
have hereunto set my hand utd
AD. 19
i
affixed th€ rcel of said CountY, at
)
)ss
)
I -. , County Clcrk and ex-officio Clerk of the Board of Couniy
Commissioners in and for rhe County and State aforcsaid do hereby certi& that the annexed ard fioregoing
Resolution is truly copied from the h.ecords of the Procecding of thc Board of County Con;nissioners for
County Clerk and cx-ofhcio Clerk of the Board of County Commissioncrs
Illlllllllllllllll lllll llllll lllllllu llll|l!l llllllll
ib-ii5c oa,rsarr$z Q3:34P Blol4 PcE /147
i-ir: i 0.0o o e.oo t{ o.B GRnFIELD couNTY cLER
Chairrnan
!rrqrl ).
- A. ttrct o! lrnd rlturtr ln !,h? Sr{t,/ttornrhlp l-South, l.hg. tI ltrrL,-Cin'p.n.,Prrtlculrf ly dtrcrlt,ri rr follovr:
?ogGth.r ptth rnd rubJtc! to anOv.r.nd.cfofr r trrct o( lrnddrt€r Ibtd rt (ol Iowrr
eoh,r.nct^g tt th. SH cOrnrr of rrid trclton l, fron yhlCh frrtlnirr.corntr l.n. lron port ylrn urrrt c.p, brtrl H ll;rti!t. f120.00 frrt; ylrh rll.brrrrngt-;",,;;rncd hiirtn-iitig Colorrdo9:ld. Bcrttngr (crnLrrl zonil I- i.rr.-u.rrtn9r ;;.-;;L:in.c :Irotrtinl rIl bcrrlngr hrrttn cqun!rr cloct-rtrr ol.lillt.,,th;hcl rlong thc v!rrGrly rtciion itn. o! rrtd 6.ct,lon t !,0a'?t,20, e ltts.ot fi.i'ti-iii"ri*'""rnrr o! rr Ld tht/. sut/a,thcnce s !o'2rr52' E St0.!r ?ric'ro-rrrr trrr point ot brgrnnrng:t.hi^c. s ]0't5'1r..: 1ll.lt f;;i, -in.n..
N J9,J? t7a. z l11.6tlrtL, Lh.ncr N 5t'{}.074 i lii^ii il.t, rhrncr S,t.20,rr. Hlla. tt (rtr to rh.-rruG poiir oi t.iinnlngr collrrtnlng !,tItetcl, aort or J rtr.
Bcglnhlhg rr. polnt-yh?nc. t.ld Nl{ cornrR ol th. Sttl/a sflt/l oeSrctlon I bcrrr N 50,26,52. n-iio.il trrt., th.hcG 231.40 frrBrlonq rhr.rc cf e 50.00 Ioot ;;Jl;; curv. !o th. r!ghrr hrv!19l cenr('l rnclr or 2{o'o{'20' rnd 3ubt.ndlog r chord'brrrt.ng s?o'2{'{.'e i0t.8e frcri rr,"ncl. ii,l?,rE. }r i6l.r{ !..r, !o Bhrl?i!1.!rlrrly rtghi-of-vry ) lnr o! Counry Rord rto. tI5, Bh.ncrtlonE rrid counrv road_rithr-ot-"ry l tnr'rrong r-iplrlr curr. torhe rl,9hr. rhr chord o( ri,icrr-;r.;; H 15.la,J!. H iO.2r trrt;thencr N !r'l7r2t- E.2li.S7 !rtt; ihenec 52,?6 fccL iJ.on9 rnorrc of r 50.00 !oot rrCiul cutvr to tt,. rtghEl t,..irrE-. c.nrrllrnslo o( 5t'st'{0. rnd rrrbtcndrig r chora riiiir^E x"6t;ri;;;:'i59.9( !tcr ro rh" golnc oc i.si"iriq.
Exhibi E l(Pe9r I of 2)
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R O.OO O O.OO il O.OO GRiFIELD CflJNTY CLER
30873t4ofS
ro!il$99 ri?7i
3t 1'/4, trctton t,brlng rrorr
t!lclrcnt lof lngrrrn rnC alcalab.rng mor. P.r!leul.rly
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A trrct oI ton,] t:, tvntr ln chr SHI St{h.Srctlon l, ?ownrhlp T !oucI, R.rrrgc 16 llart, eth.p.H.. brrng ,r,or. parttcrrl:sIy rlcrcrlbcd re (ol.loyr:
Ccmrnclng rt tho Su q616..1 of rerrl !octton l, (foaehlch I yltn.rr corn.r (cn lron po;l vieh brrrr crptbctrt }|80r 2 [ ,] l.w '110. oO ,"rr r i yt th oI I btrrlngtcontetned hrrcln brlng Colorodo crtd Drr!Lnga(Crntrrl ?onr). ?ruo btorlngr rrt obtelnca ly totatlngrli brrrlngr h.r"Ln counter clock-r!ro Ol.J?r2!",' t hrnct rlong thr vcrterl), rcctlon I ln,r o! rtld Stctlo..I H06.29')O'E ll)6.0 j f ecr ro Lh. lrl{ corn.! ot reldSVt Sut: thonct S50.J6,!2-C 5gO.Sl f..t to tho trucpoInt o! bcgtnnlng; thrncr SiO'26,52"8 4?t.!g !ertrLhencr Sl9.l7'28.!r J:.t,ll !r.,c! trr rhe ngath.rr!rrlyrl9hr,-of-way Ilne. o( corrnry t1eild No, lIj: thrnco 3longr.id counr,y rord right -o!-qa7 linr H{!.OOrOO.ll l16,ail!rcc.' thcncr elonq lri,J co,rnly rood rlght-ot<ay I!nrrlong a rprr.l Crrrv,J to r,hc r19ht. th. chotd Ot rhl,Chberrr }{45.18'J!-r, 91.5S rr.et; th.ncr tfl9r3?r?g,gIll-0f (ect Eo r. lrr tru. pJlrrL of l:egrnnl;r9, co,ttrlnlngf.{l rcror, rnor. or lotr.
Togrther -ith end 3ub:{ct rg rn ?o.anrnt,lor ingrrrtlnd rgrerr over rnd lcrerr a Lr.rc r o( l,rnd le fig-norrperticr.rlarly dcrcribcd or [ullovr :Beginning it a pornt vhrncr tard Flr corDar of thr !r!5x\ of Scction I bcsrr |,5U.26,52,1{ 520.81 tcrt: lhrnc"2s1.40 trcr alons rhc rrc of a 60.00 root,.ai"J;;;".
Ito. tn"-rt9ht. having r cenE.rrl rngLe o( 240,0{r2O. rnd
I :::.."d_r:? :-:!?.d b:rr ine s zc. t4 ,.1{ . E tot . sg lco t ;l:i:::. sl9.l?.18.H tBr.54 sr.t ro thr norrhrrrirrty
I right-of -vay Iinc o( Counry ilor j !r4. 2I5, thrnci rf or.9'sei4 coqnry road right-of-y:)r ilr.c rIong a .pirif-"u_"ogo chg righE. thc chord o! r.hich berrr Nar. lE,Jr.ta60.11 frct; Ehcncc !r19.17.28'E -]g.57 frrC; thrncr
i 6 2.16 lcet l).ong tlrc rrc o! I 6rJ. CO (ooe rrdiu. serv,, :o tht rr9ht. havln" I cenLral anglc o( J9.55.{O-rnO ssbt,rnding a chord be.rrrng NO9.)S.lg-E J9.9{ tectco r.h. poinc of beg inning
Gertirld County, Colorado
Exhlblt AlPrgr 2 of 2l ArrEl lBcorDlxo rlTulx Tc.. r^RtlTr BESOURCf,S CDtt.. Ai rn ! Frrok l(rl hr
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Ll[|l|uil l]lilt]il til [ilt[illt ilt ilil illtlllr670954 O3/25/2Oos 09r56e BtE73 p3l2 lt nLSD0RFI of 2 R 11.00 O O.gO GRRFIELD COuNTy CO
QUTCI,AIM DEED [tbu'\d
THIS DEED, made this l5h day of February, 2005, from WILLLAMS PRODUCTION RMTCOMPAI'IY, a Delaware corporation, succsssor by merger to Barrett Resources Corporation, whosc
-address is l5l5 Arapahoe Street, Tower IrI, Suite 100b, Denver, Colorado, Grantor, to FirerrucksNorthwest, lnc. whose address is 0808 County Road 21 5, Parachute, Colorado 8 I 635, Grantee.
The Grantor, for and in consideration of good and valuable consideratiorL the receipt andsufficiency of which arerrereby acknowledged, has remise4 released, sold and quitclaimed, and by ttresepresents does remise' release, sell and quitclaim unto the Gr*t., its heirs ani assigns forever, all theright, title, interest, claim and demand which the Grantor has in and to the real pr""p".ty described asfollows:
A parcel of land situate in the SW/4SW/4 of Section l, TownshipT South, Rangeg6West of the 6h Principal Meridian, County of Garfield, State of Colorado, described asfollows:
Commencing at the SW corner of said Section l, from which a witness corner (an ironpost with brass cap) bears N88"21'31"W a distance of 220.00 feet; with all bearingscontained herein being Colorado Grid Bearings (Central Zone). True bearings areobtained by rotating all bearings herein -countsr-clockwise
01"37,2g,,; thenceN 06029'20^ E along the westerly line of said Section I a distance of 1336.05 ieet to thenorthwest corner of the SW/4SW/4 of said Section l; thence S ggo56'44" E along thenorthcrly liue of said SW4SW/4 a distance of 548.97 feet to the northwest corner ofTract B as found described in Book 576, Page 468470; thence S 51"43,07,' E along thenortheasterly line of said Tract B a distance of 223.59 feet to the nortlwest comer ofTract C as found described in said Book 576, Page468-470; thance S 51"43'07h E alongthe northeasterly line of said Tract C a distance it zsl.Sl feet to the northeast corner ofsaid Tract C and Tme Point of Beginning of the parcel described herein; thenceS 51o43'07'E along the southwesterly line of u pur"i of land as found described inBook 578, Page 699-701 a distance of 64.94 feet to a point on the northwesterly line of aparcel of land as found described in Book91l, Page 754-755; thence S44il0'l2,Walong the northwesterly line of said parcel of land a dlstance of Zl3.9l feet ro a point onthe northeasterly right of way line for County Road No.2i5; thence N4go0000,Walong the northeasterly right of way line for saii Corurry Road No. 2l 5 a distance of 9.29feet to the southeast comer of Tract D as found described in said Book 576, page 46g-70;thence N 39"3?'28' E along the southeasterly line of said Tract D a distance of 355.22feet to the southeast comer of said Tract C; thence N 39"37'28" E along tfre sorit .astertyIine of said Tract C a distance of 354.61 feet to the northeast comer of said Tract c andpoint of beginning, said parcel of land contains 0.605 acres more or less.
Said parcel is to be merged with a tract of land presently irlentified in Book 9l I atPage 755 in the records of the Garfield County Clerk and Recorder, Assessor,s parcel
No. 2409-013-00402.
To HAVE AND To HOLD the same, together with all and singular the appurturances andprivileges thereunto belonging, or in anywise thereunlo appertaining, and all the estate, right, title, interest
fr617089.1 - 02,'15i05 9:41 AM
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and claim whatsoever, of the Grantor, either in law or equity, to the only proper use, benefit and behoof of
the Grantee, its heirs and assigns forever.
E)GCUTED on the date set forth in the acknowledgelnent below
WILLIAMS PRODUCTION RMT COMPANY
STATE OF COLORADO
CITY AND
COUNTY ofDENVER
The foregoing instrurnent was acknowledged before me this /5"1, day of February, 2005, by
Joseph N. Jaggers, as Vice President of Williams Production nuf Conrpany, a Delaware corporation.
Witness my hand and official seal.
My commission expires , .{ h t / t, 7
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: II,ARRANTY Df,ED
COrn Construction Co., successor by merger to
' Coin Construction Co., a Colorado corporation'
formerly known as Corn Industries, Inc'
a corpor:rtion duly organized and cxisting urxlcr aftl t'y rirtu€ ot lhr llws of
thc Stat 0[ Neh, Mexico
whosc addrcss is P. O. Box 1240, Grand Junction
of the iCrrnty of Mesa , rffl Sra!€ ol' Colorado
,I
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. for the consideration o[
in hand paid. heaby sclls and convcys lo Barrett Resources Corporation ' a
Delaware colproation
whose legal addrcss is
in thc CountY of
real prepertf in thc
As described in
Garf ie 1d
County of
the attached Exhibit A
. and St;rtc of Cof orado
rlollars.
, thc *:rllwing
, and Stdr of Colomdo, lO u !t:
.19 9tl
Together with, but without warranty, all of Grantor's interest in
th6 minerals under the property, including any oil and gas rights;
Reserving, ho,*ever, to Grantor aIl water rights noi,, or-previously
usedontheProPerty,incluaingrbutnotlimitedto'l3oflcubicfoot of water per selond of time out of and from the original
construction of the cornell Ditch #38 wi-th Priority No' -51 in
water District *39, with the right to change the use and point of
diversion.
N
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also lnwn a su€€t and number as
withrllitsappuflenarEes,ari*mmrsrhetitlerobcsame.subjectto:1994 real proPerty taxcs
d;; ;;d'l2atuuiu i" 1995 and all subsequent taxesi easements'
reservations, restrictions and rights of way of record'
'.:-; .
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:o
3I st llarch
S.(Erst
STATE OF COLORADO.
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rnethis 3lsE day of
a!!0Sgg::,ri2l-i
la5cel 3:
A tracE ot Iand sI(uaLe in Lhe 5I'll,/{ swl/'l , Section l'
Tovnship 7 South, Range 96 tresE, 6th ?'H ' , being nore
parElcularly described as (oIlo,Js:
CommencinE at bhe si{ eorner of said Seet,ion 1, fron rhich a
e!t.ness corner (an lron post. vith brass caP) bears.N 89'21''Jl'l{
22o.cc fert; viEh ati ueirittgs contained hereln belng colorado
Grid Bearings (Centril Zone) ] rrue bearings are obtained by
roiaring aIi uearings herein corrnrer cloc)<-uise Ol'3'r28";
thence ilong the velterly sec!ion line of sald Scction 1 N
O6'29;20; e-1336.05 f?eE Lo the Nw corner o! said Swl/1 Swl/1i
thc.nce S 50'25r52'. E 580.8] feet Eo Lhe true Point of beginning;
th€nce S 5O'26'52'e {29'38 feet; thence N 39'31'78'E 354'51
fuei, cnc".G N 5l'{3r07' TI 357.57 feet, Ehence S 5l'20tl8i H
l5{.15 fect to'the true po!nt of beginning, containtng l.l6
acres, nrore or Iess.
togeiher vi!.h and subjecc Eo an sasemenE for lnqress and egress
over and acrgs5 r tract ot Iand being more Parcicularly
descr ibed as (ol lo,,rs:a;ai;;i;g at a point qhence said NH sorneE ot thc sy1/t sflr,ll ol
Seition I bcars-N SO'26'52" i'l 520'81 ftat; thcncc 251'{0 feet
atong itre arc of a 60.00 fooL radir.rs curve to lhe righE, having
a ce;rrrl rngle of 2{0'O{'20,. and subtending a chord bearlng S.
20.2a'{{, E i03.89 feeri rhence S 39'37'28'1r 203.5{ IGGE to thc
notitt"."t.ify righe-of-vay line of County |oad Not-215r thcnce
along said count! road riiht-of-uay line along a sPiral cutvc eo
the iigrrt, Lhe c[rord of vhictr bears N {5'38'35" fl 60 '21 lcet;
it""".-H isilr.76. e 778.57 !ect: r.hence 62.?5 feeL .Iong rhc
arc of a 60.00 too! radius curve to the right' -havi-n9^r centr'1
anglc ot 59'55'{0" and subtending a chord bearing N 09'35'18'E
59.9( tceC Eo Lhe potnts oa beglnnlng.
a
17-
Exhibit A
(rage I of 2l
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ari,089g '::;21-1
lgrceI .4:
A trdct of lanrl siEurLe :.n Ehe Swt Swt,Sectlon I, Townshrp ? 5o,-rth, Raitge g6 VIest, 6th.P.M., berng more oar!Lc,.rlaf Iy rte;cribeC as follor::
Coairrencing at the SrJ ss6ng1 ,>f saici Seciion l, (fomwhich a witness corncr (rn irort post with brass cap)bears N88.2I'3I"w .22O-00 fser; r,rich a1 I bearingscontained herein being Colora<lo Gri.d Bea!ings(CantraI Zonc). True beorings a:e obtained by rotatingalI beasi,ngs i\erein counter clock-vise OI.37'28,.;thence along tha rrestcrll, section line of sald Sec!lon1 lio6.29'?a"E 1336.O5 feet ro rhe Nw ccrner of said
s,wt swk; Lhenqe SSOe 2E 'SZ,'E 5aO.gl f eet to the true
Sroint of beginnr-ngr thence Sr0.26.52,,E 429.39 feer;thence S l9€ J7 '28-l{ )"s5 -Z? f r:ei rrr thq northeas CerlyriSh!-of-vray linc oI Cor,rr,ty lloaC i.to.2I3: thencc alongsaid coun[y road rigirE.-of -wo? Iine ];4goOO,OO-W I36 -44
f eet.- t,hence aLoncl ssirJ corrnty rcaC :iqht-of -*ay IincalOng a spira t curv,-. Lo the rig!.rt, the chord of !,hichbeats NriS'18'35"H 91.55 I,:ct; thence li39.JZr2g,'E
333 -OI f eet Eo thrl lsr-12 p,-rirrt oI l:cAinn:.ng, corrtaining3.41 acres, more or Icss.
Together -ith and subjecE:o rn easeir,.en! for ingressand egres: ower and eqros:i a tracl of land being moreparticuIarLy described as folLous:
Beginning at a pornt whencu said Nw cerlrer of the SI.rkSHI of Section 1 l>ears !t5U.26'52"11 5ZO.B3 f eet-: thence:25I.4O feet al,ong thc arc cf a 6C.OO foot radiuC curve
I to tfre right., haring a cenrral angle ot 24O.04'2O,. and
lsubtending a chord bearing S20"2,t;4o"E 103,99 leet;
Ithence 5]9.37'28"W 293.54 feeE !o rhe northeasterly
lright-of-ray Iine oi County Road No. 2I5, thenc{ llong'sa!d counEy road !ight-of-b'ly line alo:rg a spirif curve
Eo ahe right, the chord of s'hict bears N45.38,35.1,
60.21 f eet; Ehence N.lg'l7 ' 28" 8 2't8. 57 f eet; thence
i52-76 feeE along the a!c oE n 6U.CO tcoB radius curve
Ito tfre ri9ht, havr.69 a celrtral angle of 99'55,40.
and subfending I chord besrlng lJo9cf5'I8'E 59.94 fe.t:to Ehe point of beginnrng.
Garfield County, Coloraio
Exhibtt A
lPage 2 of 2)AFTER RECOR'DING RETURN ?'
. BARRETT RESOURCES CORP.
. Attn: Ftank Keller. ll25 tTrh 53gssg, lt2(00
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County 66 Garfield , State o!
GARiIE'-D
ffiu"rlittr
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?-^l
ColoraCo . for the considcralion olOre
Fifty Scven Tlou-;ard Seven Hunr-,red and no,/100+---
tlollars, in hand paid. lrcreby scll(s) and convey(s) lo
CoRN CONSTRUCTION CO., a Colorado corporation
whme legal address is P . O . Box 'l24C r' Gran<l Junct ion
Mesa , and State oI Coloracltle lollorving real property iu the ii d
Range 95 west of the 5th P.lr., bairrg nore particrrlar.!-y describ.:t as folLcr*-r:
Ctrmenciry at the Slr' corxer of sai.d Secticn 1, from virich a rritness c\lner
(an iron post wiiJr brass cai:) bears lbrti 86!21'3I' l^iest 220.0G ;eeU #rth aU- ,i
tearirrJs contaired herein beilg Ccloraclo Grid P€ari.xgs (Cer,.tral Zc'ne.). Tr.re .i
bearirgs are obtairr:d by rotatl-rg all bearings herein counter clock-{rise 01037'
2B'; Urence alorrg ttsre r.resterly section lile of said Section 1. tbrt}r 06"29'?0" i:paqt 1335.05 feet to the Nertlnesb cgrner of said S9&S,itII, ther.ce so-rtli 50026'52" i'
East 580.83 feet to t}re tn:e point of l:gjrudrg; tlerce South 50025'52" East ii
429.38 feetr ttle'rce South 39"37t28" l.rest 355.22 feet to Lhe Northeasterly right d.'
r"ray Ureof 664irrty Road lio. 2L5; tttence a1or4r 'said county roarl righL of rray line ,l
lbrth 4Bo0O'00" l^bst 335.44 feet; tlence a-Icrng said cortrnty.oad right o-t r"=.; Ii::el
along a spirat errrve to'.he right. the chord of rrtrich bears No:th 45'38'35" lrbst .
9-3.55 feet; thsrce tjorth 39037'28" Eaet 333.01 fee-L to the true poi:rt of begirurir::;.
hgtEm r+ith and subject to an easerHrt for irgress and egress over and across e
tr-act of land beirg nr:re p:rt.i.crrlarly desei-ted as follor"rs: Begjrrrlirg at a pojnt ,,!l ;r&;ddmi ;;; of che srrt of the slrt cf Secui.:n 1 bears ld.tr, so"ze 'ia;-w"*di'li SZO.P"] fmt: tlpnm 2il-dn fmr ^lr=d il^e arc nf Eo,OO frrt radi.t-rs rrr1.E. to *re !,o
ir rii,,ifrq,i"fgtil";:uo;r;;r,tar*a prou."^a sszs w. 6$ Aw., rrkevdrd, co s02lr-(303) 2t:r-0e0u-r.iii,l
qr;1.
EVELYN G. HcTSY
wltoso il(ldress is
C.)unt5'oI Garf ie-ld , rnd State of Colorado' lo \vit:
A tr.act of land situate in the S'ne; cif the s1q of SecLicrr l, Ib^ns.riP 7 souti,
tle chord of r",,i^.ich bears tlor.h 45o38'35" west 60.21 feet; tlrenc-e llorth 39'37128" ,'-'Faqt 278.57 feet; tlenoe 62.76 feet alorg tte arc of a 50.00 fot radius c'un"e
1
vrtrr\enaitleqloooffisEtkEoos(',o$hci& the right, having
centgai an$l'e of 59055'40" arc subterding a cto:d bearirq.North 09035'18" East
59.94 feet to t}le point of heginnirq;
\dtlr a-ll its alpr.rrterranc'es, arrJ warrar"rts the tltle tD t}re sane, sr.:Jrject to 1982
taxes d-Ie and payable i-n 1983; also subject to easgllants, rights of r,ny,
teservalions ard restricLions of rerrrd-
Stgned thls dey of
STATE OF COLORADO,
County o, Garfiel
The foregolng instrument was scknorvlddged before me this
?day ol Jon*tc-f ,l9t>, by Evelyn G. Hc(ay.
Itty eommlssion expi.res 3 - > V -t 4
..'Witness my hand aod official seal.
c_j
oou 682 rrstSllt
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Boor 6?3 rros834
.
GATRAO
, , :- ,:i DEC, 0 3 tg{ls
Etaio Doo. fo
, 3 t/:<ru:
Colorado - for Ule sonsidentim of
Ten Dollars and,.other qood and valuable
consj.derati-on . . #llt9$' in hand paid' h<rcbv sclxsl
and con,ycy(s) ro CORN,' INDUSTRIBS, INC. : . .: . .
;-'.::: ...., -.- .: ::..::. :. 1.:.:- --l:
-L:f:;.whosc legal addrcrs is r''f : 'O. Bor. 12lt0l ,?: U. t,O]c..LZ{U:' ..J , : t:.
Grand Junclionr Co 81502
CQDrYof ' - lleBa
tlrc folloring red pmpcny in the
. rnO Sua of
County of Garf ield
Coloredo, to wit:
SEE E)O{IBIT ''A.,
a pert cc
allo kno{n by sE€cr ud nurnbcr x :.'-
vith cll its rppurtemm, and wrnt(s) lhe ride to tle
'amc.
subJcct io
and rights-of-way of record.
.. .:::.r 4:.. ....:,:::.
EaseBenta, restrictions
OI
C6unty of
,19 85, by Evelyn
Garfield
G. HcKay
l.t, ;
IJ[,ARRANTIFDF'.fIT>-..__:. _
'It h DcnEt itrEd'titt rnd.-
Wrtncss my hard and ofhcial sl.
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Signcd fiie
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-i- tna rb.r:i scr!e:tae o: iararrat:. r
Pel'EP-r,!$ 116L.1 .i:!c.j i;r :: f,.,:.!_.r:..! irere+j w.':ic:r :jl.- tictti:er?l nz a :j .._
::: '.--:::.. :
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-4.(L dry of ltOrenftrer , 1985,#"ra-./Z'f
Evelyn c. x6xay - {
srArE oFc0LoRADo.
I *.
C-omty of Garf ield
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LEGAL DESCITlPTION
A tract of land sieuaL swt/4 swl/4,Torrnsbip 7 South, Range 96particularly described as foI Iow s:
West, 5th P.l,l ., being
booi 68P rlot315
E00x 6?0 ruffS&5
Sectlon 1,
more
' .' j., ;1
Conmencing at the SW corner of said Sectlon l, fron ghich aeitness corner ('an iron post wiLh brass cap) b€ars N 88'21r31. tI220.00 feeE; with aIl, bearings contained herein being ColoradoGrid Bearings (Central Zone). .True bearlngs are obLained by iroEating alI bearings herein counter clock-rlse 01'37,28';thenee along the westerly section ]ine of satd.sectton I N05'29'20'E 1336.05 feet to the }{ri corner of said SWI/l SWt/1tthence S 50'26'52'E 580.83 feet to the true point of beglnning;thenee s 50'26r52. E l2g.lg feeEi thence N 39.3?,29. E 354.61-f eet, thence N 5l'43.0?' W 357.57 f eet, thence S 5l'20r,t g" fi/-fr.354.15 feet. to the true point of beginnlng, containing J.l6 -
acreg, rnore or 1es 3.
Togelher rrlth and subJect. to an eagement for lngresa and egressover and acEoss a tract of land.being more psrtieularlydescribed as follows:Beginning at a point whence sald NhI corner of the SWl,/a SWl,/4 ofSection I bears N 50'26'52" lt S20.83 feet: thence 251.40 fecLalong the arc of a 60.00 foot radius curve to uhe rlght, havinga central angle of 2d0'04'20, and subtending a chord bearlng S-2$'21', 4{" E 103.8g feet; thence s 39.37'2g. H 283.51 feet to thenorthee$terLy right-of-way line of County Road No. 215, thencealong_said count.y road rlght-of-uay line along a splrai curve tothe right, the chord of vhlch bears u {5'38'35" W 60.Zl feet;thence N 39'37i28" e 278.57 feet; thence 62.?6 feet along thearc of a 50.00 foot radlus curve Lo Ehe rlght, havlng a ientralangle of 59'55'40" and gubtending a chord 6earing N 09.35,1g, E59.94 feeE, to the polnt of beglnning.
Together with all water and ditch rights appurtenant to orusedinconnection rrith the property, including but DotIimited to'?/80 of 1 cubic foot of lrater per second of timeout of and frorE the origina]- construction of the CorneII Ditch
138 with priority }{o. 51 in Water District #39.
EXHIBIT A
ParceI 3
(
wiilffis
EXPIOMIION & PRODUCTION
t0r8 cR 12r,
P O. Box 370
Prrechutc, CO 816354370
970t285-%n
9701285-9573 f.x
February 20,2006
Mr. Mark Bean
Director
Garfield County Building and
Planning Department
108 8th SEeet, 4th Floor
Glenwood Springs, CO 81601
Dear Mr. Bean,
By this letter Williams Production RMT Co. authorizes PVCMI- Land Planning Division
to represent us in any and all matters related to the special use permit application known
as Williams Production RMT Co.- Office Building Expansion located at 1058 County
Road 215 Parachute, CO 81635.
This includes the preparation and submission of documents associated with the land use
application and representation of this application before the applicable appointed and
elected boards.
Williams Production RMT Co.
PVCMI
Land Planning Division
1038 County Road 323
Rifle, CO 81650
Ph.970-62s-5350
Fax970-625-4522
Email : pvcm@direcway.com
Production RMT Co.- Office Building Expansion
Submittal Item Number: 11- Impact Statement
Please find attached the following items.
(The items prepared within section l1 are arranged as called for in the Garfield
County Supplemental Regulations Section 5.03.07 and are additionally compliant
with Garfield County Supplemental Regulations Section 5.03.08 items #l-#4
Industrial Performance Standards)
1.A. Existing lawful use of water.
1. Construction Stormwater Management Plan prepared by Cordilleran
Compliance Services, Inc. dated February 2,2006. The Stormwater
Discharge Permit has been applied for but a number has not yet been
issued for the permit. Please see attachment 1 1.1.A.1 Stormwater.
2. Spill Prevention Control and Countermeasure Plan prepared by
Cordilleran Compliance Services, Inc revision date March 2006.
Please see attachment I I .1.A.2 SPCC
3. Domestic Water System- Please see attachment "3a Water
System".
The above information illustrates that Williams Production RMT Co. has a
stormwater management plan and spill prevention control and counterrneasures
plan and has applied for a Stormwater Discharge permit that meets the
iequirements set forth by the Town of Parachute, Garfield County, the State of
Colorado and the USEPA.
1.8. Impacts on adjacent land
1. Vapor- There is not vapor anticipated with this office expansion.
2. Dust- See attached statement 1 1.1 .B.2 Dust Control regarding dust
control policy at the Office Building Expansion.
Page 1 of3
3. Smoke- Smoke is not anticipated with this office expansion'
4. Noise- Please see attached statement I 1.1.B.4 0n Noise Abatement'
5. Glare- Please see attached statement 1 l.l.B.5 on Glare Abatement.
6. Vibration- Vibration is not anticipated with this office expansion.
The above information illustrates that Williams Production RMT Co. has proven
that vapor, dust smoke, noise, glare and vibration controls meets the requirements
set forth by Garfield County, the State of Colorado and the USEPA.
l.C. Impacts on Witdlife
See Section 1 I .1.C Wildlife for details regarding this item.
The above information illustrates that Williams Production RMT Co. has
followed the recommendations set forth by the Colorado Division of
Wildlife.
1.D. Impacts of Truck and Automobile Traffic.
1. Auxiliary Turn Lane Assessment dated February 2006 prepared by Ann
Bowers & Associates, Inc. Please see attachment I L 1.D Traffic.
2. Please see submittal#5 "Garfreld County Road & Bridge Department
Access Issues".
The report summarizes on Page 7 indicating "Based on the projected trip
generation for the Williams RMT Office Building and the auxiliary lane
iequirements from the CDOT Access Code detailed above, no auxiliary turn lanes
are required on CR 215 for the proposed use and access. This applies to both the
existing conditions and Year 2026 conditions. If the back parcel re-develops in
the future, the need for auxiliary lanes should be evaluated at that time."
In conclusion, we feel that our request for the additional access point from County
Road 215 is appropriate and is supported by the Ann Bowers & Associates, Inc.
Auxiliary Turn Lane Assessment dated February 2006.
1.E. Distances from Abutting Property. Letter attached at 1 l.l.E regarding
abutting property.
l.F. Mitigation Measures Proposed. Please see mitigation measures noted in
each of the individual submittal items.
Page2 of3
2.A. Site Rehabilitation Plan. Please see attachment 1 1.2.A Site Rehabilitation
Plan.
Please note that the above and attached information presented discusses a
carefully implemented plan for mitigation of impacts caused by the proposed
Office Expansion.
Please contact me with any questions.
Sincerely,
Philip B. Vaughan
President
PVCMI
Page 3 of3
CONSTRUCTION STORM WATER MANAGEMENT PLAN
(sToRM WATER DTSCHARGE PERMIT # <TBD>)
PARACHUTE OFFICE EXPANSION
GARFIELD COUNTY, COLORADO
PREPARED FOR:
WILLIAMS PRODUCTION RMT COMPANY
P.O. Box 370
Parachute, Colorado 81635
PREPARED BY:
CORDILLERAN COMPLIANCE SERVICES, INC.
82621% Road
Grand Junction, Colorado 81505
970.263.7800
ORIGINAL PLAN DATE:
February 2,2006
REVISION DATE:
February 2,2006
CoRDI LLERAN
2.0
3.0
CONSTRUCTION SITE CHARACTERISTICS .......................5
2.1 Location of Storm Water Outfalls..... ......................5
2.2 Drainage Basins for Each Outfall .........5
2.3 Construction Activities........... ..............5
2.4 Materials Handling, Loading, and Storage Areas......... ............5
2.5 Adjacent Property Descriptions................ ..............6
DBSCRIPTION OF POTENTIAL POLLUTION SOURCES AND MATERIAL
INVENTORY ............ ...............6
3.1 Description of Significant Material Storage ...........6
3.2 Description of Significant Spills, Leaks, Releases ..................6
3.3 Storm Water Discharge Permit Number .................6
3.4 Potential Pollution Sources ...................6
3.5 Summary of Storm water Sampling Data ...............7
sToRM WATER MANAGEMENT CONTROLS................ ......................8
4.1 SWMP Administrator............. ..............8
4.2 Preventive Maintenance......... ...............8
4.3 Good Housekeeping............. .................9
4.3.1 Operations and Maintenance Techniques .........................9
4.3.2 Material Storage and MaterialHandling. ........9
4.4 SpillPrevention and Response Procedures............... ..............10
4.5 Best Management Practices ................10
4.5.1 Storm Water Diversion ...............10
4.5.2 Sediment and Erosion Prevention ................10
4.5.3 Other Pollution Prevention Measures ...........13
4.6 Employee Training................ ..............13
4.6.1 Introduction to Storm water Permits.............. ................14
4.6.2 Pertinent Components of the Permit - SWMP ...............14
4.6.3 Reporting and Record keeping..... .................14
4.0
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Grond Junction, Colorado
6.0
7.0
8.0
4.6.4 Enforcement ..............14
INSPECTION AND MAINTNENANCE PROCEDURES.......... ..............15
5.1 Inspection Log .................16
5.2 Inspections and Record Keeping for Non-Storm Water Discharges ........16
5.3 SWMP Revision Log........... ...............16
CONSISTENCY WITH OTHER PLANS..... .........,17
ALLOWABLE NON.STORM WATER DISCHARGES.......... ..,........,...,17
ADDITIONAL REQUIREMENTS FOR FACILITIES SUBJECT TO
SARA TITLE III, SECTION 313..... ......17
LIST OF FIGURES
Site Location Map
Site Map - Construction Grading Plan
LIST OF TABLES
Notification of Outside Parties - Public Safety Officials and Government Agencies
Spill Cleanup Contractors
ATTACHMBNTS
Attachment A - Storm Water Management Inspection Log and Inspection Form
Attachment B - Typical Storm Water BMP Details
Figure
I
)
Table
1)
Parachute Offi ce Expansion
Construction Storm Water Management Plan
Cordilleran Compliance Semices, Inc.
G rand Junction, C olorado
INTRODUCTION
Purpose/Objective
Cordilleran Compliance Services, Inc. (Cordilleran) has prepared this Storm Water Management
Plan (SWMP) for Williams Production RMT Company (Williams) for construction activities
associated with the Parachute Office Expansion in Garfield County, Colorado. This SWMP has
been written to comply with the Colorado Department of Public Health and Environment
(CDPHE) General Permit number COR-03000 issued on June 30,2002 (expiration date: June 30,
2007), and related U.S. Environmental Protection Agency (USEPA) National Pollutant
Discharge Elimination System (NPDES) storm water regulations. The goal of this plan is to
improve water quality by reducing pollutants in storm water discharges. Construction activities
potentially produce many different kinds of pollutants that may adversely impact storm water.
The Federal Clean Water Act [Section a02fu)] requires that discharges of pollutants to waters of
the United Station from any point source be regulated by NPDES permits. In November 1990
the USEPA published final regulations that established application requirements for storm water
associated with construction activity for soil disturbances of 5 acres or more be regulated as an
industrial activity and covered by an NPDES permit. In December 1999 the USEPA published
final Phase II NPDES regulations that established application requirements for storm water
associated with construction activity for soil disturbances to be regulated as an industrial activity
and covered by an NPDES permit. These regulations became effective July l, 2002.
The main pollutant of concern at construction sites is sediment, which can become entrained in
storm water runoff following grading activities that remove protective vegetative cover. When
the storm water runoff carrying these sediments reaches a lake or stream and slows down, the
suspended sediments are deposited, and can choke the river channel or cover areas where fish
spawn and aquatic plants grow. The particles also cloud waters causing aquatic respiration
problems resulting in the death of fish and plants in these systems. Construction may also
involve the use of toxic or hazardous materials such as petroleum products, fertilizers, pesticides
and herbicides, and building materials such as sealants and concrete, and other chemicals that
can be harmful to humans and aquatic life. This plan covers the construction site and the
associated right-of-way.
Cordilleran has prepared this plan for Williams in order to satis$ the storm water management
requirements for a new construction site. This SWMP for the Parachute Office Expansion will
be maintained at the Williams Parachute Office, and at the Williams regional office in Denver,
Colorado until the storm water discharge permit expires or is inactivated by Williams. This
SWMP is intended to be a dynamic document that is updated as needed throughout the duration
of the construction project. A record of revision dates is included in Section 5.3 of this
document. Document updates willbe performed to include the following:
l. Inclusion of newly proposed activities resulting in ground disturbance;
2. Revision of existing best management practices (BMPs) as needed to address
sediment control, and;
Parachute Offi ce Expansion
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C ordilleran Compliance Services, I nc.
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3. Removal of BMPs and reduction in monitoring frequency for stabilized or
revegetated areas.
Faci lity Name/Location
The Parachute Office Expansion is located approximately I mile northwest of the town of
Parachute, Colorado on County Road 215 in Garfield County, Colorado. The facility lies within
the southwest quarter of the southwest quarter of Section l, Township 7 South, Range 96 West.
Specifically, the site is located at 39.4625" north latitude, and 108.065833o west longitude.
Refer to the site location map in Figure l.
Owner/Operator Contact Information
Williams Production RMT Company
PO Box 370
Parachute, Colorado 8l 635
Facility Contact/SWMP Administrator: Mr. Michael Gardner
Work Phone: (970) 263-2714
Cell Phone: (970) 640-1855
Fax Number: (970) 285-0121
Emergency Contact: Mr. Dave Cesark
Work Phone: (970) 285-9377
Cell Phone: (97O) 216-9181
Fax Number (97 $ 285-957 3
Tvpe of Facilitv
The Parachute Office is a commercial office and storage facility undergoing expansion and new
construction. This facility is occupied during normal hours. As a construction site disrupting
more than one acre of land, the primary concem is that of sediments becoming entrained in storm
water and flowing offsite following grading and clearing operations. Additionally, anY
chemicals stored or used onsite during construction have the potential to adversely impact storm
water and migrate offsite without proper management in the event of a spill or release.
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Grand Junction, Colorado
1.0 SITE DESCRIPTION
I .l Site Location
The Parachute Office Expansion is located approximately I mile northwest of the town of
Parachute, Colorado on County Road 215 in Garfield County, Colorado. The facility lies within
the southwest quarter of the southwest quarter of Section l, Township 7 South, Range 96 West.
Specifically, the site is located at 39.4625" north latitude, and 108.065833o west longitude.
Refer to the site location map in Figure l.
1.2 Location Size
The construction activities associated with the planned Parachute Office Expansion will disturb
approximat ely 2.45 acres.
1.3 Site & Area Characteristics
The Parachute Office site is located in an arid region on the western slope of Colorado.
According to information from the National Oceanic and Atmospheric Administration (NOAA)
Westem Regional Climate Center, the area receives an average of between l0 and l5 inches of
precipitation annually. The maximum estimated precipitation in a 24 hour period, for a 25 year
storm event is 2l tenths of an inch (2.1 inches).
According to information from the USDA Natural Resources Conservation Service, soils in the
vicinity of the Parachute Office Expansion belong to the Arvada-Torrifluvents-Heldt complex.
These soils are deep, well drained to somewhat poorly drained, nearly level to gently sloping
soils, on benches, terraces, alluvial fans, and flood plains. Runoff is very rapid and the hazard of
water erosion is very high in sloping areas.
Parachute Creek, a perennial stream, is located approximately 1000 feet southwest and down
gradient of the center of the Parachute Office Expansion site. Parachute Creek flows southeast to
its confluence with the Colorado River, approximately I mile southeast of the location. There is
also an irrigation ditch, which flows perennially, approximately 500 feet north and up gradient of
the site.
The Parachute Office is in use at the date of this revision.
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Grand Junction, C olorado
2.0 CONSTRUCTION SITB CHARACTERISTICS
The Parachute Office site has a slight slope to the south-southwest. The expansion area will
occupy approximat ely 2.45 acres and the change in elevation across this portion is approximately
6 feet. Storm water runoff from the site tends to flow toward Parachute Creek, a perennial
tributary to the Colorado River.
Storm water outfalls, surface water, structural control measures, industrial activities, materials
handling, loading, and storage areas, and adjacent properties are described in the following
sections.
2.1 Location of Storm Water Outfalls
In considering the location and planned extent of the new construction area at the Parachute
Office, storm water outfalls are anticipated to be constructed along the southwest border of the
property. Storm water leaves the Parachute Office Expansion site via surface flow to the
iorit "urt. Currently no storm water outfalls exist onsite; instead storm water exits the site via
sheet wash.
2.2 Drainage Basins for Each Outfall
Storm water runoff is expected to generally move to the south and southeast across the
construction site. During construction, a silt fence should be constructed as needed to prevent
soils from washing offsite. In the event that the Parachute Office facility has a release or spill of
a reportable quantity that impacts storm water and migrates offsite this SWMP should be
reviewed and ievised as needed. Submittal of the revised SWMP to the Colorado Oil and Gas
Conservation Commission (COGCC) and CDPHE may be required at the request of said
agencies.
2.3 Construction Activities
The construction area will be cleared and constructed using conventional cut and fill
earthmoving techniques. The site surface will be graded so that storm water flow onto the site is
diverted away from potential pollution sources and so that storm water runoff and spilled liquids
remain on the site. Soil and aggregate materials will be managed so that erosion and sediment
transport are minimized. Nearby drainages and water courses will be protected by appropriate
measures. Construction activities are planned to commence in May of 2006, with final site
stabilization anticipated to occur by May of 2007
2.4 Materials Handling. Loading. and Storage Areas
Fuels, pesticides or herbicides, paints or solvents, and other industrial materials associated with
construction activities must be handled, loaded, and stored so as to prevent storm water impacts
from occurring. All liquids shall be stored in appropriate containers and properly protected from
adverse weather or storm events. By following good housekeeping and best management
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4
practices (BMPs), discharges of impacted storm water can be averted. Industrial wastewater
shall be properly disposed and not allowed to be discharged to storrn water conveyances.
2.5 Adjacent Property Descriptions
The site is surrounded on all sides by private agricultural land. Surrounding land usage is
primarily for oil and gas exploration and production and to a lesser extent for seasonal livestock
grazingand farming.
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3.0 DESCRIPTION OF POTENTIAL POLLUTION SOURCES AND MATBRIAL
INVENTORY
The following is a description of potential sources of pollutants to storm water discharges.
3.1 Description of Significant Material Storage
During construction chemical storage will be minimal. Stockpiles of excavated soils should be
bermed and covered with sheet plastic or tarps to prevent storm water from transporting
sediments into nearby dry washes. Any fuel storage tanks for trucks and heavy construction
equipment refueling should be contained in an earthen berm capable of containing the entire
volume of the largest tank.
3.2 Description of Significant Spills. Leaks. Releases
The expansion area of the Parachute Office is within an existing facility. No significant spills,
leaks, or releases have occurred at the site prior to initiation of construction activities.
3.3 Storm Water Discharge Permit Number
An active CDPHE storm water discharge permit for construction activities with permit number
<insert permit number upon receipF exists for the Parachute Office Expansion at the time of
this revision.
3.4 Potential Pollution Sources
Potential pollution sources associated with construction sites include:
. Sediment resulting from erosion of soil or aggregate stockpiles and other areas cleared of
vegetation;
o Leakage of fuels and lubricants from equipment or storage tanks and spills from fueling;
. Use or leakage of pesticides, herbicide, sealants, emulsions, or concrete;
o Trash and debris from clearing activities, construction materials, and workers.
The most common source of pollution from construction sites is sediment, which can be carried
away from the work site with storm water runoff and impact the water quality of a receiving
stream. Clearing, grading, and otherwise altering previously undisturbed land can increase the
rate ofsoil erosion over pre-disturbance rates.
Petroleum products can also be potential storm water pollutants. These products are used in
construction and drilling activities to power or lubricate equipment and include: fuel, gear oil,
hydraulic oil, brake fluid, and grease. Chemicals should be properly stored in areas where they
will not come in contact with storm water.
Debris from laydown areas, residue from equipment cleaning and maintenance, and solid waste
generated from land clearing operations and human activity (trees, brush, paper, trash, etc.)
Parachute Office Expansion
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Cordilleran Compliance Services, Inc.
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present other potential pollution sources within the construction site. Other materials on-site will
include compressed gasses used in welding and chemicals used and stored on-site for use in
construction activity.
3.5 Summary of Storm Water Sampling Data
Storm water sampling is not required by the discharge permit issued for the facility and sampling
has not been requested by the CDPHE. As such, there are no storm water sampling data for the
facility.
Parachute Offi ce Expansion
Construction Storm Water Management Plan
Cordilleran Compliance Sertices, Inc.
Grand Junction, Colorado
O 4.0 sroRM *ATER MANAGEMENT coNTRoLS
Storm water management controls have been developed for the construction of the Parachute
Office Expansion. These are described below.
4.1 SWMP Administrator
The SWMP Administrator is responsible for:
- Authority for dedicating the necessary financial and human resources to implement the
SWMP;
- Implementing spill clean ups;
- NotiSing local authorities and local residents in the event that a significant release of
storm water occurs that leaves the location; and
- Signatory authority.
- Coordinating various stages of plan development and implementation;
- Conductinginspections;
- Coordinating employee training programs;
- Maintaining all records;
- Making certain that all appropriate reports are submitted as necessary;
- Coordinating the implementation of the preventive maintenance program; and
- Supervising spill response and housekeeping measures.
4.2 Preventive Maintenance
The following preventive maintenance measures will be implemented to reduce potential storrn
water contamination sources at the Parachute Office site:
- Storage containers, fuel tanks, and equipment in use during construction activities will be
visually inspected daily for obvious leaks by site and contractor personnel as they
perform their routine duties;
- Storage containers will be properly labeled so material accidentally released can be
quickly identified, properly cleaned up, and disposed. OSHA-approved labeling and
signage systems will be completed in a timely fashion;
- Erosion damage to the earthen berms and outfalls onsite will be repaired in a timely
fashion;
- Areas of stained soil will be inspected to identiff the sources, and if necessary, releases
associated with routine operations and maintenance will be minimized to the extent
practical;
- Energy-dissipating material, such as riprap, will be placed at the storm water outfalls to
prevent erosional damage. Although the site does not currently have distinct outfalls,
energy-dissipating material such as cobbles or gravel could minimize erosion of onsite
soils at the outfalls and in areas where chemicals are likely to come into contact with
storm water. Barrow ditches should be free from vegetation and debris which may cause
impounding of storm water;
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- Storm water management structures will be cleared of debris and repaired when
necessary;and
- Surface runoff controls such as curbing, culverting, and ditches will be used to control
runoff at the facility, and will be used to prevent runoff from the adjacent properties to
the north from flowing onto the facility.
4.3 Good Housekeeping
The following items will be addressed to maintain a clean and orderly facility.
4.3.1 Operations and Maintenance Techniques
- Develop and maintain inspection schedules (See Attachment A);
- Correct deficiencies noted during these inspections;
- Clean and maintain storm water management system components;
- Routine trash collection and disposal, and grounds maintenance;
- Familiarize employees and contractors with the storage locations for spill clean-up
equipment;
- Familiarize employees and contractors with good housekeeping procedures, tips,
reminders, and pollution prevention concepts; and
- Control erosion around vehicle access areas (gravel drive-through areas).
4.3.2 Material Storage and Material Handline
Where possible, materials will be stored and handled in covered areas to prevent contact with
storm water. Employees and contractors will receive training in identifying spills, and in
containment and cleanup measures. Training will be provided for specific material handling
procedures and practices, as well as proper use of equipment employed to mitigate spills. The
following practices will be followed at the material storage areas:
- Storage containers will be stored away from direct traffic to prevent accidents;
- Dumpsters, empty containers, receptacles, and sumps will be covered to prevent the
collection of precipitation;
- Storage areas will be kept free of trash;
- Chemical substances used at the site will be identified, properly labeled, inventoried, and
the Material Safety Data Sheets (MSDS) will be kept on file;
- Chemical substance containers will be clearly labeled and have MSDS on file. The
following information should be displayed:
o Type ofsubstance.
o Stock number.
o Expiration date.
o Reactivity.
o Corrosivity.
o Ignitability.
o Toxicity.
o Health hazards.
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G rand Junction, Colorado
o Suggested hauling methods.
o First aid.
- Containers will be stored off the ground to prevent corrosion'
4.4 Spill Prevention and Response Procedures
Williams is committed to operating the Parachute Office facility in accordance with Section
112.7 of the Oil Pollution Prevention Regulations issued under the Federal Water Pollution
Control Act (40 CFR Part 112). These regulations require the owners/operators of certain
facilities to prepare and implement a Spill Prevention Control and Counterrneasure (SPCC) plan.
Copies of the SpCC and SWMP plans will be maintained at the Parachute Office Expansion, at
the Parachute Field Office, and at the regional office in Denver, Colorado.
The SPCC plan contains information on the potential for oil, as defined in 40 CFR Part I l2.2,to
impact storm water discharges, and the quantities of oil that potentially could be discharged. The
SpCC plan contains information on employee training pertaining to spill prevention and
response.
Governmental agencies to be contacted in the event of a release and spill cleanup contractors are
listed in Tables 2 and Table 3, respectively.
4.5 Best Management Practices
Williams will continue to implement appropriate storm water management practices including
diversion; materials handling and spill prevention; sediment and erosion prevention; inspections;
and other non-structural measures at the Parachute Office Expansion. These are discussed
below. All excavation work shall be conducted in an manner that preserves soil and allows for
segregation of soil types in order to facilitate land reclamation in the future. Measures shall be
takenlo preserve excessive soil erosion by wind or water including silt fencing, straw bales and
other storm water management efforts. All excavated surfaces shall be maintained with adequate
moisture to prevent wind erosion.
4.5.1 Storm Water Diversion
Culverts may be used to control runoff or divert it away from construction activities and
equipment. Prevent storm water flow from leaving the construction site using grading or
.itrnairg terraces across to the southwestern portion of the site and planting open areas with
native grasses as soon as feasible.
4.5.2 Sediment and Erosion Prevention
The objective of erosion and sediment controls is to minimize the release of sediments to storm
water runoff. This can be accomplished through the use of structural and/or nonstructural
controls. This section describes erosion and sediment controls to be used to minimize possible
sediment impacts to storm water runoff. The proposed erosion control features include:
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Placement of the topsoil stockpile at the upgradient edge of the construction site to divert
run-on;
Installation of silt fence at or below the toe of fill slopes where located within 100 feet of
surface water drainages or where steep slopes will likely result in rapid drainage from the
location to nearby drainages;
Grading of construction site surfaces to control and direct drainage flowt;
Installation of check dams in areas of concentrated flow; and
Permanent seeding or stabilization of areas where construction is complete and ground
surfaces have been graded to the final configuration.
Ilnhill toosoil stockoile/diversion berm
In order to divert surface runoff from upgradient areas away from construction or facility areas,
salvaged topsoil will typically be placed on the uphill side of a cut slope. The topsoil stockpile
will be placed and graded to form a diversion berm that will direct surface water away from the
construction site.
Downhill silt fence
Silt fence will be installed at the toe of fill slopes located within 100 feet of a surface drainage.
Silt fence may also be required in areas where steep slopes below the site will likely result in fast
flow of watei from the location to nearby drainages. Typical silt fence installation details are
given in Attachment B.
Straw bale check dams
Straw bale check dams, at a minimum will be installed in areas of concentrated flow. Straw bale
check dams should also be installed at suitable locations along new access roads. Typical straw
bale check dam installation details are given in Attachment B.
Check dams
Rock check dams will be installed in areas of concentrated flow. Rock check dams may be used
instead of straw bale check dams in areas where steep slopes, high flows, or long-term exposure
are expected to result in failure or frequent maintenance of a straw bale structure. Typical check
dam installation details are given in Attachment B.
Road drainage relief
Culverts, rolling dips or water bars may be used to provide drainage of water from road surfaces
as needed to drain low areas or to reduce the amount of water flowing on the road surface. Road
drainage relief spacing will vary depending on erodibility of local soils and road slope.
Depending on thd location and type of drainage relief installed, additional sediment control
features rnay be needed such as sediment removal at the inlet and erosion protection at the outlet.
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Culvert spacing guidance from the Bureau of Land Management Gold Book is given in the
following table.
Maximum Recommended Culvert Spacing (feet)
SoilTvpe
Road Grade
2to 4Yo
Road Grade
5to8%
Road Grade
9 to l20A
Hiehlv erosive granitic or sandy 240 180 140
Intermediate erosive clay or loam 3r0 260 200
Low erosive shale or gravel 400 325 250
Information Source: Gold Book (BLM & USFS, 2005)
Culvert inlet and outlet protection
Installation of culverts may be needed where access roads cross drainages or where surface
drainage relief is needed. Culvert inlet and/or outlet protection will be provided as needed and
will rypically include rock protection. Rock protection will typically be 2- to 4-inch diameter
rock, 4 to 6 inches deep, have dimensions of about 4 feet wide by l0 feet long.
The area of rock lining should be prepared by removing 6- to 8-inches of soil. The shallow
excavation should be filled with rock and the rock secured in-place by bucket tamping or wheel-
rolling. Rock-lined outlets, where used, should be installed to promote lateral spreading of water
as it flows across the rock.
SoilBerms
Soil berms may be used to divert drainage away from areas of concern or to direct flow toward
sediment control structures. Where used, soil berms shall be constructed of soil with sufficient
fines to minimize flow through the berm. Berms shall be at least l8-inches tall and will be
compacted in place by wheel rolling with suitable rubber tired, heavy equipment.
Gravel surfacing
Gravel surfacing may be used to cover soil in areas of high traffic such as roads' Gravel
surfacing forms a layer that protects soil from wind and water erosion and prevents vehicle
tracking.
Storm Water Management Controls
As development of the site progresses additional facilities and areas may be planned and
constructed. This SWMP will be revised as needed to address new disturbances. Depending on
the type and location of new facilities there may be a need for inclusion of new and different
BMPs. In general, new development should be planned with consideration for storm water
quality (e.g. minimize disturbed area and maximize distance from surface water drainages, as
practicable).
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Other developments on the overall site, primarily existing disturbed or high-use areas, not
currently or specifically addressed in the SWMP will be periodically checked for erosion and
drainagi problems. This is especially important for areas located within 100 feet of surface
drainages-or creeks. If problems are noted, they should be reported to the SWMP administrator.
Problern areas may be addressed through maintenance activities, but will likely need to be
addressed through BMPs which will be added to the plan as needed.
The storm water outfalls at the site should inspected often during construction and be maintained
with landscape fabric, rip rap, concrete, straw bales or other energy dissipating devices to
prevent .rorior. Storm water conveyances need to be maintained and clear of debris and
vegetation in order to adequately handle storm water from the site.
4.5.3 Other Pollution Prevention Measures
- Good Housekeeping
o Materiali and containerized fluids will be stored orderly and neatly. Waste
materials will be temporarily stored in sealed containers and regularly collected
and.disposed of at approved disposal facilities. If spills occur, prompt cleanup is
required to minimize and commingling of waste materials with storm water
runoff.
o Cleanup of trash and discarded materials will be conducted at the end of each
work day. Cleanup will consist of patrolling construction and work areas to
pickup tiash, scrap metal, other discarded materials, and any contaminated soil.
These materials will be disposed of appropriately.
o Routine maintenance will be limited to fueling and lubrication of equipment.
Drip pans will be used during routine fueling and maintenance to contain spills or
leaks. Any waste product from maintenance will be containerized and transported
off site for proper disposal or recycling. There will be no major equipment
overhauls conducted on site during construction. Equipment will be transported
off site for major overhauls.
o Temporary and permanent roads and pathways will be installed and stabilized to
minimize the transport of sediment from road surfaces by mobile equipment.
o Dumpsters or other trash receptacles will be kept covered.
Record Keeping and Reporting
o Records will be maintained of site inspections, spills, and storm water control
structure maintenance activities.
o If a reportable impacted storm water release occurs, a report will be submitted to
CDPHE, Water Quality Division, and the COGCC.
o Records and reports will be retained at the Parachute Office Expansion for at least
three years.
4.6 Employee Training
Williams will continue to implement a training
in the SWMP for the construction of the
program to address the areas ofconcern outlined
Parachute Office Expansion. Personal work
Parachute Oflice Expansion
Construction Storm Water Management Plan
Cordilleran Compliance Services, I nc.
Grand Junclion, Colorado
r3
responsibilities are used to identiff the appropriate attendees. The training program will be
conducted along with standard safety and environmental training. The following topics are
included in the SWMP training program.
4.6.1 Introduction to Storm Water Permits
Storm water regulations;
Purpose of storm water permit; and
Requirements of storm water permit.
4.6.2 Pertinent Components of the Permit - SWMP
Spill response and clean-up procedures:
- Clearly identiff potential spill areas and drainage routes.
- Make
-employiei
aware of the materials handled, where those materials are used, and
how materials are to be handled.
- Identifu labels and location of Material Safety Data Sheets.
- Discuss the environmental impact of potential spills.
- Make emergency contacts and telephone numbers readily available.
- Make certain employees know the locations of spill response equipment.
- Drill employees on spill cleanup procedures-
Good housekeeping procedures
- Review and demonstrate basic cleanup procedures'
- Identiff proper disposal methods and locations.
Best Management Practices
- Review use of berms, grading, gravel, etc. for erosion control to avoid sedimentation.
- Process evaluation to evaluate procedural and equipment improvements that can cost
effectively reduce the potential for chemicals to come in contact with storm water or
reduce a potential for an impacted storm release.
Inspections
- Discuss routine inspection methods and responsibilities.
4.6.3 Reportine and Record keeping
Review and demonstrate inspection reporting and record keeping procedures including
appropriate forms (Attachment A).
4.6.4 Enforcement
Discuss Williams commitment to enforcement of the various components of the SWMP.
Parachute Office Expansion
Construction Storm Water Management Plan
Cordilleran Compliance Services, Inc.
G rand Junction, Colorado
t4
5.0 INSPECTION AND MAINTENAI\CE PROCEDURES
To meet requirements of the General Permit, inspection and maintenance of erosion and
sediment controls must occur during the project. Continued inspection and maintenance is
required for specific structures after construction is completed. The inspection program will
include the following:
- A qualified person familiar with the SWMP and control measures will conduct the
inspections.
- Inspections will cover these area of the construction site:
o Disturbed areas without stabilization,
o Material storage areas,
o Check dams,
o Silt fence,
o Surface water diversions,
o Downgradient areas,
o Locations where vehicles enter or exit the site.
- Inspections will occur at least once every 14 calendar days and within 24 hours of a
precipitation or snow melt event that causes erosion.
- Permanently stabilized areas will be inspected at least once per month.
- A log of inspections will be kept.
- Water qualiiy will be assessed for all receiving streams and discharge areas during each
inspection.
- Disturbed areas and material storage areas that are exposed to precipitation will be
inspected for evidence ofpollutants entering nearby drainages.
- Chlck dams, silt fences, and other BMPs will be inspected for evidence of deterioration,
under-cutting, and build up of sediment. Sediment will be removed when it has built up
one-third to one-half the height of the straw bales or silt fence.
- Roads used for vehicle access will be inspected for evidence of off-site sediment
transport.
- Following each inspection, the SWMP will be modified as necessary to include
additional controls disigned to correct identified problems. Revisions to the SWMP will
be made within 7 days of the inspection.
- An inspection report summarizing the scope of the inspection, the name of the person
conduciing the inspection, date of inspection, and observations relating to the
implementation will be prepared. Inspection reports will be retained for at least 3 years
from the date that the site is finally stabilized.
- Actions taken to modifr any storm water control measure will be recorded and
maintained with the SWMP.
- If no deficiencies are found during the inspection, the report will contain certification that
the site is in compliance with the SWMP. Signatures will be in accordance with the
General Permit Conditions.
Maintenance will include prompt repairs and/or adjustments to any erosion and sediment control
structures that are deterioriting or found to be performing inadequately. Repairs should be made
as soon as possible and prior to the next anticipated storm event. Williams or designated
Parachute Offi ce Expansion
Construction Storm Water Management Plan
Cordilleran Compliance Services, I nc-
G rand Junction, Colorado
l5
contractor(s) will maintain, on-site all materials necessary to make any reasonably expected
repairs such as silt fence, straw bales, and stakes.
5.1 Inspection Log
The following procedures for record keeping and internal reporting will be followed to keep
accurate and complete documentation of events associated with the storm water management
program. A SWMP Logbook will be developed for the Parachute Office Expansion. Examples
bf t[" inspection checklists to be included in the logbook are presented in Attachment A.
The SWMP Logbook will include an Inspection Log. This will be used, when appropriate, for
recording pertinent information regarding storm water management activities. The kinds of
information that will be recorded include:
- Observations of spills, leaks, or overflows; the location, time, date, and weather
conditions when the event occurred; and the corrective actions required and taken will be
recorded;
- Storm water management and pollution prevention training activities;
- Contacts with regulatory agencies and personnel; and
- Maintenance and repair of structural storm water management controls.
Storm water is anticipated to leave the Parachute Office construction site along the ground
surface via drainage swales and culverts, not through sewers or other buried piping; therefore,
non-storm water discharges are very unlikely to occur. However, dry weather inspection of
storm water discharge outfalls will be conducted as part of the regular storm water management
system inspections to make certain that non-permitted discharges are not included in permitted
discharge.
Results of the non-storm water discharge inspections will be recorded on the worksheet provided
in the SWMP Logbook (see Attach-"nt A1, which will be kept on file at the Parachute Office
Expansion.
5.3 SWMP Revision Log
Date Comments/Reason for Revision
2n3t06 Original SWMP Issued
5.2
Parachute Offi ce Expansion
Construction Storm Water Management Plan
C ordilleran C ompliance Services, I nc.
G rand Juncti on, Colorado
t6
6.0 CONSISTENCY WITH OTHER PLANS
This SWMP has been written and revised without the preparation of a separate SPCC plan
specific to construction activities. A SPCC plan for the Parachute Office Expansion that
complies with $112.7 of the Oil Pollution Prevention Regulation (40 CFR $ll2) issued under
section 3ll of the Federal Water Pollution Control Act has been prepared for the current
operational conditions of the facility. The SPCC plan should be revised as necessary by
qualified Williams personnel or by an outside party with knowledge of the facility once
construction activities are complete.
7.0 ALLOWABLE NON-STORM WATER DISCHARGES
No non-storm water discharge permits have been issued for construction of the Parachute Office
Expansion from CDPFIE at this time. No discharges other than discharges entirely of storm
water, except if necessary, water for fire fighting or dust-control activities are anticipated. There
are no foundations or footing drains, natural springs, or landscape irrigation return flows
associated with construction of the Parachute Office Expansion.
8.0 ADDITIONAL REQUIREMENTS FOR FACILITIES SUBJECT TO SARA TITLE
III, SECTION 313 REQUIREMENTS
The Parachute Office Expansion site is not subject to SARA Title III, Section 313 requirements
because there have been no releases of reportable quantities of hazardous materials to land or
water from this facility.
Parachute Offi ce Expansion
Construction Storm Water Management Plan
t7 Cordilleran Compliance Services, lnc.
Grand Junction, Colorado
PARACHUTE OFFICE EXPANSION
FIGURE,S AND TABLES
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TABLE 1
NOTIFICATION OF OUTSIDE PARTIES
PUBLIC SAFETY OFFICIALS AND GOVERNMENT AGENCIES
Williams Production RMT ComPanY
Parachute Offi ce ExPansion
PUBLIC SAFETY NOTIFICATION
GOVERNMENT AGENCY NOTIFICATIONS - VERBAL
National Response Center....... ......."1-800-424-8802
(24 hr / daY -7 daYs/week)
Colorado Department of Natural Resources
oil and Gas Conservation Commission."""" ""'(303) 894-2100
(24hrlday)
Colorado Department of Health. ...'.'(303) 692-3596
Discharge report and response center hours (8:00-4:30)
Garfield County Health Department................. ..(970) 625'5200
902 Taughenbaugh Boulevard Suite 104
Rifle, CO 81650
water Quality control...... .................(970)248-7150
222South6th Street #232,Grand Junction, Colorado 81501
GOVERNMENT AGENCY NOTIFICATIONS - WRITTEN
Report spills that have the potential to reach or have reached state waters to:
Colorado Department of Health. (303) 692-3500
Water Quality Control Division
4300 Cherry Creek Drive South
Denver, Colorado 80222- | 530
(8am-5pm)
(303) 692-3s96
(notiff within 24 hrs)
Colorado Department of Natural Resources
oil and Gas Conservation Commission """"""'(303) 894-2100
I120 Lincoln Street, Suite 801
Denver, Colorado 80203
(8am-5Pm)
(notiff within 24 hrs)
TABLE 1
NOTIFICATION OF OUTSIDE PARTIES
PUBLIC SAFETY OFFICIALS AND GOVERNMENT AGENCIES
(Continued)
Williams Production RMT ComPanY
Parachute Office ExPansion
GOVERNMENT AGENCY NOTIFICATIONS - WRITTEN
Colorado Public Utilities (303) 894-2000
1580 Logan Street, 2nd Floor (7:30 to 5:30)
Denver, Lolorado 80203 (notiff within 24 hrs)
U.S. Department of Transportation ...(202) 366-4580
Office of Pipeline Safety
Information Resource Manager
Washington, DC 20590
(Gas Distribution - Form RSPAF 7100-l-l)
(Gas Transmission and Gathering - Form RSPAF 7100.2-l)
U.S. Department of Transportation ..'(303) 231-5701
Office of Pipeline Safety
12600 West Colfax Avenue, Suite A250
Lakewood, CO 80228
(To Obtain Forms RSPAF 7100.1-l and 7100.2-l)
TABLE 2
SPILL CLEANUP CONTRACTORS
Williams Production RMT ComPanY
Parachute Offi ce ExPansion
CONTRACTOR PHONE SERVICE
D & G Roustabout Service (970) 858-1581 Roustabout
8643 20 Road #A
Fruita, Colorado
Roustabout Specialties Inc. (g7O) 241-9696 Roustabout
789 Valley Court
Grand Junction, Colorado
Craigs Roustabout Service (435) 528-4242 Roustabout
Vernal, Utah
J West Roustabout Service (435) 828-5046 Roustabout
Vernal, Utah
O Cordilleran Compliance Services (970)263-7500
82621% Road
Grand Junction, Colorado
Toby's Vacuum Truck Service (970)285'7271
l6 Murray Court
Parachute, Colorado
Key Energy Services
l3l3 Denver Avenue
Ft. Lupton, Colorado
(303) 6s9-2062
Environmental
Consulting and
Remediation
Vacuum Trucks
Vacuum Trucks
ATTACHMENT A
PARACHUTE OFFICE EXPANSION
STORM WATER MAI\IAGEMENT INSPBCTION LOG
AND INSPECTION FORM
Storm Water Management Field Inspection Log
Williams Production RMT ComPanY
Parachute Office ExPansion
Garfield CountY, Colorado
This log is a record of the field inspections conducted in order to determine if storm water has
been iripacted by industrial activilies has left the Parachute Office Expansion and entered
navigabll waters of the United States of America. Williams Production RMT Company
persJnnel conducted these inspections during routine activities in order to identiff potential
storm water impacts on the following dates.
Personnel conducting inspection:Date:Releases reported:
Yestr No E
Yestr No !
Yes! No E
Yes! No !
Yesn No tr
Yes! No !
Yes! No I
Yes! No !
YesD No !
Yestr No D
I am familiar with the personnel and operations at the Parachute Office Expansion, and to the
best of my knowledge, the information contained is true and accurate.
Name/Title Date:
SWMP INSPECTION REPORTING TORM
Parachrtre Office Fl4pansion tly: Date:
Permit No.:
Srauctanat MPssanns
Syste.ms
G F P YN
Barricrs for Shect f,lws
Rale G F P YN
Sill Fence GFP YN
GTP YN
Draln/Inlet Prctection
Bale Bru'riers GFP YN
Rock Barriers GFP YN
InserLs GFP YN
GFP YN
Channel Check Structures
Bale Barriers GFP YN
Rock Barriers G F P YN
GFP YN
Other BMPs
Vehicle Trackine Pad G r P YN
GFP YN
LIo * Srnucruaat lllres tr nr s
Diversion Dikes and/or Swales G F P YN
Slopo llrains C t'P YN
'l'emporary Vegctation GF'P YN
Perennial Vegetation GFP YN
tdulch andlor Bl'M Protectiott GFP YN
Soil Rin&r Protoction GTP YN
Hillside RECPs CFP YN
Drainage Charnel TRN{s GFP YN
Riprap and/or Gabions C F P YN
GFP YN
!I t.'P YN
SWMP INSPECTTON RDPORTING FORM
Will existing BMPs rreed to he modified or removed or additional RMPs installed? YES N() If yes,
list the aai# items to be completed ou the following lable'
Rouson f<x inspection: Routine l4day interval Significant storm event.
Weather information since the last irrspection was lreld'
F'.wptr
Date
Reomr
I)uratiot
(Hours)
Amouul
(Inches'Even
Date
Begplr-
l)rrratior
.G{eu-s")
Amounl
(Inchesl
I 1
3 4
5 (,
Are uncontrolled releases of mud or muddy water from the site and/or deposits o'f sediment
lria.ntzvrs N0 I[yes, where and what corrective actions are to occur?
Are non-cornpliance incidents evident? yES No If no, sign the fotlowing certification: I cert'r$ the
facility is in iompliance with the $WMP and this permiL
If ves" should lhe swMP document or drarvings he modified? YES NO If yes, the following
driwing modifications are to be cornpletcd within sevetr daln'
C<>mmerrfs:
lnspection completed nn' n", (si*;;Ii*;i
Title/Quali fi cdion of InsPector:
Actions to bc comPleted hc
Completed
l.
)
3.
4.
t.
ATTACHMENT B
PARACHUTE OFFICE EXPANSION
TYPICAL STORM WATER BMP DETAILS
- Silt Fence
- Straw Bale Barrier
- Check Dams
- Fiber Rolls
-Gravel Bag Berms
- Storm Drain Inlet Protection
- Stabilized Construction Entrance/Exit
- Stabilized Construction Roadway
- Entrance/Outlet Tire Wash
Silt Fence
Description and Purpose
A silt fence is made of a filter fabric that
sometimes backed by a plastic or wire mesh
promoting sedimentation behind the fence
Targeted Constituents
has been entrenched, attached to supporting poles, and
for support. The silt fence detains sediment-laden water,
Potential Alternatives
- Fiber Rolls
Gravel Bag Berm
Sandbag Barrier
Straw Bale Barrier
Sediment
Nutrients
Trash
Metals
Bacteria
Oil and Grease
Organics
Suitable Applications
Silt fences are suitable for perimeter control, placed below areas where sheet flows discharge from
the site. They should also be used as interior controls below disturbed areas where runoff may occur
in the form of sheet and rill erosion. Silt fences are generally ineffective in locations where the flow
is concentrated and are only applicable for sheet or overland flows. Silt fences are most effective
when used in combination with erosion controls. Suitable applications include:
D
E
!
tr
!
Along the perimeter of a Project.
Below the toe or down slope of exposed and erodible slopes.
Along streams and channels.
Around temporary spoil areas and stockpiles.
Below other small cleared areas.
Co rdil le ran C om pl i ance Se mice s, I nc.
G rand Juncl ion, Co loradoSilt Fence BMP Document
Construction Storm Water Management Plan
I of7
Salt Fence
E
I
Limitations
tr Do not use in Streams, channels, drain inlets, or anywhere flow is concentrated'
tr
E
tr
Do not use in locations where ponded water may cause flooding.
Do not place fence on a slope, or across any contour line. If not installed at the same
elevation throughout, silt fences will create erosion'
Filter fences will create a temporary sedimentation pond on the upstream side of the fence and
may cause temporary flooding. Fences not constructed on a level contour will be overtopped
by concentrated flow resulting in failure of the filter fence'
Improperly installed fences= are subject to failure from undercutting, overlapping' or
collapsing.
Not effective unless trenched and keyed in.
Not intended for use as mid-slope protection on slopes greater than 4: I (H:V)'
Do not allow water depth to exceed 1.5 ft at any point'
Implementation
Genersl
A silt fence is a temporary sediment barrier consisting of filter fabric stretched across and attached to
supporting posts, entrenched, and, depending upon thi strength of fabric used, supported with plastic^
or wire mesh fence. Silt fences trap sedi-ment by intercepting and detaining small amounts of
sediment-laden runoff from disturbed ireas in order to promote sedimentation behind the fence'
Silt fences are preferable to straw bale barriers in many cases. Laboratory work at the Virginia
Highway and Tiansportation Research Council has shown that silt fences can trap a much higher
peicentage of suspended sediments than can straw bales. while the failure rate of silt fences is lower
than that of straw bale barriers, there are many instances where silt fences have been improperly
installed. The following layoui and installation guidance can improve performance and should be
followed:
U Use principally in areas where sheet flow occurs'
! Don't use in streams, channels, or anywhere flow is concentrated. Don't use silt fences to
divert flow.
tr Don't use below slopes subject to creep, slumping, or landslides.
E Select filter fabric that retains S5% oi soil by weight, based on sieve analysis, but that is not
finer than an equivalent opening size of 70.
! Install along alevel contour, so water does not pond more than 1.5 ft at any point along the
silt fence.
! The maximum length of slope draining to any point along the silt fence should be 200 ft or
less.
I The maximum slope perpendicular to the fence line should be I : l.
I provide sufficient room for runoff to pond behind the fence and to allow sediment removal
equipment to pass between the silt fenie and toes of slopes or other obstructions. Aboutl200
ft; oiponding area should be provided for every acre draining to the fence.
! Turn the endi of the filter fence uphill to prevent storm water from flowing around the fence'
D Leave an undisturbed or stabilized area immediately down slope from the fence where
feasible.
E Silt fences should remain in place until the disturbed area is permanently stabilized.
E
Silt Fence BMP Document
Construction Storm Water Management Plan
C ordi I le ran C ompliance Se rv ice s, I nc.
Grand Junction, Colorado
2of7
Silt Fence
Design and Layout
Selection of a filter fabric is based on soil conditions at the construction site (which affect the
equivalent opening size (EOS) fabric specification) and characteristics of the support fence (which
affectthechoiceoftensiiestrength).Thedesignershouldspecifi,afilterfabricthatretainsthesoil
found on the construction site yet that it has openings large enough to permit drainage and prevent
clogging. The following criteria is recommended for selection of the equivalent opening size:
l. If 50 percent or less of the soil, by weight, will pass the U.S. Standard Sieve No.200, select
the EOS to retain 85 % of the soil. The EOS should not be finer than EOS 70.
2. For all other soil types, the EOS should be no larger than the openings in the U.S. Standard
Sieve No. Z0 excepi where direct discharge to a stream, lake, or wetland will occur, then the
EOS should be no larger than Standard Sieve No' 100'
To reduce the chance of clogging, it is preferable to speciff a fabric with openings as large as allowed
by the criteria. No fabric .t *ta U" specified with anEOS smaller than U.S. Standard Sieve No. 100.
If 85% or more of a soil, by weighf, passes through the openings in a No. 200 sieve, filter fabric
should not be used. Most of ttre partiites in such a soil would not be retained if the EOS was too
large and they would clog the fabric quickly if the EOS were small enough to capture the soil.
The fence should be supported by a plastic or wire mesh if the fabric selected does not have sufficient
strength and bursting itiength characteristics for the planned application (as recommended by the
fabric manufacturerf Filter fabric material should contain ultraviolet inhibitors and stabilizers to
provide a minimum of six months of expected usable construction life at a temperature range of 0'F
to 120'F.
Layout in accordance with attached figures.
Foi slopes steeper than 2:l (H:V) and that contain a high number of rocks or large dirt clods
that tend to disiodge, it may be necessary to install additional protection immediately adjacent
to the bottom of the slope,-prior to instailing silt fence. Additional protection may be a chain
link fence or a cable fence.
For slopes adjacent to sensitive receiving waters or Environmentally Sensitive Areas (ESAs),
silt fenie should be used in conjunction with erosion control BMPs.
Muterials
E Silt fence fabric should be woven polypropylene with a minimum width of 36 in' and a
minimum tensile strength of 100 Ib iorie. Th" fub.i" should conform to the requirements in
ASTM designation Oqen and should have an integral reinforcement layer. The
reinforcemeni layer should be a polypropylene, or equivalent, net provided by t!"
manufacturer. The permittivity of the faUric should be between 0.1 sec-l and 0.15 sec-l in
conformance with the requirements in ASTM designation D4491.
D Wood stakes should be commercial quality lumber of the size and shape shown on the plans'
Each stake should be free from decay, splits or cracks longer than the thickness of the stake or
other defects that would weaken theitakes and cause the stakes to be structurally unsuitable.
! Staples used to fasten the fence fabric to the stakes should be not less than 1.75 in' long and
should be fabricated from l5 gauge or heavier wire. The wire used to fasten the tops of the
stakes together when joining t*o sections of fence should be 9 gauge or heavier wire'
Galvanizing of the fastening wire will not be required'
E
tr
!
Silt Fence BMP Document
Construction Storm Water Management Plan
Cordilleran Compliance Services, Inc.
Grand Junction, Colorado
3 ol7
Silt Fence
There are new products that may use prefabricated plastic holders for the silt fence and use
bar reinforcement instead of wood stakis. If bar reinforcement is used in lieu of wood stakes,
use number four or greater bar. Provide end protection for any exposed bar reinforcement.
Installation Guidelines
Silt fences are to be constructed on a level contour. Sufficient area should exist behind the fence for
ponding to occur without flooding or overtopping the fence.
E A trench should be excavated approximately 6 in. wide and 6 in. deep along the line the
!
l
proposed silt fence.
bottom of the silt fence should be keyed-in a minimum of 12 in.
posts should be spaced a maximum of 6 ft apart and driven securely into the ground a
minimum of l8 in. or l2 in. below the bottom of the trench.
When standard strength filter fabric is used, a plastic or wire mesh support fence should be
fastened securely to the upslope side of posts using heavy-duty wire staples at least I in. long.
The mesh shouid extend into the trench. When extra-strength filter fabric and closer post
spacing are used, the mesh support fence may be eliminated. Filter fabric should be
purcha-sed in a long roll, then cutio the length of the barrier. When joints are necessary, filter
cloth should be spliced together only at a support post, with a minimum 6 in. overlap and both
ends securely fastened to the post.
The trench should be backfilled with compacted native material.
Construct silt fences with a setback of at least 3 ft from the toe of a slope. Where a silt ferlce
is determined to be not practicable due to specific site conditions, the silt fence may be
constructed at the toe of the slope, but should be constructed as far from the toe of the slope as
practicable. Silt fences close to the toe of the slope will be less effective and difficult to
maintain.
Construct the length of each reach so that the change in base elevation along the reach does
not exceed l/3 the height ofthe barrier; in no case should the reach exceed 500 ft.
Costs
! Average annual cost for installation and maintenance (assumes 6 month useful life): $7 per
linealloot ($850 per drainage acre). Range of cost is $3.50 - $9.10 per lineal foot.
Inspection and Maintenance
Inspect BMPs prior to fibrecast rain, daily during extended rain, dally dunng e in events, after railn events,
*""tty during tire rainy season, and at two-week intervals during the non-rainy season.
Repair undercut silt fences.
Repair or replace split, torn, slumping, or weathered fabric. The lifespan of silt fence fabric is
generally5to8months.
Silt fences that are damaged and become unsuitable for the intended purpose should be
removed from the site of work, disposed of, and replaced with new silt fence barriers.
Sediment that accumulates in the BMP must be periodically removed in order to maintain
BMp effectiveness. Sediment should be removed when the sediment accumulation reaches
one-third of the barrier height. Sediment removed during maintenance may be incorporated
into earthwork on the site or disposed at an appropriate location.
Silt fences should be left in place until the upstream area is permanently stabilized. Until then,
the silt fence must be inspected and maintained'
D
!
Silt Fence BMP Document
Construction Storm Water Management Plan
Cordilleran Compliance Services, Inc.
Grand Junction, Colorado
4of'7
E
tr
Silt Fence
E Holes, depressions, or other ground disturbance caused by the removal of the silt fences should
be backfilled and repaired.
References
Manual of Standards of Erosion and Sediment Control Measures, Association of Bay Area
Governments, May 1995.
National Management Measures to Control Nonpoint Source Pollution from Urban Areas, United
States Environmental Protection Agency, 2002.
proposed Guidance Speciffing Management Measures for Sources of Nonpoint Pollution in Coastal
Waters, Work Group-Working Paper, USEPA, April 1992.
Sedimentation and Erosion Control Practices, and Inventory of Current Practices (Draft), UESPA,
1990.
Southeastern Wisconsin Regional Planning Commission (SWRPC). Costs of Urban Nonpoint Source
Water pollution Control Measures. Technical Report No. 31. Southeastern Wisconsin Regional
Planning Commission, Waukesha, WI. l99l
Storm water Quality Handbooks - Construction Site Best Management Practices (BMPs) Manual,
State of California Department of Transportation (Caltrans), November 2000'
Storm water Management Manual for The Puget Sound Basin, Washington State Department of
Ecology, Public Review Draft, 1991.
U.S. Environmental protection Agency (USEPA). Stormwater Management for Industrial Activities:
Developing Pollution Prevention Plans and Best Management Practices. U-S' Environmental
Protection Agency, Office of Water, Washington,DC, 1992.
Water Quality Management Plan for the Lake Tahoe Region, Volume II, Handbook of
Management Practices, Tahoe Regional Planning Agency, November 1988'
California Storm Water Quality Association, California Storm Water BMP Handbook - Construction,
January 2003.
Silt Fence BMP Document
Construction Storm Water Management Plan
C o rdi I I e ran C ompl iance Se rvice s, I nc.
Grand Junction, Co lorado
5 of 7
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Straw Bale Barrier
Description and PurPose
A straw bale barrier is a series of straw bales placed on a level contour to intercept sheet flows'
Straw bale barriers pond sheet- flow runoff, allowing sediment to settle out'
Targeted Constituents
Sediment
Nutrients
Trash
Metals
Bacteria
Oil and Grease
Organics
Straw Bale Barrier BMP Document
Construction Storm Water Management Plan
Potential Alternatives
- Silt Fence
- Fiber Rolls
Gravel Bag Berm
Sandbag Barrier
Suitable Applications
Straw bale barriers may be suitable:
tl As a linear sediment control measure:
- Below the toe of slopes and erodible slopes
- As sediment traps at culvert/pipe outlets
- Below other small cleared areas
- Along the perimeter of a site
- Down slope of exPosed soil areas
- Around temporary stockpiles and spoil areas
- Parallel to a roadway to keep sediment off paved areas
- Along streams and channels
I As linear erosion control measure:
- Along the face and at grade breaks of exposed and erodible slopes to shorten slope length
and spread runoffas sheet flow
- At the top of slopes to divert runoffaway from disturbed slopes
- As checkdams across mildly sloped construction roads
Cordilleran Compliance Services, lnc.
Grand Junction, Colorado
I of 5
Straw Bale Barrier
Limitations
Straw bale barriers:
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Are suitable only for sheet flow on slopes of l0 o/o or flatter
tend to rot and fall aPart
Are not appropriate for large drainage areas, limit to one acre or less
May require constant maintenance due to rotting
Are notiecommended for concentrated flow, inlet protection, channel flow, and live streams
Cannot be made of bale bindings ofjute or cotton
Require labor-intensive installation and maintenance
Cannot be used on paved surfaces
Should not to be used for drain inlet protection
Should not be used on lined ditches
May introduce undesirable non-native plants to the area
Implementation
General
A straw bale barrier consists of a row of straw bales placed on a level contour. When appropriately
placed, a straw bale barrier intercepts and slows sheei flow runoff, causing temporary ponding' The
i"*po.ury ponding provides quiescent conditions allowing sediment to settle. Straw bale barriers
also interrupt the slope length and thereby reduce erosion by reducing the tendency of sheet flows to
concentrate into rivuiets, *-hi.h erode rilli, and ultimately gullies, into disturbed, sloped soils.
Straw bale barriers have not been as effective as expected due to improper use. These barriers have
been placed in streams and drainage ways where runoff volumes and velocities have caused the
barriers to wash out. In additioi, faiiure to stake and entrench the straw bale has allowed
undercutting and end flow. Use of straw bale barriers in accordance with this BMP should produce
acceptable results.
Design ond Layout
E Locate straw bale barriers on a level contour.
- Slopes up to l0:l (H:V): Straw bales should be placed at a maximum interval of 50 ft (a
cloier spacing is more effective), with the first row near the toe of slope.
- Slopes greater than l0:1 (H:V): Not recommended'
tr Turn the ends of the straw bale barrier up slope to prevent runoff from going around the
barrier.
tr Allow sufficient space up slope from the barrier to allow ponding, and to provide room for
sediment storage.
I For installation near the toe of the slope, consider moving the barrier away from the slope toe
to facilitate cleaning. To prevent flow behind the banier, sand bags can be placed
perpendicular to the barrier to serve as cross barriers'
E bruinug" area should not exceed I acre, or 0.25 acre per 100 ft of bamier'
! Maximum flow path to the barrier should be limited to 100 ft.
! Straw bale barriers should consist of two parallel rows'
- Butt ends of bales tightlY.
- Stagger butt joints between front and back row
- Each row of bales must be trenched in and firmly staked
I Straw bale barriers are limited in height to one bale laid on its side.
Straw Bale Banier BMP Document
Construction Storm Water Management Plan
Cordilleran Compliance Services, I nc.
Grand Junction, Colorado
2 of 5
Straw Bale Barrier
Anchor bales with either two wood
soil. Drive the first stake towards
together.
n See attached figure for installation details'
Materials
E Strow Bate Size: Each straw bale should be a minimum of 14 in. wide, 18 in. in height, 36 in'
in length and should have a minimum mass of 50 lbs. The straw bale should be composed entirely of
vegetative matter, except for the binding material'
E Bale Bindings: Bales should be bound by steel wire, nylon or polypropylene string placed
horizontally. Jute aid cotton binding should not be used. Baling wire should be a minimum
diameter oi l4 gurg". Nylon or polypropylene string should be approximately 12 gauge in diameter
with a breaking strength of 80 lbs force.
E Stakes: Wood stakes should be commercial quality lumber of the size and shape shown on
the plans. Each stake should be free from decay, splits or cracks longer than the thickness of the
stake, or other defects that would weaken the siakei and cause the stakes to be structurally unsuitable'
Steel bar reinforcement should be equal to a#4 designation or greater. End protection should be
provided for any exposed bar reinforcement.
Costs
Straw bales cost $5 - $7 each. Adequate labor should be budgeted for installation and maintenance.
Inspection and Maintenance
Muintenance
! Inspect BMPs prior to forecast rain, daily during extended rain events, after rain events,
*.it ty during t'he rainy season, and at two-week intervals during the non-rainy season'
I Straw bales iegrade, Lspecially when exposed to moisture. Rotting bales will need to be
replaced on a regular basis.
D Replace or repair damaged bales as needed'
! Repair washouts or other damages as needed'
E Sediment that accumulates in the BMP must be periodically removed in order to maintain
BMp effectiveness. Sediment should be removed when the sediment accumulation reaches
one-third of the barrier height. Sediment removed during maintenance may be incorporated
into earthwork on the site or disposed at an appropriate location.
E Remove straw bales when no longer needed. Remove sediment accumulation, and clean, re-
grade, and stabilize the area. Removed sediment should be incorporated in the project or
disposed of.
References
Stormwater Quality Handbooks - Construction
State of California Department of Transportation
Site Best Management Practices (BMPs) Manual,
(Caltrans), November 2000.
Califomia Storm Water Quality Association, California Storm Water BMP Handbook - Construction,
January 2003.
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Straw Bale Barrier BMP Document
Construction Storm Water Management Plan
Cordilleran Compliance Semices, Inc.
Grand Junction, Colorado
3 of 5
Straw Bale Barrier
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Check Dams
Description and Purpose
A check dam is a small barrier constructed of rock, gravel bags, sandbags, fiber rolls, or reusable
products, placed across a constructed swale or drainage ditch. Check dams reduce the effective slope
of the channel, thereby reducing the velocity of flowing water, allowing sediment to settle and
reducing erosion.
Targeted Constituents Potential Alternatives
- Sediment - Fiber Rolls
- Nutrients - Gravel Bag Berm
- Trash - Sandbag Barrier
- Metals
- Bacteria
- Oil and Grease
- Organics
Suitable Applications
Check dams may be appropriate in the following situations:
To promote sedimentation behind the dam.
To prevent erosion by reducing the velocity of channel flow in small intermittent channels
and temporary swales.
In small open channels that drain l0 acres or less.
In steep channels where stormwater runoff velocities exceed 5 ft/s.
During the establishment of grass linings in drainage ditches or channels.
In temporary ditches where the short length of service does not warrant establishment of
erosion-resistant I inings.
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Check Dams BMP Document
Construction Storm Water Management Plan
Cordilleran Compliance Services, Inc.
Grand Junction, Colorado
I of 5
Check Dams
Limitations
I Not to be used in live streams or in channels with extended base flows'
D
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Not appropriate in channels that drain areas greater than l0 acres.
Not aipropriate in channels that are already grass-lined unless erosion is expected, as
installation may damage vegetation.
Require extensive maintenance following high velocity flows.
Promotes sediment trapping which can be re-suspended during subsequent storms or removal
of the check dam.
E
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Implementation
General
Check dams reduce the effective slope and create small pools in swales and ditches that drain l0
acres or less. Reduced slopes reduce the velocity of storm water flows, thus reducing erosion of the
swale or ditch and promoting sedimentation. Use of check dams for sedimentation will likely result
in little net remova[of sediment because of the small detention time and probable scour during longer
storms. Using a series of check dams will generally increase their effectiveness. A sediment trap
may be placed immediately upstream of the check dam to increase sediment removal efficiency.
Design and Layout
Chec[ dams work by decreasing the effective slope in ditches and swales. An important consequence
of the reduced slope is a reduction in capacity of the ditch or swale. This reduction in capacity must
be considered whin using this BMP, as reduced capacity can result in overtopping of the ditch or
swale and resultant consequences. In some cases, such as a "permanent" ditch or swale being
constructed early and used as a "temporary" conveyance for construction flows, the ditch or swale
may have sufficient capacity such that the temporary reduction in capacity due to check dams is
acceptable. When chect dams reduce capacities beyond acceptable limits, there are several options:
! Don't use check dams. Consider alternative BMPs.
I Increase the size of the ditch or swale to restore capacity.
Maximum slope and velocity reduction is achieved when the toe of the upstream dam is at the same
elevation asthe top of the downstream dam. The center section of the dam should be lowerthan the
edge sections so that the check dam will direct flows to the center of the ditch or swale.
Check dams are usually constructed of rock, gravel bags, sandbags, and fiber rolls. A number of
products manufactured specifically for use as check dams are also being used, and some of these
products can be ."rou.d and reused. Check dams can also be constructed of logs or lumber, and
-have
the advantage of a longer lifespan when compared to gravel bags, sandbags, and fiber rolls.
Straw bales can also be used for check dams and can work if correctly installed; but in practice, straw
bale check dams have a high failure rate. Check dams should not be constructed from straw bales or
silt fences, since concentrated flows quickly wash out these materials.
Rock check dams are usually constructed of 8 to l2 in. rock. The rock is placed either by hand or
mechanically, but never jusldumped into the channel. The dam must completely span the ditch or
swale to prevent washoui. The rock used must be large enough to stay in place given the expected
design flow through the channel.
Check Dams BMP Document
Construction Storm Water Management Plan
Cordilleran Compliance Semices, Inc.
Grand Junct ion, Colorado
2of5
Check Dams
Log check dams are usually constructed of 4 to 6 in. diameter logs. The logs should be embedded
into the soil at least 18 in. Logs can be bolted or wired to vertical support logs that have been driven
or buried into the soil.
Gravel bag and sandbag check dams are constructed by stacking bags across the ditch or swale,
shaped as shown in the drawings at the end of this fact sheet.
Manufactured products should be installed in accordance with the manufacturer's instructions. If
grass is planted to stabilize the ditch or swale, the check dam should be removed when the grass has
matured (unless the slope of the swales is greater than 4Yo).
The following guidance should be followed for the design and layout of check dams:
E Install the first check dam approximately 16 ft from the outfall device and at regular intervals
based on slope gradient and soil type.
tr Check dams should be placed at a distance and height to allow small pools to form between
each check dam.
! Backwater from a downstream check dam should reach the toes of the upstream check dam.
E A sediment trap provided immediately upstream of the check dam will help capture sediment'
Due to the poiential for this sediment to be resuspended in subsequent storms, the sediment
trap must be cleaned following each storm event.
I High flows (typically a}-yeai storm or larger) should safely flow over the check dam without
an increase in upstream flooding or damage to the check dam.
! Where grass is used to line ditches, check dams should be removed when grass has matured
sufficiently to protect the ditch or swale-
! Gravel bags may be used as check dams with the following specifications:
Materials
Gravel bags used for check dams should conform to the requirements of gravel bag berms. Sandbags
used for check dams should conform to sandbag barrier guidelines. Fiber rolls used for check dams
should conform to fiber roll requirements. Straw bales used for check dams should conform to straw
bale barrier requirements.
Instsllation
I Rock should be placed individually by hand or by mechanical methods (no dumping of rock)
to achieve complete ditch or swale coverage.
! Tightly abut bags and stack according to detail shown in the figure at the end of this section.
Gravel bags and sandbags should not be stacked any higher than 3 ft.
! Fiber rolls and straw bales must be trenched in and firmly staked in place.
Costs
Cost consists of only installation costs if materials are readily available. If material must be imported,
costs may increase.
Cordi I leran Compliance Service s, I nc.
G rand Junction, Colorado
Check Dams BMP Document
Construction Storm Water Management Plan
3 of 5
I
Check Dams
Inspection and Maintenance
! Inspect BMPs prior to forecast rain, daily during extended rain events, after rain events,
weekly during the rainy season, and at two-week intervals during the non-rainy season.
Replaie missing rock, bags, bales, etc. Replace bags or bales that have degraded or have
become damaged.
If the check dim is used as a sediment capture device, sediment that accumulates in the BMP
must be periodically removed in order to maintain BMP effectiveness. Sediment should be
removed when the sediment accumulation reaches one-third of the barrier height. Sediment
removed during maintenance may be incorporated into earthwork on the site or disposed at an
appropriate location.
tiitreitrect dam is used as a grade control structure, sediment removal is not required as long
as the system continues to control the grade.
Remove accumulated sediment prior to permanent seeding or soil stabilization.
Remove check dam and accumulated sediment when check dams are no longer needed.
References
Draft - Sedimentation and Erosion Control, and Inventory of Current Practices, USEPA, April 1990.
Manual of Standards of Erosion and Sediment Control Measures, Association of Bay Area
Governments, May 1995.
Storm water Quality Handbooks - Construction Site Best Management Practices (BMPs) Manual,
State of California Department of Transportation (Caltrans), November 2000.
Storm water Management of the Puget Sound Basin, Technical Manual, Publication #91-75,
Washington State Department of Ecology, February 1992.
California Storm Water Quality Association, California Storm Water BMP Handbook - Construction,
January 2003.
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Check Dams BMP Document
Construction Storm Water Management Plan
Cordilleran Compliance Services, Inc.
Grand Junclion, Co lorado
4 of5
Check Dams
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Check Dams BMP Document
Construction Storm Water Management Plan
C ordi I le ran C om pl iance Serv ice s, I nc.
Grand Junction, Colorado
5 of 5
Fiber Rolls
Description and Purpose
A fiber roll consists of siraw, flax, or other similar materials bound into a tight tubular roll. When
fiber rolls are placed at the toe and on the face of slopes, they intercept runoff, reduce its flow
velocity, release the runoff as sheet flow, and provide removal of sediment from the runoff' By
interrupting the length of a slope, fiber rolls can also reduce erosion.
Targeted Constituents
- Sediment
- Nutrients
- Trash
- Metals
- Bacteria
- Oil and Grease
- Organics
Suitable Applications
Fiber rolls may be suitable:
E
D
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D
Along the toe, top, face, and at grade
length and spread runoff as sheet flow.
At the end of a downward slope where
Along the perimeter of a project
As check dams in unlined ditches
Down-slope of exposed soil areas
Around temporary stockpiles
Potential Alternatives
- Silt Fence
- Gravel Bag Berm
- Sandbag Barrier
- Straw Bale Barrier
breaks of exposed and erodible slopes to shorten slope
it transitions to a steeper slope
Co rdil I e ran C ompl iance Sem ice s, I nc.
Grand Junction, Co lorado
Fiber Rolls BMP Document
Construction Storm Water Management Plan
I of4
Fiber Rolls
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Limitations
E Fiber rolls are not effective unless trenched
Fiber rolls at the toe of slopes greater than 5:l (H:V) should be a minimum of 20 in. diameter
or installations achieving the sime protection (i.e. stacked smaller diameter fiber rolls, etc.).
Difficult to move once saturated.
If not properly staked and trenched in, fiber rolls could be transported by high flows.
Fiber rolls have a very limited sediment capture zone.
Fiber rolls should not be used on slopes subject to creep, slumping, or landslide'
Implementation
Fiber Roll Muterials
D Fiber rolls should be either prefabricated rolls or rolled tubes of erosion control blanket.
Assembly of Field Rolled Fiber Roll
E nott tength of erosion control blanket into a tube of minimum 8 in. diameter.
! Bind roli at each end and every 4 ft along length of roll with jute-type twine.
Installation
tr Locate fiber rolls on level contours spaced as follows:
- Slope inclination of 4:l (H:V) or flatter: Fiber rolls should be placed at a maximum
interval of 20 ft.
- Slope inclination between 4:l and 2:1 (H:V): Fiber Rolls should be placed at a
maiimu, interval of l5 ft. (a closer spacing is more effective).
- Slope inclination 2: I (H:V) or greater: Fiber Rolls should be placed at a maximum
interval of l0 ft. (a closer spacing is more effective).
! Turn the ends of the fiber roll up slope to prevent runoff from going around the roll.
tr Stake fiber rolls into a 2 to + in. deep trench with a width equal to the diameter of the fiber
roll.
- Drive stakes at the end of each fiber roll and spaced 4 ft maximum on center.
- Use wood stakes with a nominal classification of 0.75 by 0.75 in. and minimum length
of 24 in.
I If more than one fiber roll is placed in a row, the rolls should be overlapped, not abutted.
Removal
D Fiber rolls are typically left in place.
I If fiber rolls are iemoved, collict and dispose of sediment accumulation, and fill and compact
holes, trenches, depressions or any other ground disturbance to blend with adjacent ground.
Costs
Material costs for fiber rolls range from $20 - $30 per 25 ft roll'
Inspection and Maintenance
E Inspect BMPs prior to forecast rain, daily during extended rain events, after rain events,
*""kly during the rainy season, and at two-week intervals during the non-rainy season.
E Repair or replace split, torn, unraveling, or slumping fiber rolls'
Cordilleran Compliance Semices, Inc.
Grand Junclion, Co lorado
Fiber Rolls BMP Document
Construction Storm Water Management Plan
2of4
Fiber Rolls
E If the fiber roll is used as a sediment capture device, or as an erosion control device to
maintain sheet flows, sediment that accumulates in the BMP must be periodically removed in
order to maintain BMP effectiveness. Sediment should be removed when sediment
accumulation reaches one-half the designated sediment storage depth, usually one-half the
distance between the top of the fiber roll and the adjacent ground surface. Sediment removed
during maintenance may be incorporated into earthwork on the site of disposed at an
appropriate location.
tr fi nUir rolls are used for erosion control, such as in a mini check dam, sediment removal
should not be required as long as the system continues to control the grade. Sediment control
BMPs will likely be required in conjunction with this type of application.
References
Stormwater Quality Handbooks - Construction Site Best Management Practices (BMPs) Manual,
State of California Department of Transportation (Caltrans), November 2000.
California Storm Water Quality Association, California Storm Water BMP Handbook - Construction,
January 2003.
Fiber Rolls BMP Document
Construction Storm Water Management PIan
Cordilleron Compliance Semices, lnc.
G rand Junct ion, Co lorado
3 of4
Fiber Rolls
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Fiber Rolls BMP Document
Construction Storm Water Management Plan
INTRTNCHMTNT DETAIT
N. T.S,
Cordilleran Compliance Services, Inc.
G rand Junction, Colorado
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Gravel Bag Berm
Description and Purpose
A gravel bag berm is a series of gravel-filled bags placed
Gravel bags pond sheet flow runoff, allowing sediment
sheet flows, preventing erosion.
Targeted Constituents
- Sediment
- Nutrients
- Trash
- Metals
- Bacteria
- Oil and Grease
- Organics
Suitable Applications
Gravel bag berms may be suitable:
D As a linear sediment control measure:
on a level contour to intercept sheet flows.
to settle out, and release runoff slowly as
Potential Alternatives
Silt Fence
Fiber Roll
Sandbag Barrier
Straw Bale Barrier
Cordilleran Compliance Services, Inc.
Grand Junction, Co lorado
- Below the toe of slopes and erodible slopes
- As sediment traps at culvert/pipe outlets
- Below other small cleared areas
- Along the perimeter of a site
- Down slope of exposed soil areas
- Around temporary stockpiles and spoil areas
- Parallelto a roadway to keep sediment off paved areas
- Along streams and channels
Gravel Bag Berm BMP Document
Construction Storm Water Management Plan
I of4
As linear erosion control measure:
- Along the face and at grade breaks of exposed and erodible slopes to shorten slope
length and spread runoffas sheet flow
At the top of slopes to divert runoff away from disturbed slopes
As check dams across mildly sloped construction roads
Limitations
D Gravel berms may be difficult to remove.
! Removal problems limit their usefulness in landscaped areas.
E Gravel bag berm may not be appropriate for drainage areas greater than S,acres.
I Runoff will pond uprtr"u. oltire irlter, possibly causing flooding if sufficient space does not
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Degraded gravel bags may rupture when removed, spilling contents.
Installation can be labor intensive.
Berms may have limited durability for long-term projects.
When used to detain concentrated flows, maintenance requirements increase.
Implementation
General
A gravel bag berm consists of a row of open graded gravel-filled bags placed on a level contour.
Wlien appro-priately placed, a gravel bag berm intercepts and slows sheet flow runoff, causing
temporary ponding. The tempo.ury ponding provides quiescent conditions allowing sediment to
settie. Tire-open graded g.ur"i in thl bags is po.ort, which allows the ponded runoff to flow slowly
through the bags, releaslng the runoff is shiet flows. Gravel bag berms also interrupt the slope
lengtt'and therJby reduce Jrosion by reducing the tendency of sheet flows to concentrate into rivulets,
whlch erode rills, and ultimately guili.r, into disturbed, sloped soils. Gravel bag berms are similar to
sand bag barriers, but are more porous.
Design and Layout
Locate gravel bag berms on level contours.
- Stopes bitween 20:l and 2:l (H:V): Gravel bags should be placed at a maximum
interval of 50 ft (a closer spacing is more effective), with the first row near the slope
toe.
- Slopes 2:l (H:V) or steeper: Gravel bags should be placed at a maximum interval of
25 ft (acloser spacing is more effective), with the first row placed the slope toe.
tr Turn the ends of the graveibag barriers up slope to prevent runoff from going around the
berm.
tr Allow sufficient space up slope from the gravel bag berm to allow ponding, and to provide
room for sediment storage.
D For installation near the toe of the slope, consider moving the gravel bag barriers away from
the slope toe to facilitate cleaning. T-o prevent flows behind the barrier, bags can be placed
perpendicular to a berm to serve as cross barriers.
I Drainage area should not exceed 5 acres.
tr In Non-Traffic Areas:
- Height: 18 in. maximum
- Top width :24 in. minimum for three or more layer construction
- Top width : 12 in. minimum for one or two layer construction
Gravel Bag Berm BMP Document
Construction Storm Water Management Plan
Cordilleran Complionce Services, lnc.
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2of4
tr
- Side slopes :2;l or flatter
In Construction Traffic Areas:
- Height: 12 in. maximum
- Top width = 24 in. minimum for three or more layer construction.
- Top width : 12in. minimum for one or two layer construction.
- Side slopes :2:l or flatter.
Butt ends of bags tightly
On multiple row, or multiple layer construction, overlapp butt joints of adjacent row and row
E
E
beneath.
tr Use a pyramid approach when stacking bags.
Muterials
! Bag Material: Bags should be woven polypropylene, polyethylene or polyamide fabric or
burlap, minimum unit weight of 4 ounces/yd2, Mullen burst strength exceeding 300 lb/in2 in
conformance with the requirements in ASTM designation D3786, and ultraviolet stability
exceeding 70%inconformance with the requirements in ASTM designation D4355'
n Bag Size:. Each gravel-filled bag should have a length of l8 in., width of 12 in., thickness of
3 in., and mass of approximately 33 lbs. Bag dimensions are nominal, and may vary based on
locally available material s.
! Fill Material: Fill material should be 0.5 to I in. Class 2 aggregate base, clean and free from
clay, organic matter, and other deleterious material, or other suitable open graded, non-
cohesive, porous gravel.
Costs
Gravel filter: Expensive, since off-site materials, hand construction, and demolition/removal are
usually required. Material costs for gravel bags are average of $2.50 per empty gravel bag. Gravel
costs range from $20-$35 per yd3.
Inspection and Maintenance
! Inspect BMPs prior to forecast rain, daily during extended rain events, after rain events,
weekly during the rainy season, and at two-week intervals during the non-rainy season.
tr Gravei bags exposed to sunlight will need to be replaced every two to three months due to
degrading ofthe bags.
Reshape or replace gravel bags as needed.
Repair washouts or other damage as needed.
Sediment that accumulates in the BMP must be periodically removed in order to maintain
BMP effectiveness. Sediment should be removed when the sediment accumulation reaches
one-third of the barrier height. Sediment removed during maintenance may be incorporated
into earthwork on the site or disposed at an appropriate location.
E Remove gravel bag berms when no longer needed. Remove sediment accumulation and clean,
re-grade, and stabilize the area. Removed sediment should be incorporated in the project or
disposed of.
E
!
!
Gravel Bag Berm BMP Document
Construction Storm Water Management Plan
Cordilleran Compliance Se rvice s, I nc.
Grand Juncl ion, Co lorado
3 ol'4
Gravel Bag Berm
References
Handbook of Steel Drainage and Highway Construction, American Iron and Steel Institute, 1983-
Stormwater Quality Handbooks - Construction Site Best Management Practices (BMPs) Manual,
State of California Department of Transportation (Caltrans), November 2000.
Stormwater Pollution Plan Handbook, First Edition, State of California, Department of
Transportation Division of New Technology, Materials and Research, October 1992.
California Storm Water Quality Association, Califomia Storm Water BMP Handbook - Construction,
January 2003.
Gravel Bag Berm BMP Document
Construction Storm Water Management Plan
Cordilleran Compliance Semices, lnc.
Grand Junction, Colorado
4 of4
Storm Drain Inlet Protection
Description and Purpose
Storm drain inlet protection consists of a sediment filter or an impounding area around or upstream of
a storm drain, drop inlet, or curb inlet. Storm drain inlet protection measures temporarily pond runoff
before it enters the storm drain, allowing sediment to settle. Some filter configurations also remove
sediment by filtering, but usually the ponding action results in the greatest sediment reduction.
Targeted Constituents
- Sediment
- Nutrients
- Trash
- Metals
- Bacteria
Storm Drain Inlet Protection BMP Document
Construction Storm Water Management Plan
Potential Alternatives
- Silt Fence
- Fiber Rolls
- Gravel Bag Berm
- Sandbag Barrier
- Straw Bale Barrier
- Oil and Grease
- Organics
Suitable Applications
Every storm drain inlet receiving sediment-laden runoffshould be protected.
Limitations
E Drainage area should not exceed I acre.
E Straw bales, while potentially effective, have not produced in practice satisfactory results,
primarily due to improper installation.
E Requires an adequate area for water to pond without encroaching into portions of the roadway
subject to traffic.
n Inlet protection usually requires other methods of temporary protection to prevent sediment-
laden storm water and non-storm water discharges from entering the storm drain system.
D Sediment removal may be difficult in high flow conditions or if runoff is heavily sediment
laden. If high flow conditions are expected, use other onsite sediment trapping techniques in
conjunction with inlet protection.
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I of 8
Storm Drain Inlet Protection
! Frequent maintenance is required.
D For drainage areas larger than I acre, runoff should be routed to a sediment-trapping device
designed for larger flows.
Excavated drop inlet sediment traps are appropriate where relatively heavy
and overflow capability is needed.
flows are expected,
Implementation
General
Large amounts of sediment may enter the storm drain system when storm drains are installed before
the upslope drainage area is stabilized, or where construction is adjacent to an existing storm drain.
In caies of extreme sediment loading, the storm drain itself may clog and lose a major portion of its
capacity. To avoid these problems, it is necessary to prevent sediment from entering the system at
the inlets.
Inlet control measures presented in this handbook should not be used for inlets draining more than
one acre. Runoff from larger disturbed areas should be first routed through a sediment basin or
sediment trap. Different types of inlet protection are appropriate for different applications depending
on site "onditionr
and the type of inlet. Inlet protection methods not presented in this handbook
should be approved by the local storm water management agency.
Design and Loyout
Identi$, existing and planned storm drain inlets that have the potential to receive sediment- laden
surface runoff. Determine if storm drain inlet protection is needed and which method to use.
!
Limit upstream drainage area to I acre maximum. For larger drainage areas, use a sediment
basin, or a sediment trap, upstream of the inlet protection device.
The key to successful and safe use of storm drain inlet protection devices is to know where
runoff will pond or be diverted.
- Detirmine the acceptable location and extent of ponding in the vicinity of the drain
inlet. The acceptable location and extent of ponding will influence the type and design of the
storm drain inlet protection device.
- Determine the extent of potential runoff diversion caused by the storm drain inlet
protection device. Runoff ponded by inlet protection devices may flow around the device and
towards the next downstream inlet. In some cases, this is acceptable; in other cases, serious
erosion or downstream property damage can be caused by these diversions. The possibility of
runoff diversions will influence whether or not storm drain inlet protection is suitable; and, if
suitable, the type and design of the device.
The location and extent of ponding, and the extent
through appropriate placement of the inlet protection
protection device a short distance upstream of the
sediment control, limit ponding to desired areas, and I
. of diversion, can usually be controlled
Ldevice. In some cases, moving the inlet
actual inlet can provide more efficient
prevent or control diversions.
Four types of inlet protection are presented below. However, it is recognized that other
effective methods and proprietary devices exist and may be selected.
- Filter Fabric Fence: Appropriate for drainage basins with less than a 5%o slope, sheet
flows, and flows under 0.5 cfs.
- Excavated Drop Inlet Sediment Trap: An excavated area around the inlet to trap
sediment.
tr
!
Storm Drain Inlet Protection BMP Document
Construction Storm Water Management PIan
Cordilleran Complionce Services, lnc.
Grand Junction, Colorado
2 of 8
!
n
Storm Drain Inlet Protection
- Gravel bag barrier: Used to create a small sediment trap upstream of inlets on sloped,
paved streets. Appropriate for sheet flow or when concentrated flow may exceed 0.5
cfs, and where overtopping is required to prevent flooding.
- Block and Gravel Filter: Appropriate for flows greater than 0.5 cfs.
Select the appropriate type of inlet protection and design as referred to or as described in this
fact sheet.
Provide area around the inlet for water to pond without flooding structures and property.
Grates and spaces around all inlets should be sealed to prevent seepage of sediment-laden
water.
E Excavate sediment sumps (where needed) I to 2 ft with 2: I side slopes around the inlet.
Installation
E DI Protection Type I - Filter Fabric Fence - The filter fabric fence (Type l) protection is
shown in the attached figure. Similar to constructing a silt fence. Do not place filter fabric
underneath the inlet grate since the collected sediment may fall into the drain inlet when the
fabric is removed or replaced.
l. Excavate a trench approximately 6 in. wide and 6 in. deep along the line of the silt
fence inlet protection device.
2. Place 2 in. by 2 in. wooden stakes around the perimeter of the inlet a maximum of 3 ft
apart and drive them at least l8 in. into the ground or 12 in. below the bottom of the
trench. The stakes must be at least 48 in.
3. Lay fabric along bottom of trench, up side of trench, and then up stakes. The
maximum silt fence height around the inlet is24 in.
4. Staple the filter fabric to wooden stakes. Use heavy-duty wire staples at least I in. in
length.
5. Backfill the trench with gravel or compacted earth all the way around.
DI Protection Type 2 - Excavated Drop Inlet Sediment Trap - The excavated drop inlet
sediment trap (Type 2) is shown in the attached figures. Install filter fabric fence in
accordance with DI Protection Type l. Size excavated trap to provide a minimum storage
capacity calculated at the rate 67 yd3lacre of drainage area.
DI Protection Type 3 - Gravel bag - The gravel bag barrier (Type 3) is shown in the figures.
Flow from a severe storm should not overtop the curb. In areas of high clay and silts, use
filter fabric and gravel as additional filter media. Construct gravel bags in accordance with
gravel bag berm guidelines. Gravel bags should be used due to their high permeability.
l. Use sand bag made of geotextile fabric (not burlap) and fill with 0.75 in. rock or 0.25
in. pea gravel.
2. Construct on gently sloping street.
3. Leave room upstream of bamier for water to pond and sediment to settle.
4. Place several layers of sand bags - overlapping the bags and packing them tightly
together.
5. Leave gap of one bag on the top row to serve as a spillway. Flow from a severe storm
(e.g., l0 year storm) should not overtop the curb.
tr DI Protection Type 4 - Block and Gravel Filter - The block and gravel filter (Type 4) is
shown in the figures. Block and gravel filters are suitable for curb inlets commonly used in
residential, commercial, and industrial construction.
D
tr
Storm Drain Inlet Protection BMP Document
Construction Storm Water Management Plan
Cordilleran Compliance Semices, Inc.
Grand Junction, Colorado
3 ol8
Storm Drain Inlet Protection
Place hardware cloth or comparable wire mesh with 0.5 in. openings over the drop
inlet so that the wire extends a minimum of I ft beyond each side of the inlet structure.
If more than one strip is necessary, overlap the strips. Place filter fabric over the wire
mesh.
Place concrete blocks lengthwise on their sides in a single row around the perimeter of
the inlet, so that the open ends face outward, not upward. The ends of adjacent blocks
should abut. The height of the barrier can be varied, depending on design needs, by
stacking combinations of blocks that are 4 in., 8 in., and 12 in. wide. The row of
blocks should be at least 12 in. but no greater than24 in. high.
Place wire mesh over the outside vertical face (open end) of the concrete blocks to
prevent stone from being washed through the blocks. Use hardware cloth or
comparable wire mesh with 0.5 in. opening.
Pile washed stone against the wire mesh to the top of the blocks. Use 0.75 to 3 in.
Costs
I Average annual cost for installation and maintenance (one year useful life) is $200 per inlet.
Inspection and Maintenance
! Inspect BMPs prior to forecast rain, daily during extended rain events, after rain events,
weekly during the rainy season, and at two-week intervals during the non-rainy season.
E Filter Fabri. F.r."r. If the fabric becomes clogged, torn, or degrades, it should be replaced.
Make sure the stakes are securely driven in the ground and are in good shape (i.e., not bent,
cracked, or splintered, and are reasonably perpendicular to the ground). Replace damaged
stakes.
! Gravel Filters. If the gravel becomes clogged with sediment, it must be carefully removed
from the inlet and either cleaned or replaced. Since cleaning gravel at a construction site may
be difficult, consider using the sediment-laden stone as fill material and put fresh stone around
the inlet. Inspect bags for holes, gashes, and snags, and replace bags as needed. Check gravel
bags for proper alrangement and displacement.
! Sediment that accumulates in the BMP must be periodically removed in order to maintain
BMP effectiveness. Sediment should be removed when the sediment accumulation reaches
one-third of the barrier height. Sediment removed during maintenance may be incorporated
into earthwork on the site ore disposed at an appropriate location.
tr Remove storm drain inlet protection once the drainage area is stabilized.
- Clean and regrade area around the inlet and clean the inside of the storm drain inlet as
it must be free of sediment and debris at the time of final inspection.
References
Stormwater Quality Handbooks - Construction Site Best Management Practices (BMPs) Manual,
State of California Department of Transportation (Caltrans), November 2000.
Stormwater Management Manual for The Puget Sound Basin, Washington State Department of
Ecology, Public Review Draft, 1991.
California Storm Water Quality Association, Califomia Storm Water BMP Handbook - Construction,
January 2003.
l.
2.
aJ.
4.
Storm Drain Inlet Protection BMP Document
Construction Storm Water Management Plan
Cordilleran Compliance Semices, Inc.
Grand Junction, Colorado
4 of8
Storm Drain Inlet Protection
Bl on ket
Droin inlet
24" +
StCIlCN A-A
Sheet flow-_=._
Less thon
1 ocre
PLAN
DI PROTTCTICN T'/PI 1
--NoT rca=r- At L
NOTTS:
1. For use in orecs where qrcrdinq hos been completed ond
ond seeding are pending
2 Not opplicoble in poved orecs
3. Not opplicoble with concentrotecl flows.
X
\ol
IX
6" Min
overlcp of ends
of silt fence.
Geotextile Blonket
Silt Fence per S[-01
\,n-
Y.v
V"
\2
Sr,/v
ot/0t./Lr/
f inol soil stobllizoiion
Cordi I leran Compliance Serv ice s, Inc.
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Storm Drain Inlet Protection BMP Document
Construction Storm Water Management Plan
5 of 8
)
Silt Fence per SE-01
Storm Drain Inlet Protection
Stobilize oreo ond
grode uniformly
oround perimeter
3 Min
Note:
Remove sediment
before reoching
one-third full.
Storm Drain Inlet Protection BMP Document
Construction Storm Water Management Plan
1: 1 slope
-.--Rock filter(use if
-t- is concen iroted)
Geote x t ile
Bl onket
Section A- A
fence Per SE-01
12" Min
24" l,Aox
f low
Edge of
sediment trop
roin inlet
Sheet flow
Geotex t ile
Per SE-01
Plcrn
DI PROTTCTICN TYPt ?
N otes
1. For use in cleored ond grubbed ond in groded oreos.
2 Shope bosin so thct longest in f low orect f oces longest length of trop
3 For concentroted flows, shr:pe bcsin in 2. 1 rotio wiih length oriented
towords direction of flow.
\1 x
Cordilleran Compliance Semices, Inc.
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,i li ),| | _-b-/ Iil-llrel[*l iirilffili ;i
l: ,^lill,ii-iit __ - -.i
6 of 8
COn.enl,Oted .+lflow t
x-x-=-x---x-
Storm Drain Inlet Protection
Spillwoy,Son dbogs2-bogs high
TYPICAL PROTICTION FOR INLTT ON SUIVP
Edge of Povement
.-Flo*
Spillwo y,
TYPICAL PROTECTION FCR INLIT ON GRADE
NOTES:
1. lntended for short-term use
2. Use to inhibit non-storm woter flow
3. Allow for proper mointenonce ond cleonup.
4. Bogs rnust be removed ofter odjocent operction
5. Not opplicoble in oreos with high silts ond cloys
is completed
without filter fobric
Flow
Son dbogs
2-bogs high
Cordilleran Compliance Semices, Inc.
G rand Junction, Colorado
Storm Drain Inlet Protection BMP Document
Construction Storm Water Management Plan
DI PROTECTION TYPI 3ffi
7 of8
Povemen tdge
Storm Drain Inlet Protection
Curb inlet ()
----
--..--'.--..--.-_-
-
Storm Drain lnlet Protection BMP Document
Construction Storm Water Management Plan
Concrete block loid -lengthwise on sides
@ perimeter of opening
z- Runoff with sedimen t
- Hordworewire nresh
DI PROTTCTION iYPT 4
NC,T TO SCALT
rl,
)--
->--=-
-
-
Hordwore cloth orwire mesh
- Filtered woter
- Curb inlet
Cordi I le ran C ompliance Se rv ice s, I nc.
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Sedimen t
8 of8
\'',
!
Stabilized Construction Entra nce/ Exit
Description and Purpose
A stabilized construction u"""r, is defined by a point of entrance/exit to a construction site that is
stabilized to reduce the tracking of mud and dirt onto public roads by construction vehicles.
Targeted Constituents Potential Alternatives
- NoneSediment
Nutrients
Trash
Metals
Bacteria
Oil and Grease
Organics
Suitable Applications
Use at construction sites:
I Where dirt or mud can be tracked onto public roads.
D Adjacent to water bodies.
! Where poor soils are encountered.
I Where dust is a problem during dry weather conditions'
Limitations
I Entrances and exits require periodic top dressing with additional stones.
n This BMP should be used in conjunction with street sweeping on adjacent public right of way.
I Entrances and exits should be constructed on level ground only.
D Stabilized construction entrances are rather expensive to construct and when a wash rack is
included, a sediment trap of some kind must also be provided to collect wash water runoff.
Stabi I ized Construction Entrance/Exit BMP Document
Construction Storm Water Management Plan
C o rdil I era n Compl iance Serv ice s, I nc.
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I of 5
Stabilized Construction Entra nce/ Exit
Implementation
General
A stabilized construction entrance is a pad of aggregate underlain with filter cloth located at any point
where traffic will be entering or leaving a construction site to or from a public right of way, street,
alley, sidewalk, or parking area. The purpose of a stabilized construction entrance is to reduce or
eliminate the tracking of sediment onto public rights of way or streets. Reducing tracking of
sediments and other pollutants onto paved roads helps prevent deposition of sediments into local
storm drains and production of airborne dust.
Where traffic will be entering or leaving the construction site, a stabilized construction entrance
should be used. NPDES permits require that appropriate measures be implemented to prevent
tracking of sediments onto paved roadways, where a significant source of sediments is derived from
mud and dirt carried out from unpaved roads and construction sites.
Stabilized construction entrances are moderately effective in removing sediment from equipment
leaving a construction site. The entrance should be built on level ground. Advantages of the
Stabilized Construction Entrance/Exit is that it does remove some sediment from equipment and
serves to channel construction traffic in and out of the site at specified locations. Efficiency is greatly
increased when a washing rack is included as part of a stabilized construction entrance/exit.
Design and Layout
tr Construct on level ground where possible.
! Select 3 to 6 in. diameter stones.
! Use minimum depth of stones of l2 in. or as recommended by soils engineer.
! Construct length of 50 ft minimum, and 30 ft minimum width.U Rumble racks constructed of steel panels with ridges and installed in the stabilized
entrance/exit will help remove additional sediment and to keep adjacent streets clean.! Provide ample turning radii as part of the entrance.
! Limit the points of entrance/exit to the construction site.
n Limit speed of vehicles to control dust.
n Properly grade each construction entrance/exit to prevent runoff from leaving the construction
site.
! Route runoff from stabilized entrances/exits through a sediment trapping device before
discharge.
! Design stabilized entrance/exit to support heaviest vehicles and equipment that will use it.D Select construction access stabilization (aggregate, asphaltic concrete, concrete) based on
longevity, required performance, and site conditions. Do not use asphalt concrete (AC)
grindings for stabilized construction access/roadway.
I If aggregate is selected, place crushed aggregate over geotextile fabric to at least l2 in. depth,
or place aggregate to a depth recommended by a geotechnical engineer. A crushed aggregate
greater than 3 in. but smaller than 6 in. should be used.
D Designate combination or single purpose entrances and exits to the construction site.
tr Require that all employees, subcontractors, and suppliers utilize the stabilized construction
access.
D Implement street sweeping and vacuuming, as needed
E All exit locations intended to be used for more than a two-week period should have stabilized
construction entrance/exit BMPs.
Stabilized Construction Entrance/Exit BMP Document 2 of 5
Construction Storm Water Management Plan
Cordilleran Compliance Services, Inc.
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Stabilized Construction Entra ncel Exit
I
D
D
I
E
Inspection and Maintenance
Inspect and veriff that activity-based BMPs are
associated activities. While activities associated
weekly during the rainy season and of two-week
Stabilized Construction Entrance/Exit BMP Document 3 of 5
Construction Storm Water Management Plan
in place prior to the commencement of
t with the BMPs are under way, inspect
intervals in the non-rainy season to veriff
Co rdi I I e ran C ompl i ance Se rv ice s, I nc.
Grand Junction, Colorado
continued BMP implementation.
Inspect local roads adjacent to the site daily. Sweep or vacuum to remove visible
accumulated sediment.
Remove aggregate, separate and dispose of sediment if construction entranceiexit is clogged
with sediment.
Keep all temporary roadway ditches clear.
Check for damage and repair as needed.
Replace gravel materialwhen surface voids are visible.
Remove all sediment deposited on paved roadways within 24 hours.
Remove gravel and filter fabric at completion of construction
Costs
Average annual cost for installation and maintenance may vary from $1,200 to $4,800 each,
uu.ruglng $2,400 per entrance. Costs will increase with addition of washing rack, and sediment trap.
With wash rack, costs range from $1,200 - 56,000 each, averaging $3,600 per entrance'
References
Manual of Standards of Erosion and Sediment Control Measures, Association of Bay Area
Governments, May 1995.
National Management Measures to Control Nonpoint Source Pollution from Urban Areas, USEPA
Agency,2002.
Proposed Guidance Specifring Management Measures for Sources of Nonpoint Pollution in Coastal
Waters, Work Group Working Paper, USEPA, April1992.
Stormwater Quality Handbooks Construction Site Best Management Practices (BMPs) Manual, State
of California Department of Transportation (Caltrans), November 2000.
Stormwater Management of the Puget Sound Basin, Technical Manual, Publication #91-75,
Washington State Department of Ecology, February 1992.
Virginia Erosion and Sedimentation Control Handbook, Virginia Department of Conservation and
Recreation, Division of Soil and Water Conservation, l99l'
Guidance Specifuing Management Measures for Nonpoint Pollution in Coastal Waters, EPA 840-8-
}-O}2,USEPA, Office of Water, Washington, DC, 1993.
Water Quality Management Plan for the Lake Tahoe Region, Volume II, Handbook of Management
Practices, Tahoe Regional Planning Agency, November 1988.
Califomia Storm Water Quality Association, California Storm Water BMP Handbook - Construction,
January 2003.
Stabilized Construction Entra ncel Exit
Crushed oggregote greoter thon 3"
but smoller thon 6"
Filter fobric
unless otherwise
by o soils engineer
Originol
grode
12 " Min,
specif ied
=O
o
CL
O
L_t
L
()
Z
=ai
LrJ
l*,.,n o=
I requ ired to
I occomodote
lonticipoted
Itroffic
M otch
Existing
Grode
Stabil ized Constructi on Entrance/Exit BMP Document
Construction Storm Water Management Plan
or four times the circumference
of the lorgest consiruction vehicle tire,
whichever is qreoter
P LAN-_ldTr
Co rdil I e ran C ompl i ance Serv ice s, I nc.
G rand Junction, Colorado
NOTE:
Construci sediment borrier
ond chonnelize runoff to
sediment tropping device
Temporory pipe culvert
os needed
50' M in
4 of5
.lul
!_rll
I
Stabilized Construction Entra nce / Exit
Crushed oggregote greoter thon
but smoller thon 6".
Filter fobric
Origin ol
grode
12" Min,
sp ecif ied
unless otherwise
by o soils engineer
12" Min, unless otherwise
specified by o soils engineer
NOTE:
Construct sediment borrier
ond chonnelize runoff to
sediment tropping device
Iii
=tooi
?i
olt -Ii
drol
arl7l
-t'al
ri
I
I
ponels
10' min or
os required to
occomodote
on t icipot ed
troffic, whichever
is greoter
Co rdilleran Compliance Serv ice s, I nc.
Grand Junclion, Colorado
M otch
E x istin g
Grode
Stabilized Construction Entrance/Exit BMP Document
Construction Storm Water Management Plan
STCIION B-B
NTS
Crushed oggregoie greoter ihon 3"
but smoller thon 6"
Corrugoted steel ponels
Originol
grode
f obric
SECTION A-A- NOT-TO-SCArE-
Sediment tropping
d evice
50' mln
or four times the circurnference
of the lorgest constructiorr vehicle tire,
whichever is greoter
PLAN
-IJI'
TCorrugoled sieel
5 of 5
3"
[:ilter
Description and Purpose
Access ioads, subdivision roads, parking areas, and other onsite vehicle transportation routes should
be stabilized immediately after grading, and frequently maintained to prevent erosion and control
dust.
Targeted Constituents
- Sediment
- Nutrients
- Trash
- Metals
- Bacteria
- Oil and Grease
- Organics
Suitable Applications
This BMP should be applied for the following conditions:
Potential Alternatives
- None
D Temporary Construction Traffic:
- Phased construction projects and offsite road access
- Construction during wet weather
! Construction roadways and detour roads:
- Where mud tracking is a problem during wet weather
- Where dust is a problem during dry weather
- Adjacent to water bodies
- Where poor soils are encountered
Limitations
! The roadway must be removed or paved when construction is complete.
tr Certain chemical stabilization methods may cause storm water or soil pollution and should
not be used.
Stabilized Construction Roadway BMP Document
Construction Storm Water Management Plan
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I of 3
D
!
Stabilized Construction Roadwa
Management of construction traffic is subject to air quality control measures. Contact the
local air quality management agency.
Materials will likely need to be removed prior to final project grading and stabilization.
Use of this BMP may not be applicable to very short duration projects.
Implementation
General
Areas that are graded for construction vehicle transport and parking pulposes are especially
susceptible to erosion and dust. The exposed soil surface is continually disturbed, leaving no
opportunity for vegetative stabilization. Such areas also tend to collect and transport runoff waters
along their surfaces. During wet weather, they often become muddy quagmires that generate
significant quantities of sediment that may pollute nearby streams or be transported offsite on the
wheels of construction vehicles. Dirt roads can become so unstable during wet weather that they are
virtually unusable.
Efficient construction road stabilization not only reduces onsite erosion but also can significantly
speed onsite work, avoid instances of immobilized machinery and delivery vehicles, and generally
improve site efficiency and working conditions during adverse weather
I n s t all atio n/App lic atio n C r ite r i a
Permanent roads and parking areas should be paved as soon as possible after grading. As an
alternative where construction will be phased, the early application of gravel or chemical stabilization
may solve potential erosion and stability problems. Temporary gravel roadway should be considered
during the rainy season and on slopes greater than 5o/o.
Temporary roads should follow the contour of the natural terrain to the maximum extent possible.
Slope should not exceed l5%. Roadways should be carefully graded to drain transversely. Provide
drainage swales on each side of the roadway in the case of a crowned section or one side in the case
of a super elevated section. Simple gravel berms without a trench can also be used.
Installed inlets should be protected to prevent sediment laden water from entering the storm sewer
system. In addition, the following criteria should be considered.
E Road should follow topographic contours to reduce erosion of the roadway.
n The roadway slope should not exceed l5olo.
! Chemical stabilizers or water are usually required on gravel or dirt roads to prevent dust
! Properly grade roadway to prevent runoff from leaving the construction site.
tr Design stabilized access to support heaviest vehicles and equipment that will use it.
O Stabilize roadway using aggregate, asphalt concrete, or concrete based on longevity, required
performance, and site conditions. The use of cold mix asphalt or asphalt concrete (AC)
grindings for stabilized construction roadway is not allowed.
D Coordinate materials with those used for stabilized construction entrance/exit points.
tr If aggregate is selected, place crushed aggregate over geotextile fabric to at least l2 in. depth.
A crushed aggregate greater than 3 in. but smaller than 6 in. should be used.
Stabilized Construction Roadway BMP Document
Construction Storm Water Management Plan
Cordilleran Compliance Services, Inc.
G rand Juncl ion, Colorado
2 of3
tr
n
Inspection and Maintenance
tr Inspect and veriff that activity-based BMPs are in place prior to the commencement of
associated activities. While activities associated with the BMP are under way, impact weekly
during the rainy season and of two-week intervals in the non-rainy season to veriff continued
BMP implementation.
n Keep alltemporary roadway ditches clear.
tr When no longer iequired, remove stabilized construction roadway and re-grade and repair
slopes.
Periodically apply additional aggregate on gravel roads.
Active dirt construction roads are commonly watered three or more times per day during the
dry season.
Costs
Gravel construction roads are moderately expensive, but cost is often balanced by reductions in
construction delay. No additional costs for dust control on construction roads should be required
above that needed to meet local air quality requirements.
References
Blueprint for a Clean Bay: Best Management Practices to Prevent Stormwater Pollution from
Conslruction Related Activities; Santa Clara Valley Nonpoint Source Pollution Control Program,
1995.
Coastal Nonpoint Pollution Control Program; Program Development and Approval Guidance,
Working Group, Working Paper; USEPA, April 1992.
Manual of Standards of Erosion and Sediment Control Measures, Association of Bay Area
Governments, May 1995.
Stormwater Quality Handbooks Construction Site Best Management Practices (BMPs) Manual, State
of California Department of Transportation (Caltrans), November 2000.
Stormwater Management for Construction Activities, Developing Pollution Prevention Plans and
Best Management Practices, EPA 832-R'92005; USEPA, April 1992.
Stormwater Management of the Puget Sound Basin, Technical Manual, Publication #91-75,
Washington State Department of Ecology, February 1992.
Virginia Erosion and Sedimentation Control Handbook, Virginia Department of Conservation and
Recreation, Division of Soil and Water Conservation, 1991.
Water Quality Management Plan for the Lake Tahoe Region, Volume II, Handbook of Management
Practices, Tahoe Regional Planning Agency, November 1988.
California Storm Water Quality Association, California Storm Water BMP Handbook - Construction,
January 2003.
Stabilized Construction Roadway BMP Document
Construction Storm Water Management Plan
Cordilleran Compliance Service s, Inc.
Grand Junct ion, Colorado
3 ol3
Entrance
Description and Purpose
A tire wash is an area located at stabilized construction access points to remove sediment from tires
and under carriages and to prevent sediment from being transported onto public roadways.
Targeted Constituents Potential Alternatives
- Stabilized Construction
Entrance/Exit
Sediment
Nutrients
Trash
Metals
Bacteria
Oil and Grease
Organics
Suitable Applications
Tire washes may be used on construction sites where dirt and
construction vehicles may occur.
Limitations
tr The tire wash requires a supply of wash water.
! A turnout or doublewide exit is required to avoid having
wash area.
n Do not use where wet tire trucks leaving the site leave the
Implementation
! Incorporate with a stabilized construction entrance/exit'
! Construct on levet ground when possible, on a pad of coarse
smaller than 6 in. A geotextile fabric should be placed below
! Wash rack should be designed and constructed/manufactured
mud tracking onto public roads bY
entering vehicles drive through
road dangerously slick.
aggregate greater than 3 in. but
the aggregate.
for anticipated traffic loads.
Cordilleran Compliance Services, Inc.
Grand Junction, Colorado
the
Entrance/Outlet Tire Wash BMP Document
Construction Storm Water Management PIan
I of3
Entrance Outlet Tire Wash
E Provide a drainage ditch that will convey the runoff from the wash area to a sediment trapping
device. The drainage ditch should be of sufficient grade, width, and depth to carry the wash
runoff.
I Use hoses with automatic shutoff nozzlesto prevent hoses from being left on.
tr Require that all employees, subcontractors, and others that leave the site with mud caked tires
and undercarriages to use the wash facility.
Costs
Costs are low for installation of wash rack.
lnspection and Maintenance
I Inspect and veriS that activity-based BMPs are in place prior to the commencement of
associated activities. While activities associated with the BMP are under way, inspect weekly
during the rainy season and of two-week intervals in the non-rainy season to verify continued
BMP implementation.
! Inspect BMPs subject to non-stormwater discharge daily while non-stormwater discharges
occur.
! Remove accumulated sediment in wash rack and/or sediment trap to maintain system
performance.
E Inspect routinely for damage and repair as needed.
References
Blueprint for a Clean Bay: Best Management Practices to Prevent Stormwater Pollution from
Construction Related Activities; Santa Clara Valley Nonpoint Source Pollution Control Program,
1995.
Coastal Nonpoint Pollution Control Program; Program Development and Approval Guidance,
Working Group, Working Paper; USEPA, April1992.
Manual of Standards of Erosion and Sediment Control Measures, Association of Bay Area
Governments, May 1995.
Stormwater Quality Handbooks Construction Site Best Management Practices (BMPs) Manual, State
of California Department of Transportation (Caltrans), November 2000.
Stormwater Management for Construction Activities, Developing Pollution Prevention Plans and
Best Management Practices, EPA 832-R-92005; USEPA, April1992.
California Storm Water Quality Association, California Storm Water BMP Handbook - Construction,
January 2003.
Cordilleran Compliance Services, lnc.
Grand Juncl ion, Colorado
Entrance/Outlet Tire Wash BMP Document
Construction Storm Water Management Plan
2 of 3
Entra ncel Outlet Tire Wash
Crushed oggregote greoter thon
but smoller thon 6".
Corrugoted steel ponels
12" N/ in,
specif ied
unless
byo
oth erwise
soils engineer
Originol
grode
f obric
SECIION A-A--NOT-TO-CAF
Crushed oggregote greoter thcn
but smoller thon 6"
Filter fobric
12" Min, unless
specifred by o
STCTICN
f ilier
otherwise
soils engineer
B-B
Origin ol
grode
NTS
,r/^o*ot.. "' ,t','t -o,o" /.ndu-,___ffi
.a'^r.",'#
Ditch to corry
to o sediment
,.. devic e./
,,,
,/.'
r-/
io*o
"
'/ -\(f]/./.'NOT[: -.," \^i.--L '^- ><,1a-7ru
r\u rL -/ wosh Rocl<
Mony desigri s con be field .{.
I t r,I -- r-t- -'^-!^, z--'fobricoted, or fobricoted -uunits moy be used .,'
Woter supply & hose-
TYPICAL TIRt WASF]NOT-TdSCAI-
Entrance/Outlet Tire Wash BMP Document
Construction Storm Water Management Plan
Cordilleran Compliance Semices, Inc.
Grand Junction, Colorado
3 of3
SPIL PREVENTION CONTROL AND
COUNTERMEASURE PLAN
PARACHUTE OFFICE/OPERATIONS YARD
GARFIELD COUNTY, COLORADO
PREPARED FOR:
WILLIAMS PRODUCTION RMT COMPANY
P.O. Box 370
Parachute, Colorado 81635
PREPARED BY:
CORDILLERAN COMPLIANCE SERVICES, INC.
82621y:- Road
Grand Junction, Colorado g1505
970.263.7800
CoRDITTERAN
REVISION DATE:
March 2006
SECTION 5.0 SPCC PLAN ADMINISTRATIoN: $1r2.3, $il2.4, AND $ 112.s...................................55.1 Requirement to Prepare: $ I 12.3 ............55.2 Amendment by Regional Administrator: g112.4 ............. ............55.3 SPCC Plan Amendment by Owner/Operator: $l 12.5 ........... ..........................6
SECTION 6.0 SPCC PLAN GENERAL REQUIREMENTS $112.7 ................76.1 General Facility Information .................76.2 General Facility Description .................g6.3 SPCC PIan Conformance and Deviations: g1t 2.7(a)(l) and (2)........................................96.4 Facility Layout: g 1 12.7(a)(3) ................96.5 Oil Storage Capacity: gl12.7(a)(3)(i)............... ........96.6 Discharge Prevention Measures: g I 12.7(a)(3)(ii).............. ........ I I6.7 Discharge Drainage Controls: g I 12.7(a)(3)(iii)............ ............. I I6.8 Countermeasures for Discharge Discovery, Response and Cleanup: $l 12.7(a)(3)(iv).....1I6.9 Recovered Materials Disposal: gl 12.7(a)(3)(v).............. ...........126.10 contact List and Notification phone Numbers: gl12.7(a)(3)(vi).....................................12
6.1 I Reporting and Notification procedures: g I 12.7(a)(\ ................126.12 Oil Spill Response Procedures: gl12.7(a)(5) ..........126.13 Discharge Analysis: g I 12.7(b) ............126.14 Spill Containment: gl 12.7(c) ..............146.15 Spill Containment Practicability: g I I 2.7(d) ...........146.16 Inspections, Tests and Records: $l 12.7(e) .............146.17 Personnel Training and Discharge Prevention Measures: A I 12.7(0 ............. I 56.18 Security: g I 12.7(9).... ....... 156.19 Facility Tank car and Tank Truck Loading/Unroading: $t 12.7(h)... ............166.20 Brittle Fracture Analysis: g I 12.7(i).... .................... 166.21 Applicable Requirements: 9112.7().......... .............16
SECTION 7.0 REQUIREMENTS FOR ONSHORE (NON-PRODUCTION) FACILITIES: gl12.8 ....17
7 .l Onshore Facility (Excluding Production Facilities) Drainage: $ I 12.8(b) ........................ I 77.2 Onshore Facility (Excluding Production Facilities) Bulk Storage Conatiners:
gl 12.8(c) ...................177.3 Onshore Facility (Excluding Production Facilities) Transfer Operations: $ I 12.8(d).......18
Section
SECTION I.O
SECTION 2.0
SECTION 3.0
SECTION 4.0
SECTION 8.0
SECTION 9.0
SECTION IO.O
REQUIREMENTS FoR ONSHORE otL PRODUCTION FACTLTTTES: g 112.9 .........19
REQUIREMENTS FOR ONSHORE OIL DRILLING AND WORKOVER
FACILITIES: g I 12.10 ................ ......20
REQUIREMENTS FOR OFFSHORE OIL DRILLING, PRODUCTION AND
WORKOVER FACILITIES: 9112.11........... .......20
TABLE OF CONTENTS (Continued)
FIGURES
Figure I - Parachute Office Location Map
Figure 2 -Parachute Office Site Map
APPENDICES
Appendix A - Certification of the Applicability of the Substantial Harm Criteria
Appendix B - SPCC Plan Review/Amendment Documentation
Appendix C - Oil Spill Response Procedures (lncluding Notification Phone Numbers)
Appendix D - Secondary Containment Information
Appendix E - Inspection Procedures and Records
Appendix F - Training Procedures and Records
Appendix G - SPCC Regulations (40 CFR 110 and 40 CFR lt2)
SECTION 1.0 MANAGEMENTCOMMITMENT CERTIFICATION
Management approval has been elxtended at a level with authority to commit the necessary
resources to implement this Spill Prevention, Control and Countermeasure (SPCC) plan.
Pursuant to $112.7(d), this is the written commitment of Williams Production RMT Company
(Williams) to provide the manpower, equipment and materials required to expeditiously control
and remove any quantity of oil discharged that may be harmful to human health and the
environment. A copy of this plan shall be maintained by the operator as described herein and
will be made available to the EPA Regional Administrator for on-site review during normal
working hours.
Authorized Management Representative:
Signature:
Name: Steve Soychak
Title: District Manager
Date:
SECTION 2.0 ENGINEERINGCE,RTIFICATION
Pursuant to 9112.3(d) and by means of this certification, I attest that:- I am familiar with the requirernents of the spcc rule (40 cFR 112);' The facility has been visited and examined by myself or my agenti' This plan has been prepared in accordance with good engineiring practice, including
consideration of applicable industry standards, and with the r-squirements of the
SPCC rule;' Procedut'es for required inspections and testing have been established; and,- This plan is adequate for the facility.
Signature of Professional Engineer
36ilK _
State Registration No.
Note: The PE's certiJication does not relieve lhe owner/operator of the facitity of the duty offulty implementing theSPCC plan in accordance with oll applicable requirements,
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SECTION3.O INTRODUCTION
The Federal Water Pollution Control Act, as amended by the Clean Water Act of 1977,
authorized the establishment of procedures, methods, equipment and other requirements for the
prevention and/or containment of discharges of oil and hazardous substances from vessels and
onshore and offshore facilities. In partial response to this authorization, the U.S. Environmental
Protection Agency (USEPA) issued Oil Pollution Prevention Regulations for Non-Transportation
Related Onshore and Offshore Facilities on December I l, 1973 (effective on January 10, 1974).
These regulations were published under title 40 of the Code of Federal Regulations (CFR), Part
112 and specifically outlined requirements for the preparation of Spill Prevention, Control and
Countermeasure (SPCC) plans.
On July 17,2002 the USEPA published modifications to the SPCC requirements in the Federal
Register (68 FR, 47042-47152). This SPCC plan has been prepared in accordance with these
revised regulations.
The following sections of this plan are presented in the sequence of the SPCC rule, as required
by the rule. The substantive requirements ($l 12.7 and gl 12.8) are addressed in Sections 6 and 7,
respectively. Throughout this plan, where applicable, references to the appropriate subsections
of 40 CFR Part l12 are provided, followed by an explanation of how the requirements have been
addressed.
SECTION 4.0 GENERALAPPLICABILITY
The Oil Pollution Prevention Regulations (40 CFR Part ll2) require preparation of an SPCC
plan for facilities that have discharged or could reasonably be expected to discharge oil into or
upon navigable waters of the United States or adjoining shorelines. Specifically,
$112.1(d)(2xii) requires an SPCC plan to be developed for facilities where the aggregate storage
capacity of oil is greater than I ,320 gallons (inclusive of containers with thresholds of 55-gallons
or greater). Because the Parachute Office near Parachute, Colorado has a collective potential
maximum above ground oil storage capacity of approximately 5,000 gallons (overall fluid
storage capacity is 55,400 gallons), as well as individual stored oil volumes up to 3,500 gallons
each, Williams is required to develop, implement and maintain an SPCC plan for this facility.
This SPCC plan has been developed for the Parachute Office in response to the regulations listed
above. The purpose of this plan is to identify sources of oil at the Parachute Office and outline
procedures to prevent the release of oilto navigable waters of the United States.
A release of oil is considered a discharge under this plan only if the release is into or upon the
navigable waters of the United States, adjoining shorelines, or waters contiguous with the
navigable waters of the United States. This is apparent if a release impacts surface water quality
by causing a film, sheen or discoloration of the water surface or adjoining shorelines, or causes a
sludge or emulsion to be deposited beneath the surface of the adjoining shorelines. Impacts to
groundwater also apply if the groundwater is contiguous with navigable waters of the United
States (i.e., groundwater discharges to/contributes to the total volume of a surface water body
that is itself contiguous with navigable waters of the United States).
Any facility that could, because of its location, be expected to cause substantial harm to the
environment by discharging oil into or on navigable waters or adjoining shorelines is required to
prepare and submit a facility response plan (FRP) to the USEPA Regional Administrator (RA) in
accordance with 40 CFR Part 112.20. The Parachute Office is not considered such a facility
because it does not meet any of the substantial harm criteria specified in $ I I 2.20. These criteria,
and the associated applicability determination regarding the Parachute Office, are shown in
Appendix A. This appendix is lhe Certification of the Applicability of the Substantial Harm
Criteria required by $112.20 and must be maintained at the facility. Because submittal of an
FRP is not required, except at the discretion of the RA, this SPCC plan provides information and
procedures for responding to discharges.
SECTION 5.0 SPCC PLAN ADMINISTRATION: glt2.3, 9il2.4, AND
$112.s
5.1 Requirement to Prepare: $112.3
This SPCC plan was prepared to comply with the SPCC rule (40 CFR Part l12) that was
amended and promulgated on July 17,2002. In accordance with $112.3(a) and the compliance
timeline extension announced by the EPA on August 5,2004, this plan was completed prior to
February 16,2006 and will be fully implemented prior to August 18, 2006.
In accordance with $112.3(e)(l) and (2), a complete updated copy of the SPCC Plan and
associated files will be maintained at the Williams district office in Parachute, Colorado. During
normal working hours at the facility, the plan will be available to authorized representatives of
Local, State or Federal governing agencies for on-site review and a copy will be submitted to the
EPA if requested.
5.2 Amendment by Regional Administrator: $112.4
In accordance with $112.4(a), whenever more than 1,000-gallons of oil have been dischargedin
a single incident or more than 42-gallons of oil have been discharged in each of two incldents
over a 12-month period, Williams will submit a report to the EPA RA within 60 days (refer to
the definition of a discharge previously provided in Section 4). The report must include the
following:
. $l12.4(a)(l): Name of the facility;
. $l l2.a@)Q): Name of the operator;
. $12.a@)Q): Locarion of the facility;
' $112.a@)(fi: Maximum storage or handling capacity of the facility and the normal daily
throughput;
t $l D.a@)Q): Corrective action and countermeasures that have been taken, including a
description of equipment repairs and replacements;
' $112.a@)$): An adequate description of the facility, including maps, flow diagrams, and
topographical maps, as necessary;
. $112.4(a)(7): The cause of such discharge as described in 40 CFR ll2.l(b), including a
failure analysis of the system or subsystem in which the failure occurred;
. $ I 12.4(a)(8): Additional preventive measures taken or planned to minimize the
possibility of recurrence; and
. $112.a@)(9): Such other information as the Regional Administrator may reasonably
require pertinent to the SPCC Plan or discharge.
In accordance with 40 CFR 112.4(c), copies of the incident report will also be forwarded to the
representative/case manager designated by the appropriate local or tribal agency. Should the RA
subsequently propose by certified mail or personal delivery that this SPCC plan be amended, in
accordance with g l12.a@) Williams will:
. Submit arguments and supporting information in response to the proposed amendments
within 30 days; or
o Amend
months,
As required by
Engineer.
this SPCC plan within 30 days and implement the amended plan within six
unless otherwise authorized by the RA.
$112.4(c), technical amendments to the plan will be certified by a Professional
5.3 SPCC Plan Amendment by Owner/Operator: $112.5
In accordance with $l12.5(a), when there is a change in facility design, construction, operation,
or maintenance that materially affects the facility's potential for a discharge, Williams will
amend this SPCC plan within six months of the change and implement the amended plan within
six months of its completion.
In accordance with $l12.5(b), Williams will also review this plan at least once every five years
from the date of the last review. As a result of the review, the plan will be amended within six
months of the review if more efflective prevention and control technology has been field-proven
at the time of the review and will significantly reduce the likelihood of a discharge. fn.
amended plan will be implemented within six months of its completion. The designated person
accountable for oil spill prevention at the facility (the Principal Environmental Specialist, see
Section 6.1) will document completion of each five year review, sign a statement as to whether
the plan will be amended, and record the results in Appendix B.
As required by $l12.5(c), technical amendments to the plan will be certified by a Professional
Engineer. Any such amendments to this SPCC plan shall be noted on the Amendment Log
included in Appendix B of this SPCC plan. Entries into the log will indicate u general
description of the changes that were made to the facility, the corresponding changes that were
made to the SPCC plan, including plan section and page numbers, and the name and signature of
the person making the changes. A new certification page will be signed, sealed and inserted into
this plan to complete the amendment process.
SECTION 6.0 SPCC PLAN GENERAL REQUIREMENTS: 9112.7
This section presents facility-specific details associated with the general requirements for SPCC
plans outlined in $ 112.7 . As previously indicated in Sections I ,2 and 3, this SPCC plan has been
prepared in accordance with good engineering practice, with management approval at a level
with authority to commit the necessary resources for full implementation, and in the sequence of
the rule.
6.1 General Facility Information
Name and type of facility:
The Parachute Office/Operations Yard is a business office and equipment storage facility
owned and operated by Williams Production RMT Company.
Location of facility:
The Parachute Office is located in the southwest quarter of the southwest quarter of
Section I in Township 7 South, Range 96 West in Garfield County, Colorado. See
Figure I for additional site location information. The town of Parachute, Colorado,
which lies approximately I mile southeast of the facility, is the nearest population center.
Owner name and address:
Williams Production RMT Company
l5 15 Arapahoe, Tower 3, Suite 1000
Denver, Colorado 80202
(303) s73-3e00
Designated personnel accountable for spill prevention:
Regional/District Contact Facilit), Contact
Mr. Steve Soychak Mr. Michael Gardner
District Manager Sr. Environmental Specialist
williams Production RMT co. williams production RMT co.
P.O. Box 370 1058 County Road 215
Parachute, colorado 81635 Parachute, colorado 81635
(970) 285-9377 office (970) 263-2714 office
(970)216-0922 mobile (970)640-1855 mobile
Has the facility experienced a reportable oil spill (discharge) event during the past 12
months?
No, the facility has not experienced a reportable oil spill event during the l2 months
preceding the certification date of this SPCC plan.
6.2 General Facility DescriPtion
The Parachute Office/Operations Yard is a business office and equipment storage facility owned
and operated by Williams Production RMT Company. The facility is located in western
Colorado, in Garfield County, on private property. The area surrounding the facility is
considered multiple-use land and area activities include oil and gas exploration and production.
The location of the site is depicted on Figure 1. Details of the facility and oil storage areas at the
facility are shown on Figure 2.
According to U.S. Geological Survey topographic mapping sources (Parachute, Colorado
quadrangl-e), the site lies at an approximate elevations of 5,160 feet above mean sea level, with
shallow-relief in the immediate vicinity of the site. Information from the United States
Department of Agriculture Natural Resources Conservation Service (USDA NRCS) indicates the
soi'ls in the area of tt" Parachute Office are of the Arvada-Torrifluents-Heldt complex, which is
described as follows:
These soils ore deep, well drained to somewhat poorly drained, nearly level to gently
sloping soils on benches, teruaces, alluvialfans, andflood plains.
Arvada soils ore on benches, terraces and fons. They are deep, well droined, and alkoli
affected. The surface layer is loam, the subsurface is strongly alkaline silty clay loam, and
the substratum is silty claY loam.
Torrifluvents are on flood plains and low terraces. They are deep and well drained to
somiwhat well poorly drained. They are sandy loam or loam stratified with sand, gravel,
or cobbles.
Heldt soils are on alluvial fans. They are deep and well drained. The surface and subsoil
are clay loam, and the substratum is clay.
Parachute Creek, a perennial stream, is located approximately 1,000 feet southwest and down
gradient of the Parachute Office. Parachute Creek flows southeast to its confluence with the
bolorado River, approximately I mile southeast of the site. There is also an irrigation drainage
ditch, which flowi-perennially, approximately 500 feet north and up gradient of the site. All
existing drainages in tne vicinity of the facility discharge to Parachute Creek. Drainage within
the site boundaiy is governed by surface topography. Downhill slope direction arrows on Figure
2 indicate the predicted general direction of storm water flow to the south and west.
The facility consists of metering equipment, dehydration, separation, and processing equipment,
above ground storage tanks, and piping systems. Products related to the maintenance and
8
operation of the facility are stored in above ground storage tanks. Natural gas liquids are
otcasionally taken frornthe facility via tank truck. The facility operates 24 hours per day and is
continuousiy manned by operations personnel. An inventory of all storage tanks at the facility is
provided in Section 6.j. Williams has determined that specific liquids stored at the facility are
tonsidered oils for the purpose of this SPCC plan. The facility is considered a non-production
facility and is hence rrU;."t to the specific SPCC requirements of 40 CFR $112.8 for onshore
facilities.
6.3 SPCC Plan Conformance and Deviations: $112.7(a)(1) and (2)
This SPCC plan conforms with and does not deviate from the applicable requirements of CFR 40
51123, as detailed in the subsequent sections of this SPCC plan. The Parachute Office is an
onshore non-production facility and is therefore subject to $l 12.8.
6.4 Facility Layout: $112.7(a)(3)
Oil storage areas at the facility are identified on Figure 2. There are no completely buried or
bunkered tanks at the facility, or buried pipelines related to the handling of oil as defined by
5112.2 of the SPCC regulations, other than lines leading from the separation equipment to
ito.ug" tanks. Aboveground storage containers and oil-filled equipment applicable to this plan
are listed below in Section 6.5
6.5 Oil Storage Capacity: 5112.7(aX3Xi)
A summary of the substance, containers and container capacities applicable to this plan is
provided in ttre following table. Although oil-filled equipment are not considered containers as
defined by $l12.2, the preamble of the SPCC rule (67 FR, 47054-47055) indicates that
applicability Lriteria such as oil storage capacity and potential for a discharge still pertain and the
prevention of discharges from such equipment still falls within the scope of the SPCC rule.
Consequently, the typi of oil and capacity of the oil-filled equipment at the Parachute Office are
included in the summary.
sPCC-Regulated storage containers and oil-containing Equipment
PARACHUTE OFFICE/OPERATIONS YARD
Stored Material Type of
Container/Equipment
Reference ID
(See Figure 2)
Storage
Capacity
(Gallons)
Methanol Above ground storage tank TI 8,400
Diethylene Glycol
(DEG)Above ground storage tank T2 8,400
Ethylene Glycol Above ground storage tank T3 12.600
Triethvlene Glycol Above ground storage tank T4 12.600
Diesel Fuel Above ground storage tank T5 s00
Reconditioned DEG Above ground storage tank T6 4.200
Used DEG Above ground storage tank T7 4.200
Diesel Fuel Above sround storage tank T8 3,500
Diesel Fuel Above ground storage tank T9 r,000
Pa.a"hrte Operations Yard Total Sto.uge Capacity 55,
Parachute Operations Yard Oil Storage Capaci
l0
6.6 Discharge Prevention Measures: $112.7(a)(3)(ii)
The parachute Office relies on a number of measures to aide in the prevention of a discharge.
Descriptions of these measures are provided below.
r Routine maintenance of any oil-containing equipment is performed by trained personnel
at the location of the equipment utilizing soaker pads and the available secondary
containment structures and/or drip pans as warranted.
r Each storage tank or vessel has a system in place that has been designed and installed in
accordance with good engineering practice to prevent discharges. These features may
include: adequate containment volume to avoid overfill during normal operations, and;
high level ."n.o6 and controls to stop liquid flow. All discharge features are inspected at
regular intervals.
6.7 Discharge or Drainage Controls: $112.7(a)(3xiii)
The products stored at the Parachute Office (diesel fuel) are compatible with the materials with
whic-h the storage containers and containment structures at the facility are constructed. The
containment structures at the facility are designed to provide adequate protection against the
discharge of oil. Secondary containment is provided for the atmospheric aboveground storage
tanks. Secondary containment details are provided in Sections 6.14 and 6'19.
Containment capacity calculations and/or specifications are provided in Appendix D. Each
secondary containment system, including the walls and floor of the respective system, is capable
of containing oil and has been constructed so that any discharge from a primary containment
system (such as a tank or pipe) will not permeate, drain, infiltrate, or otherwise escape before
cleanup occurs.
6.8 Countermeasures for Discharge Discovery, Response and Cleanup: $112.7(a)(3)(iv)
As part of routine facility procedures, visual exterior inspections of the oil storage containers and
"qrip..nt are made seveial times per week, at a minimum, for signs of deterioration or leaks'
Deficiencies noted from these examinations are entered on a check sheet and corrected in a
timely manner. Inspection check sheets are kept in a logbook in the facility office. In addition to
the regular checks, the oil storage equipment is inspected every month according to the written
procedures outlined in Section 6.16 of this plan
In the event of a release, the facility has trained personnel and equipment available to contain
and clean up minor volumes of oil. On-site equipment and materials include spill kits, shovels,
and sorbent materials (booms, pads, etc.) that may be used to dike, contain and remove minor
releases.
ll
ln the event of a larger release, specific response procedures have been developed (See
Appendix C). As part-of these procedures, external resources (contractors) have been identified
to assist facility personnel. To ensure the commitment of these external resources, Williams
production RMT Company maintains a service agreement with each selected contractor. A list
of approved contractois is kept at the Williams district office in Parachute, Colorado. At a
minimum, contractors identified to assist in a spill response will have the capabilities to provide
emergency response, industrial power vacuuming, tank and pipeline cleaning, equipment
decontamination, excavation/earthmoving and waste transportation and disposal services.
6.9 Recovered MaterialsDisposal: $112.7(a)(3)(v)
Materials recovered during a spill event will be appropriately containerized or will be remediated
on site in accordan". *ith Colorado Oil and Gas Conservation Commission (COGCC)
stipulations. Soils and other solids will be placed in 55-gallon drums or roll-off containers, or in
other approved containers as warranted. Liquids will be placed in 55-gallon drums or will be
collected in a tank truck using industrial power vacuuming. Recovered materials will be labeled,
charucterized and disposed/iecycled in accordance with applicable federal, state and local
regulations.
6.10 Contact List and Notification Phone Numbers: $112.7(a)(3)(vi)
The contact list for oil spill response activities is provided in Appendix C, as part of the Oil Spill
Response Procedures developed for the Parachute Office.
6.11 Reporting and Notification Procedures: S112.7(aXa)
Reporting and notification requirements are outlined in the Oil Spill Response Procedures
provided in Appendix C.
6.12 Oil Spill Response Procedures: $112.7(a)(5)
Oil Spill Response Procedures for the Parachute Office are provided in Appendix C.
6.13 DischargeAnalysis: S112.7(b)
pursuant to $112.7(b), predictions of the direction, rate of flow, and total quantity of material
that could be dischaiged at the facility, in the event of a breach or failure of the secondary
containment structure{ are summarized in the table below for oil storage containers or oil-filled
equipment.
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6.14 Spill Containment: $112.7(c)
Oil storage containers at the Parachute Office are equipped with secondary containment as noted
in this document. Although oil-filled equipment are not considered containers as defined by
51l1.2,the preamble of the SPCC rule indicates that the requirements of $l12.7(c) still apply'
Spill containment at the facility is described below:
o Secondary containment is typically provided for the diesel fuel above ground storage
tanks in the form of earthen dikes.
o Containment structures are configured to contain the storage capacity of the largest tank
within the containment area, plus at least 2.1 inches of freeboard to accommodate
precipitation associated with a 24-hour 25-year storm event (Source: U.S. Department of
Commerce National Oceanic and Atmospheric Administration Atlas 2, Volume II). The
containment volumes associated with the secondary containment structures are presented
in Appendix D.
6.15 Spill Containment Practicability: $112.7(d)
No discussions related to practicability are warranted because this SPCC plan either does not
deviate from the requirements of $$ 112.7(c),1 12.7(hXl), 112.8(c)(2), 112.8(c)(l l), I 12'9(c)(2),
ll2.l0(c), 112.12(c)(2), and ll2.l4(c), or, where it does deviate, the deviations are not
practicabi I ity-caused i ssues.
6.16 Inspections, Tests and Records: $112.7(e)
Oil storage containers, oil-filled equipment and related containment structures at the Parachute
Office are visually examined several iir.r p., week, at a minimum, for signs of deterioration or
leaks. These inspections are conducted as part of normal facility operations. Deficiencies noted
from these examinations are entered on a check sheet and corrected in a timely manner. The
equipment is also inspected every month according to the written procedure in Appendix E.
Signed and dated records of all inspections and other pertinent information, such as spills,
reiroval and disposal of spill contamlnated materials, replacement or repair of equipment, and
training are maintained for a minimum of 3 years.
14
6.17 Personnel Training and Discharge Prevention Measures: $112.7(f)
Oil-handling personnel operating the facility are required to have training in the operation and
maintenance of equipment to prevent the discharge of oil; discharge procedure protocols;
applicable pollution control laws, rules, and regulations; general facility operations; and the
contents of the facility SpCC plan. They are under the direct supervision of the Principal
Environmental Speciaiirt, *ho is responsible for establishing performance and duty guidelines
and is the designated person u".ountubl. for spill prevention at the facility. Regular safety
meetings are hJld to discuss a variety of safety procedures and other pertinent job responsibility
criteria. A written record of all training is maintained for 3 years.
At a minimum, training is conducted annually and whenever new spill regulations are
promulgated, existing opirating systems are modified, personnel responsibilities change, or the
'SpCC plan is amendid.' In addition, regular safety meetings will be used as a forum to reinforce
undersianding of SPCC procedures u, n.."rrury. An outline of the topics to be covered during
SpCC training is presenGd in Appendix F. Attendance rosters and other training records will be
maintained in the main office at the facility for a period of no less than three years.
6.18 Security:$112.7(9)
The parachute Office is a secure facility and is typically not subject to trespass or vandalism'
The facility is fully fenced with lockable access gates. The facility is in operation and attended
24 hours per day. General security is controlled by operations personnel during regular duties'
Flow valves are generally kept locked or sealed to preclude tampering. The lighting at the
facility is adequate for nighttime operations and appropriate for this type of facility.
When a pipe that has potential for re-use is not in service, or it is in a standby service for an
extended period of time, any associated valves are kept closed and locked and lines are sealed
appropriately and marked as to their tie-in connection.
t5
6.19 Facility Tank Car and Tank Truck Loading/unloading: sl12.7(h)
The loading and unloading areas at the Parachute Office are not currently equipped with
containmeni systems designed and constructed to hold at least the maximum capacity of the
largest anticipated delivery tank truck. This situation will be addressed prior to the compliance
deadlines outlined in Section 5.0
proper loading procedures will be followed and wheel chocks used by tank truck drivers to
prevent vehicies from departing or moving before completed disconnection of flexible or fixed
oil transfer lines. All tani< truck drivers are required to comply with DOT regulations in 49 CFR
part 177 and facility standard operating procedures. All drivers must be authorized and/or
certified by Williams Production RMT Company.
lf available, Williams operations personnel will remain with any delivery truck during filling
operations to monitor the transferi inspect outlets, connections and valves on the delivery tank
truck before and after oil-filling operations; and make adjustments as necessary' The driver or an
operations personnel membir visually inspects all tank trucks before leaving the
loading/unloading areas. The lowermost drain and all outlets of transport vehicles shall be
inspecled and, if necessary, make certain that they are tightened, adjusted, or replaced to prevent
liquid discharge while in transit.
6.20 Brittle Fracture Analysis: S112.7(i)
The Parachute Office has no field-constructed aboveground oil-storage containers that apply to
this plan and therefore this section of the regulation is not applicable.
6.21 Applicable Requirements: $112.7(i)
Sections 6 and 8 of this plan provide detailed discussions of conformance with the applicable
requirements and other effective discharge prevention used at the facility.
l6
SECTION 7.0 REQUIREMENTS FOR ONSHORE (NON-PRODUCTION)
FACILITIES: $112.8
The parachute Office is not an onshore non-production facility. Consequently, the provisions in
$112.8 do not apply.
7.1 Onshore Facility (Excluding Production Facilities) Drainage: $112.8(b)
precipitation that may accumulate in any contained area is normally allowed to evaporate. No
automatic pumps or ijector devices are present in any of the containment areas. If removal of
any water'accumulated in the containment areas is necessary, it will be conducted under the
diiect supervision of responsible personnel as described in this section.
Accumulated precipitation is removed, when necessary, from secondary containment areas using
a vacuum truck, PumP, or other appropriate method. Removed water is disposed of in
accordance with applicable local, state, and federal regulations. Prior to removal of the water
from any containment area, the responsible personnel visually inspect the water in the
containment structure and note the appearance of the water in the facility logs. The name of the
person draining the containment, as well as the date, time, and approximate quantity of water
iemoved will aiso be recorded in the facility logs and kept on file with the SPCC documents for a
period of at least three years. A secondary containment drainage log is included in Appendix E.
The drain systems at the Parachute Office are of the 'enclosed' type. All process effluents are
routed through drain lines to storage tanks. No process effluents, untreated or treated, are
released off-site.
All field drainage systems (such as drainage ditches or road ditches) in the vicinity of the facility
are inspected at regutar intervals for the presence of accumulated oil that may have resulted from
u ,*uil discharge. Any accumulated oil will be removed from these areas promptly upon
discovery.
7.2 Onshore Facility (Excluding Production Facilities) Bulk Storage Containers:
$112.8(c)
The products stored at the Parachute Office are compatible with the materials with which the
storage containers and containment structures at the facility are constructed. Secondary
conta]nment is provided for several of the atmospheric above ground storage tanks. Specific
secondary containment details are presented in Sections 6. l4 and 6.1 9.
Oil storage containers at the Parachute Office are equipped with secondary containment as noted
in this document. Although oil-filled equipment are not considered containers as defined by
17
Sll1.2,the preamble of the SPCC rule indicates that the requirements of $l12.7(c) still apply'
ipill containment at the facility is described in Section 6.14 and Appendix D'
Secondary containment structures at the facility are constructed with native soils or road
construction-grade fill material. The composition of the native soil is considered sufficiently
impervious to contain spilled oil until cleanup operations can commence.
Oil storage containers, oil-filled equipment and related containment structures at the Parachute
Office ari visually examined several times per week, at a minimum, for signs of deterioration or
leaks. These inspections are conducted as part of normal facility operations. Deficiencies noted
from these examinations are entered on a check sheet and corrected in a timely manner. The
equipment is also inspected every month according to the written procedure in Appendix E.
Each storage tank or vessel at the Parachute Office has a system in place that has been designed
and installed in accordance with good engineering practice to prevent discharges. These features
may include adequate container volume io avoid overfill and high-level sensors and controls to
stop liquid flow. All discharge prevention features are inspected at regular intervals.
7.3 Onshore Facility (Excluding Production Facilities) Transfer Operations:
s112.8(d)
All above ground valves and pipelines are routinely inspected for the general condition of flange
joints, valie glands and bodier, Alp pans, pipe supports, and other appurtenances' Integrity or
leak iesting fs also performed uf ftl" time of any installation, modification, construction,
relocation, or replacement of buried piping.
The following procedures and protocols are in place to maintain all flow lines in order to prevent
discharges from flow lines:
o All buried piping at the facility is protected by coating or wrapping' Any buried
equipment wii bJvisually inspected for corrosion whenever exposed through excavation.
purtier inspection and iepaii will be conducted on the affected metal equipment if
problems are identified to minimize the chance for a discharge from facility transfer
equipment.
. When a pipe that has potential for re-use is not in service, or it is in a standby service for
an extended period ofiime, any associated valves are kept closed and locked and lines are
sealed appropriately and marked as to their tie-in connection.
. All pipe supports at the facility are designed to minimize abrasion and corrosion and to
allow for exiansion and contraction. Pipe supports are routinely inspected as part of the
general facility inspections described in this SPCC plan.
l8
SECTION 8.0 REQUIREMENTS FOR ONSHORB OIL PRODUCTION
FACILITIES: $112.9
The Parachute Office is an onshore non-production facility. Consequently, the provisions in
$l12.9 do not apply.
l9
SECTION 9.0 REQUIREMENTS FOR ONSHORE OIL DRILLING AND
WORK OVER FACILITIES: $112.10
The parachute Office is not an onshore oil drilling or work over facility. Consequently, the
provisions in $l12.10 do not apply.
SECTION 1O.O REQUIREMENTS FOR OFFSHORE OIL DRILLING
PRODUCTION AND WORK OVER FACILITIES: $112'11
The parachute Office is not an offshore oil drilling, production or work over facility.
Consequently, the provisions in $112.1I do not apply.
fi.i'IK DEINLS:
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SITE MAP
WILLIAMS PRODUCTION RMT COMPANY
PARACHUTE OFFICE/YARD
GARFIELD COUNTY, COLORADO
PIPE STORAGE
L
Appendix A
Certification of the Applicability of the Substantial Harm Criteria
Certification of the Applicability of the Substantial Harm Criteria
Facility Name: Parachute Office/Operations Yard
Facility Location: The parachute office is located in the southwest quarter of the southwest quarter of
Section 1 Township 7 South, Range 96 West in Carfield County, Colorado' See Figure
I for detailed location information'
1. Does the facility transfer oil over water to or from vessels and does the facility have a total oil storage capacity greater
than or equal to 42,000 gallons?
YES NOX
2. Does the facility have a total oil storage capacity greater than or equal to I million gallons and does the facility lack
secondary containment that is sufficienlly lurg" to contain the capacity ofthe largest aboveground oil storage tank plus
sufficieni freeboard to allow for precipitation within any aboveground storage tank area?
3. Does the facility have a total oil storage capacity greater than or equal to I million gallons and is the facility located at
a distance (as calculated using the apf,ropriate ioimula in Attachment C-lll to this appendix {Appendix C to 40 CFR
ll2) or a comparable formula') such that a discharge from the facility could cause injury to fish and wildlife and
sensitive environments? For further description of fish and wildlife and sensitive environments, see Appendices I, II,
and III to DOC/NOAA"s "Guidance for Facility and Vessel Response Plans: Fish and Wildlife and Sensitive
Environments" and the applicable Area Contingency Plan'
YES NOX
YES NOX
YES NOX
YES NOX
Signature
Name (please type or Print) Date
, If a comparable formula is used, documentation of the reliability and analytical soundness of the comparable formula
must be attached to this form.
2 For the purposes of 40 CFR part ll2,public drinking water intakes are analogous to public water systems as described at
40 CFR 1a3.2(c).
4. Does the facility have a total oil storage capacity greater than or equal to I million gallons and is the facility located at
a distance (as calculated using the app.opriate ioimrla in Attachment C-lll to this appendix {Appendix C to 40 CFR
112| or a comparable formuia,) rrti, ttut a discharge from the facility would shut down a public drinking water
intake2?
5. Does the facility have a total oil storage capacity greater than or equal to I million gallons and has the facility
experienced a reportable oil spill in an amount greater than or equal to 10,000 gallons within the last 5 years?
CERTIFICATION
I certifu under penalty of law that I have personally examined and am familiar with the information submitted in this
document, and that based on my inquiry of those iniividuals responsible for obtaining this information, I believe that the
submitted information is true, accurate, and complete'
Title
Appendix B
Five-Year Review Documentation
Five-Year Review Documentation
In accordance with $l12.5(b), this Spcc plan been reviewed to determine if more effective prevention
and controltechnology is available to significantly reduce the likelihood of a discharge.
pursuant to $112.5(b) and by means of this certification, I attest that I have completed a review and
evaluation of this SPCC plan for Williams, and as a result
will
WillNot
amend the plan. A Professional Engineer has reviewed technical amendments to the plan and certified
the revised document.
Signature, Authorized Facility Representative Date
Name (Printed)
Title
Five-Year Review Documentation
Original Date of Plan: August 2001
In an effort to document the five-year review process, the facility manager or his representative
shall complete the information below:
Review Dates Representative
Or designee
Name and Title
Signature Plan Amended
(Yes or No)
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ApPendix C
Oil Spill Response Procedures
FACILITY NAME:
FACILITY ADDRESS:
REFERENCE:
WRITTEN PROCEDURE,S APPROVED BY:
Signature
Name (please tYPe or Print)
Oil Spill ResPonse Procedures
PARACHUTE OFFICE/OPERATIONS YARD
SECTION 6.12 OF SPCC PLAN
Title
Date
GARFIELD COUNTY. COLORADO.
Oil SPill ResPonse Procedures
1. Response Management Structure
The Spill Coordinator and Alternate Spill Coordinator(s) are responsible for implementing response
procedures in the event of an oil spill or discharge emergency. These personnel have the authority to
commit the resources necessary to carry out a response. However, all operating personnel at the
parachute office/operations yard receive training io familiarize themselves with all aspects of the
SpCC plan, facility operations, the location and ch-aracteristics of materials handled atthe facility, and
the location of all records within the facility; and are responsible for proper implementation of
response procedures should the Spill Coordinator or Alternate Spill Coordinator(s) be unavailable'
2. Initial ResPonse
Releases at the parachute office/operations Yard will be discovered through observations made during
the course of normal work activities, inspections of work areas and equipment, monitoring devices, or
by chance. Discovering a release ls t'he first step in initiating a response. Upon discovery, the
individual discovering a release should immediately upon discovery:
l. Assess the basic situation.
2. Stop the source of the release if safely possible using available resources (including spill kits)'
3. Restrict ignition sources if the material is flammable'
4. Secure the area as off limits.
5. In the event that the incident poses an immediate threat of fire, explosion, or other impact to
safety, health, or the environment, contact the local fire department at 911. DO NOT HANG
UP after completing the report, let the dispatcher hang up first.
6. Report the release to the Spill Coordinator or an Alternate Spill Coordinator (see attached Oil
Spill Incident Notification Phone Numbers)'
7. The Spill Coordinator (or alternate) will determine whether the spill incident warrants
evacuation of the facility. lf so, the pio"edr.e, outlined in the facility Emergency Action Plan
willbe followed.
g. The Spill Coordinator (or alternate) will determine whether the spill incident constitutes a
discharge as defined in gll2.l(b) of the SPCC regulations (see Section 3, below) and will
notify appropriate federal, state, and local agencies of the spill/release incident if warranted'
g. If the spill involves a minor volume of oil, it can be cleaned up by facility personnel provided
that 1) they are OSHA trained and have received their current refresher training; 2) appropr.iate
material safety data sheets (MSDS sheets) are available for the material spilled; and 3)
appropriate personal protective equipment (PPE) is available.
l0.If the spill involves a significant volume of oil, or any of the three criteria listed in (9) above
are not met, it should be cleaned up by a properly certified outside contractor (see attached Oil
Spill Incident Notification Phone Numbers)'
3. Oil Spitl EmergencY RePorting
constitutes a discharge $l l2.l(b) of the SPCC regulations, it will beIf the release
considered an Oil Spill Emergency.th
as defined in
of
Un ori the into
This is apparent if a release impacts
een,ordiscolorationofthewatersurface,oruponwateror
adjoining shorllinei, ot. "uur"J a sludge or emulsion to be deposited beneath .th" t11?:^". :l-:l:: ---^.:^.,^.,^ tt,r+h;l;ilffi ;;;;ii;;;. Impacts to groundwater also apply if the groundwater is contiguous with
nuriguui. waters of the united States (i.e., groundwater diiitlurg.t to/contributes to the total volume of
u rrifu." water body that is itself contiguoui with navigable waters of the United States)'
In summary, if a release directly affects surface water or groundwatet at-the facility, it must be
considered an oil Spill Emergency. Federal and local authoriiies to be notified in the event of an Oil
Spill Emergency are outlined below.
State of Colorado
In Colorado, condensate and E&p wastes are to be reported within 24 hours if the spill has entered
waters of the state (any surface or groundwater) or entered navigable waters (any surface water). in
sufficient quantities to iause a sheen on the water or stain on the shore. Spills less than 5 barrels which
can be immediately contained and cleaned up do not need to be reported. Spills greater than 20 barrels
must be reported with 24 hours.
All spills and releases of exploration and production waste or produced fluid exceeding five barrels,
including those contained within unlined berms, shall be reported in writing on the Colorado oil and
Gas Conservation commission (coGCC) Spill/Release Report Form l9 within l0 days of discovery
of the spill. In addition, spills or releases ihat exceed twenty barrels of exploration and production
waste oi produced nula snatt be verbally reported to the coGCC within 24 hours of discovery. Spills
or releases of any size that impact or thieaten to impact any waters of the state, residence or occupied
structure, livestock or public byway, shall be verbaily reported to the COGCC as soon as practicable
after discovery. See cbccc tiule 906 for more information. If the spillmay reach waters of the State
(which includl surface water, ground water and dry gullies or storm sewers leading to surface water), it
must also be reported immedialtely to the Colorado Department of Public Health and Environment'
Refined petroleum releases must be reported if they have entered navigable waters or if the quantity
release exceeds 25 gallons.
Spills of hazardous materials must be reported if they impact navigable waters or their volume exceeds
the reportable quantities in Table El.
In general, verbal or telephone reports are to be made within 24 hours' The District Manager or
Environmental Manager will notify regulatory agencies as appropriate. As a practical matter' an
evaluation of the specifics of each spill and a dltermination of reporting requirements will be made' If
there is any question about reporting requirements, williams will over-report rather than under-report'
Written, follow up reports are to be sent within 10 days to:
- Colorado Oil and Gas Conservation Commission
1120 Lincoln # 801
Denver, Colorado 80203
(Use COGCC SPill/Release Form)
- Bureau of Land Management - File an "Undesirable Event Form" with:
Glenwood Springs Resource Area Office
50629 HighwaYs 6 and24
P.O. Box 1009
Glenwood SPrings, CO 81602
If the Local Emergency Planning Commission (LEPC) was notified of the spill (in the event of a
hazardous substance release) a report should also be sent to:
Dale Hancock
Garfield CountY LEPC
109 8th Street, Suite 300
Glenwood SPrings, Colorado 81601
United States Environmental Protection Agency (EPA)
An oil spill is reportable to the EPA if any of the following criteria are met:
A) fs the ,pilt to navigable waters or adjoining shorelines?
B) Could Water Quality Standards be violated?
Ci Could the spill cause a film, "sheen", or discoloration?
D) Could the spill cause a sludge or emulsion?
E) Do any of the reporting exemptions apply?
Exemptions include l) properly fun"tioning vessel engines not deemed harmful, 2) Research
and Development Releases (approved on u "ur" by case basis), 3) NPDES Permitted Releases,
and 4) Discharges permitted'Under the International Convention for the Prevention of Pollution
from ShiPs (MARPOL)
If the answer to any question A through D above is "yes" and none of the exemptions apply then the
release is reportable to the EPA.
To report an oil spill or hazardous substance release, call
r the National Response Center: (800) 424-8802
For information on EpA,s oil Spill program, call the oil Spill Program Information Line at (800) 424-
9346.
e Region.S EPA (CO, MT, ND, SD, UT, WY)
999 18th Sffeet, Suite 500
Denver, Colorado 80202-2466
Telephone: (303) 312-6312
Fax: (303) 312-6339
Toll Free: (800) 227 -8917
http //www.epa. gov./region08/
email: rSeisc@ePa.gov
4. Follow-uPActivities
After the initial response, reporting, and notification associated with a spill incident, the Spill
Coordinator (or alternate) will pt.pu.. a written report which includes following:
1. Time and date of the incident;
2. Source and exact location of the spill;
3. Material involved;
4. Cause of the incident;
5. Estimated sPill volume;
6. Names of anY waterwaYs involved;
7. Description of all media impacted by the spill;
8. Description of damages or injuries caused by the spill;
g. Actions taken to stop, remove, and mitigate the effects of the material spilled
l0.Names of individuals and organizations contacted (time, day, who received call, who called
from Williams, and pertinent notes)'
I l. Who reported to the scene from Federal, State, and Local agencies (time, day, etc)'
In addition, whenever more than 1,0O0-gallons of oil are discharged in a single incident or more than
42-gallons of oil have been discharged in'each of two incidents ou., u 12-month period, willliams will
submit a report to the United States Environmental Protection Agency (usEPA) Regional
Administratoi GA) as outlined in Section 5.2 of the SPCC Plan.
5. Sustained Actions
Where prolonged mitigation and recovery actions are required in response to a spill or release, the Spill
Coordinator (or alterna"te) will manage the activities with any or all of the following, as warranted:
l. An outside contractor'
2. An environmental/engineering consultant'
3. Any outside vendor responsible for the incident'
4. Thi appropriate local, state, and federal agencies'
Most release incidents at the Parachute Office/Operations Yard are expected to be handled without
implementing sustained actions.
Oil Spill ResPonse Procedures
Notification Phone Numbers
EPA 24-Hour Spill Notification Number
Department of Transporlation National Response Center
- - - -
Coiorado Department of Public Health & Environment (CDPHE)
CDPHE 24-Hout SPill Hotline
Colorado Oil& Gas Conservation Commission (COGCC)
COGCC 24-Hour Hotline
Colorado Division of Labor, Oil Inspection Section
Colorado PUC Safety and Enforcement Section
Colorado State Patrol Hazmat Service
Hospitals (St. Mary's Hospital- Grand Junction)
(Clagett Memorial - Rifle)
*Garfield County Sheriff
*Rifle Fire Protection District
Parachute Fire DePartment
u.s. oept. of Inteiior, Bureau of Land Management, white River District office
Williams Production RMT Company Corporate Office
williams Production RMT Company Parachute Field office
Steven Soychak, District Manager
Brad Moss, Production & Pipeline Superintendent
Dave Cesark, Principal Environmental Specialist
Rob Bleil, Senior Regulatory Specialist
Michael Gardner, Senior Environmental Specialist
* : this is a non-emergency number. Emergency calls should dial 9l l '
Office:
Mobile:
Office:
Mobile:
Office:
Mobile:
Office:
Mobile:
Office:
Mobile:
303.293.1788
800.424.8802
303.692.3033
877.518.5608
303.894.2100
303.860.143s
303.620.4300
800.888.0170
970.242.7283
970.244.2273
970.625.1510
970.625.1899
970.625.1220
970.28s.7630
970.244.3000
303.573.3900
970.28s.9377
970.285.9377
970.2r6.0922
970.285.9377
970.250.3683
970.285.9377
970.216.91 8l
970.263.2704
970.210.2050
970.263.27 t4
970.640.1855
Spill/Release Information Form
Parachute Offi ce/OPerations Yard
I
Exact name, address, and location of the facility:Date and time of the discharge:
the sPill, the resPo
Source of tne discharge:
ilpeor aescription of material discharged:
at have been contacted:
or sPill' actions
taken and eiplanations:
ischarge' including
APPendix D
Secondary Containment Information
I
Storage Tank and Secondary Containment Information
Volume (gallons)
diethylene Glycol (DEG)
Antifreeze + triethYlene
APPendix E
Inspection Procedures and Records
Signature
Name (please tYPe or Print)
Inspection Procedures and Records
FACILITY NAME:
FACILITY ADDRESS:
REFERENCE:SECTION 6.I6 OF SPCC PLAN
WRITTEN PROCEDURE,S APPROVED BY:
Title
Date
GARFIELD COUNTY. COLORADO.
lnspection Procedures and Records
1. Responsibilities
These procedures establish the requirements for periodic inspections and tests for the oil storage
vessels and oil-filled equipment listed at the Parachute office/operations Yard, to minimize the risk of
a spill incident. tne rrincipal Environmental Specialist is responsible for 1!r9 implementation of these
fro..du..r. Specifically, the Principal Environmental Specialist is responsible for:
. Conducting the insPections;
. producing documentation for deficiencies found during the inspections; and
, Making certain that remediation or repair work is properly prioritized and completed in a
timely manner.
The principal Environmental Specialist may designate another personnel member to complete the
inspections. Designated personnel will have the authority to commit the resources necessary to carry
out a response, if warranted. operating personnel at.the^Parachute office/operations Yard receive
training to familiarize themselvei with ill'aspects of the llcc Plan, facility operations, the location
and characteristics of materials handled at the facility, and the location of pertinent records within the
facility.
2. Procedures
The Principal Environmental Specialist (or designee) will conduct a monthly visual deficigry1
inspection of the oil storage vessels and oit-fitled-equipment identified in section 6'5 of the SPCC
plan. The inspections will be documented using thL attached inspection forms. The monthly
inspection includes a visual examination of exterioi surfaces for leaks and other deficiencies of the
vessel, supports, connected piping and valves and secondary containment' lt also includes visual
inspection and monitoring of any Ieak detection system or other monitoring or warning systems (e'g',
level indication/alarm or interstitial space monitoring). If any inspection reveals a leak or equipment
deficiency outside of normal op"ruiing conditions, .orr..iiu" action must be taken promptly to
eliminate the leak or deficiency. Defifiencies noted during the inspection are recorded as a work
order. The inspector will complete the following:
l. Visually inspect exterior surfaces of storage vessels and oil-filled equipment, along with
associated p,p"r, valves and other appurtenances and identify any leaks, cracks, area of wear,
external wall'thinning, swelling, excessive corrosion or mechanical deficiency'
2. Visually inspect vessel/equipment supports and containment structures for excessive
settlement, uppur.n, structural *eakness, cracks or other deficiency that would allow the
secondarY containment to leak.
3. Inspect and monitor existing leak detection systems (for example, observation ports on double-
bottom tanks), cathodic protection equipment and other warning systems such as alarms and
level gauges.
If, during the monthly inspection, the inspector observes a spill of oil from any of the equipment the
inspector shall immeoiu,.iy initiate the oil spill response procedures outlined in Appendix c of this
SPCC Plan.
cl
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APPendix F
Training Procedures and Records
Training Procedures and Records
Spill Prevention Training Outline
FACILITY NAME:
FACILITY ADDRESS:
REFERENCE:SECTION 6.I7 OF SPCC PLAN
WRITTEN PROCEDURES APPROVED BY:
Signature
Name (Please tYPe or Print)
Title
Date
I
2.
J.
4.
5.
6.
Training Procedures and Records
Topics to be Covered in SPCC Training
1. Introduction/Training Roster
Facility Layout
General FacilitY OPerations
Location of Oil Storage Areas
a. Above Ground Storage Tanks
b. Compressors/Separators/Scrubbers
c. Lubricating Oil Containers
Facility SPCC Plan
a. PhYsical Location of Plan
b. Iniroduce/Review Contents of SPCC Plan
i. General SPCC Requirements ($112'7)
ii. Specific Requirements for Onsirore Non-Production Facilities ($112'8)
Operation of Oil-Filled Equipment and Containment Equipment
a. Above Ground Storage Tanks
i. Fill Procedures
b. Compressors/Separators/Scrubbers
i. Maintenance Procedures
c. Lubricating Oil Containers
i. Handling Procedures
7. Oil Spill/Discharge Response Procedures
a. APPendix C of SPCC Plan
g. Known oil Spill/Discharge Incidents at Facility in Past l2 Months
g. Applicable Rules and Regulations
a. Federal Regulations
i. 40 CFR 110: Discharge of Oil
ii. 40 CFR 112: Oil Pollution Prevention
b. State Regulations (CDPHE)
c. Local (Garfield CountY LEPC)
Training Procedures and Records
Oil Discharge Pr&ention Briefings (Training) Roster
SIGNATURE
Appentlix G
SPCC Regulations (40 CFR 110 and 40 CFR 112)
Environmenlol Prolection AgencY
(1) The identification and inventory
of'appticaUt" equipment, materials and
i"pit'i". which are available locally
and resionallY.(2) An estimate of the equipment'
malerials and supplies which would be
."."1..a to remove the maximum oil
discharge to be anticiPated'..-7ii bE""r"pment of agreements and
".iu.rn.*".fs in advance of an oil dis-
fnu.nE for the acquisition of equip-
il.ntL -aterials and supplies to be used
in resoondinq to such a discharge'-"td)-Fiovlsions for well defined and
splcific actions to be taken after dis-
.L.r".y and notification of an oil dis-
charse including:
(i)-specificatlon of an oil discharge
resoon;e operating team consisting of
t.a'ined, piepared and available oper-
atins Dersonnel.- -iij"p."a"tignation of a properly
oualified oil discharge response coordi-
nator who is charged with the responsl-
bilitv and delegated commensurate au-
ttrority for dir-ecLing and coordinating
.."porit" operations and who knows
i,l*i t" ."q.i"st assistance from Federal
authoritiei operating under existing
national and regional contingency
olans.'igj-e preplanned location for an oil
discharge iesponse operations celter
and a r-eliabls communications system
io. ai.".ti.tg the coordinated overall
resDonse operations.'-[6-Fi""Li"ns for varying degrees of
..ipor"" effort depending on the sever-
itv of the oil discharge-(5) Specification of the order of pri-
oritv in which the various water uses
,t" io be Protected where more than
one water use may be adverselY af-
iected as a result of an oil discharge
and where response operations may not
he adequate to Protect all uses'
(e) Specific ind well defined proce-
dures tb facilitate recovery of damages
and enforcement measures as provided
io. Uy St"t" and local statutes and or-
dinances.
$ 109.6 Coordination'
For the purposes of coordination' the
.o.tli.tg.tiy plans of State and local
g"".."-*."it should be developed and
imolemented in consultation with pri-
,.i" itt.."tts. A coPY of anY oil re-
moval contingency plan developed by
s I l0.l
State and local governments should be
forwarded to the Council on Environ-
mental Quality upon request to facili-
l"i" tn"'."ordina1ion of these contin-
""".u ofu"t with the National Oil and
frlro"a'out Materials Pollution Contin-
gency Plan.
PART I IO-DISCHARGE OF OIL
Sec.
Definitions.
ApplicabilitY.
Discharge of oil
nay be harmful"''may De nar-rltlur
3l I (b) (4) of the Act.
1 10.1
110.2
I10.3 in such quantities as
pursuant to section
I
110.4 DisPersants.
iio.i bi.tnutges of oil not determined "as---
-uV be h"armful" pursuant to section
3l I (b) (3) of the Act'
I10.6 Notice.
AurHoRrrY: 33 u.s.c. 1321(b)(3) u"d (b)-11
";;"i&li;t, E.o. 11735, 38 FR 21243' 3 cFR
Parts 1971-1975 ComP., P.793
souRCE: 52 FR 10719, Apr' 2' 1987' unless
otheruise noted.
$ 110.f Definitions'
Terms not defined in this section
f,u"" tt" same meaning given. 9V !1"
Section 3ll of the Act As used in tnrs
"uit- tn" following terms shall have
ihe meaning indicated below:- A.r -...r! the Federal Water Pollu-
tion Control Act' as amended' 33 U'S'C'
tiit "t seg., also known as the Clean
Water Act;
Administrator means the Adminis-
traior of the Environmental Protection
Agency (EPA);-'Appiicable water quatity stan(ard,s-
-.u.r" State water quality standards
adoote<l bv the State pursuant to sec-
tio; 303 oi the Act or promulgated tly
EPA pursuant to that section;
MARPOL 73/78 means the Inter-
.,atio.,al Convention for the Prevention
oi FLtt"tio" from Ships, 19?3' as rno.di-
ii.a U, the Protocol of 1978 relating
l'h;"t;, Annex I. which regulates pol-
ir.rtlot, f.o* oil and which entered into
force on October 2, 1983;
Navigable warers means the waters of
tn" Uriitea States, including the terri-
torial seas. The term includes:--ia) All waters that are currently
r.rrIi, *"t" used in the Past' or maY^be
susceptible to use. in interstate or tor-
eign commerce, including all waters
t7
s r r0.2
that are
the tide;
(b) Interstate waters'including inter-
subject to the ebb and flow of
40 CFR Ch. I (7-l-05 Edition)
tion sufficient to support, and that
,.,d"a aroa*ul circumstances do suP-
o"ia. u prevalence of vegetation typi-
callv adapted for life in saturateo sorr
.""d1tl""". Wetlands generally include
olava lakes. swamPS' marshes' bogs
InJ similar areas such as sloughs' prai-
rie Dotholes, wet meadows' Prairie
.i"".'o"..n.ws' mudflats, and natural
ponds.
152 FR 10719. Apr. 2. 1987, as amended at 58
FR;;ffii,. trs 25. lee3: 6l FR 7421' Feb 28'
r9961
{i 1r0.2 APPlicabilitY.
The resulations of this part apply to
the discfr'arge of oil prohibited by sec-
tion 3ll(b)(3) of the Act'
[61 FR 7421, Feb. 28' 19961
$ r 1o-3 Discharge of oil in such quan'
" -^iiii."
"ia-r} b. harmful".pursuant
i" il.ti"tt 31i(b)(4) of the Act'
For ourposes of section 3ll(b)(4) of
the Act, discharges of oil in such quan-
iiti."-tit"t the -Administrator has de-
ili-i""a may be harmful to the public^
;;;iih ;. *"ifu." or the environment of
i'fr" U"rt"a States include discharges of
oil that:--i.I Viotrt" applicable water quality
standards; or"-iti c."1" a film or sheen upon or dis-
coioration of the surface of the water
or adioining shorelines or cause a
ti"an"'or eriulsion to be deposited be-
.eaifr the surface of the water or upon
adioining shorelines'
[61 FR 7421, Feb. 28, 19961
$110.4 DisPersants.
Addition of dispersants or emulsifiers
to oil to be discharged that would cir-
cumvent the provisions of this part is
prohibited.
152 FR 10719, Apr. 2, 1987' Redesignated at 6l
Fn zlzt. Feb. 28. 19961
ti 110.5 Discharges of oil not deter'
" - -
-ir.a "as riay be harmful" qulsu'
"rit" S".ti"n Af f G)(A) of the Act'
Notwithstanding any other Provi-
sions of this part, the Administrator
f,l" ."t determined the following. d^is-
.nu.n"t of oil "as may be harmful" for
otl.o5"., of section 3l I (b) of the Act:
' (a) Discharges of oil from a properly
functioning vissel engine (including an
l8
state wetlands;
(c) All other waters such as intra-
stale lakes, rivers, streams (including
intermittent streams), mudflats'
sandnats, and wetlands' the use' deg-
;;J;ii;;, ". destruction of which would
"if".i ". could affect interstate or for-
"ig., .o..r-".ce including any such wa-
ters:
(1) That are or could be used !Y inter-
sta[e or foreign travelers for rec-
reational or other Purposes;
(2) From which fish or shellfish are or
could be taken and sold in interstate or
foreisn commerce;'-ig)Tk,"t are used or could be used for
inJustrial purposes by industries in
interstate commerce;-- iJl Att impoundments of waters oth-
".*i"" defined as navigable waters
under this sectioni--i.i f.iU"turies of waters identified in
,aias.aphs (a) through (d) of this sec-
[i"",1"ir"ai"g adjacent wetlands: and--ifl W"ttutas-adlacent to waters iden-
tiii"a i" p..ug.u"pht (a) through (e) of
this section, Provided, That waste
i.""t-""t systems (other than cooling
ponds meeti-ng the criteria of this para-
E."pnl u." n"ot waters of the United
States;
Naviqable waters do not include prior
.o.,"8.t"0 cropland. Notwithstanding
the determination of an area's status
as prior converted croplald by any
other federal agency, for the purposes
oi tf," Ct".tt WZter Act, the final au-
thority regarding Clean Water Act ju-
risdic{ion iemains with EPA'
NPDES means National Pollutant
Discharge Elimination SYStem;
Sheen-means an iridescent appear-
ance on the surface ofwateri
Sludge rneans an aggregate. of.oil or
oil ani'other matter of any kind in any
form other than dredged spoil having a
combined specific gravity equivalent to
or greater than water:
rtnited Srafes means the States' the
District of Columbia' the Common-
wealth of Puerto Rico, Guam' Amer-
i.u., S.*ou, the Virgin Islands' and the
iiust Territory of the Pacific Islands;
Wetlands means those areas that are
inundated or saturated by surface or'
g.ound water at a frequency or dura-
Environmenlol Proteclion AgencY
ensine on a public vessel) and any dis-
.tZ.*"t of such oil accumulated in the
titr"1 of a vessel discharged in compli-
anc"e with MARPOL 73/78' Annex I' as
provided in 33 CFR part 151' subpart A:
(b) Other discharges of oil permitted
under MARPOL 73178' Annex I' as Pro-
"ia"a i" 33 CFR part 151' subpart A; and
(c) Any discharge of oil explicitly
oeimitte"d bv the Administrator in con-
.rection wiih research, demonstration
projects, or studies relating to the pre-
i..,-tio.t, control, or abatement of oil
pollution.
[6] FR 7421, Feb. 28, 19961
$ 110.6 Notice.
Any person in charge of a vessel or of
..t oirho." or offshore facitity shall' as
,oo., ." he or she has knowledge of anY
di".n..g" of oil from such vessel or fa-
.iiltv i. "i"fation of section 311(b)(3) of
the -Act, immediately notify the Na-
iio.ral R.sponse Center (NRC) (800-42-4-
AAOZ, i.t the Washington, DC metropoli-
tan area, 202-,426-2675)' If direct report-
ina to the NRC is not practicable' re-
..r?t, ..,rv be made to the Coast Guard
L. EpA piedesignated On-Scene Coordi-
nator (OSC) for the geographic area
*fr"." ifr" discharge occurs' All such
reports shall be promptly relayed -to
th; NRC. If it is not possible to notify
the NRC or the predesignated OCS im-
mediately, reports may be made irnme-
diately lo the nearest Coast Guard
unit, provided that the Person i:
.nuig"'"f the vessel or onshore or off-
shorJ facility notifies the NRC as soon
as possible' "The reports shall be made
in accordance with such procedures as
the Secretary of Transportation- may
prescribe. Thl procedures for such no-
[i.. u." set foith in U'S Coast Guard
iegulations, 33 CFR part 153' subpart B
..,"d i., the National Oil and Hazardous
Substances Pollution Contingency
Plan, 40 CFR Part 300, subPart E'
(Aooroved bv the Office of Managemeltt and
ira'e"t ""a". control number 2050-00{6)
t52 FR 10?19, Apr. 2, lg87 Redesignated an-d
amended at 6l FR 7421, Feb 28' 1996; 6l FR
14032, Mar. 29' 19961
Pt. I 12
PART I I2-OIL POLLUIION
PREVENIION
Sec.
Subpqrl A-Applicobility, Definitions' ond----Generol Rl'quirements For All Focililies
ond All TYPes o, Oils
ll2.l General aPPlicabilitY
112.2 Definitions.
112.3 Requirement to prepare-and imple
ment a Spill Prevention' Control' and
Countermeasure Plan'
112.4 Amendment of Spill Prevention' Con-
trol, and Countermeasure Plan by Re-
gional Administrator'
112.5 Amendment of Spill Prevention' Con-
trol, and Countermeasure Plan by owners
or oPerators.
I l2.6 lReservedl
ll2.? General requirements for Spill Preven-
tion. Control, and Countermeasure
Plans.
Suboorl B-Requilements for Petroleum:-bii;
ond N6n-Petroleum oils, Excepl
Animol Fots ond Oils ond G'eoses'
ona fisft ond Morine Mommol Oils;
onO VegetoOle Oils (lncluding . Oils
trom Seeis, Nuts, Fruits, ond Kernels)
112.8 Spill Prevention' Control and Coun-'---i..-"urrt" Plan requirements for o^n
shore facilities (excluding production ta'
cilities).
112.9 Spill Prevention, Control' and Coun-
- - - 1".-"aar." Plan requirements for on-
shore oil Production facilities'
112.10 Spill Frevention, Control' and Coun-"'- i".-Lrt".. Plan requirements- for- on-
shore oil drilling and workover lacilltles'
ll2.ll Spill Prevention, Control' and Coun---- i".*Lu.r." PIan requirements for off-
shore oil drilling' Production' or
workover facilities
Suboorl C-Requiremenls for Animol Fols---!na bits ono Greoses, ond Fish ond
ttoiin. Mommol Oils; ond for vege-
ioof. Oirs, lncluding Oils from Seeds'
Nuts, Fruils ond Kernels
ll2.l2 Spill Prevention, Control' and- Coun-
- --'i".-Lutrt" Plan requirements for o^n-
ihore facilities (excluding production la-
cilities).
112.13 Spill Prevention, Control' and Coun----
tl.*Lutr." Plan requirements for on-
shore oil Production facilities'
112.14 Spill Frevention, Control' and- Coun-'-- il.-Lrtr." Plan requirements- for- on-
shore oil drilling and workover tacilrtles'
19
Envilonmenlol Proteclion AgencY
engine on a public vessel) and any dis-
chirges of such oil accumulated in the
bilgei of a vessel discharged in compli-
ance with MARPOL 73178, Annex I, as
provided in 33 CFR part 151, subpart A;
(b) Other discharges of oil permitted
under MARPOL 73178' Annex I, as Pro-
vided in 33 CFR part 151, subpart A; and
(c) Any discharge of oil explicitly
permitted by the Administrator in con-
nection with research' demonstration
projects, or studies relating to the pre-
,r".riio.r, control, or abatement of oil
pollution.
t6l FR 7421, Feb. 28, 19961
$ 110.6 Notice.
Any person in charge of a vessel or of
.n oisilor. or offshore facility shall, as
soon as he or she has knowledge of any
discharge of oil from such vessel or fa-
cility ii violation of section 3ll(b)(3) of
the Act, immediatelY notifY the Na-
tional Response Center (NRC) (800-424-
88021 in the Washington, DC metropoli-
tan area, 202-426-2675). If direct report-
ing to the NRC is not practicable, re-
poitt -.y be made to the Coast Guard
Lr EPA predesignated On-Scene Coordi-
nator (OSC) for the geographic area
where the discharge occurs All such
reports shall be promptly-relayed .toth; NRC. If it is not possible to notify
the NRC or the predesignated OCS im-
mediately, reports may be made imme-
diately io the nearest Coast Guard
unit, provided that the Person il
charge of the vessel or onshore or off-
shore facility notifies the NRC as soon
as possible. The reports shall be made
in iccordance with such procedures as
the Secretary of Transportation may
prescribe. The procedures for such no-
ii.. ,." set forth in U.S. Coast Guard
regulations, 33 CFR part 153' subpart B
a.,d i., the National Oil and Hazardous
Substances Pollution Contingency
Plan, 40 CFR Part 300' subPart E'
(Approved by the Office of Management and
euaget under control number 2050-0046)
[52 FR 10719, Apr. 2, 1987. Redesignated and
amended at 61 FR 7421, Feb. 28, 1996; 6l FR
14032, Mar. 29, 19961
Pl. I 12
PARI I I2-OIL POIIUTION
PREVENTION
Sec.
Subporl A-Applicobility, Definilions, ond
Generol R'equiremenls For All Fociliiies
ond All IYPes of Oils
ll2.l General aPPlicabilitY.
I12.2 Definitions.
I12.3 Requirement to prepare -
and imple-
ment a Spill Prevention. Control' and
Countermeasure Plan.
112.4 Amendment of Spill Prevention, Con-
trol, and Countermeasure Plan by Re-
gional Administrator.
ll2.i Amendment of Spill Prevention, Con-
trol. and Countermeasure Plan by owners
or oPerators.
112.6 lReserved]
112.7 General requirements for Spill Preven-
tion. Control, and Countermeasure
Plans.
Subporl B-Requirements for Pelloleum
Oils ond Non-Pelroleum Oils, Except
Animol Fols ond Oils ond Greoses'
qnd Fish ond Mofine Mommol Oils;
ond Vegeloble Oils (lncluding Oils
fiom Seeds, Nuts' Fruils, ond Kelnels)
112.8 Spilt Prevention, Control, and Coun-
terrneasure Plan requirements for on-
shore lacilities (excluding production la-
c il ities).
112.9 Spill Prevention, Control' and Coun-
terrneasure Plan requirements for on-
shore oil Production facilities'
112.10 Spill Prevention, Control, and Coun-
termlasure Plan requirements lor on-
shore oil drilling and workover facilities'
112.t1 Spill Prevention, Control' and Coun-
termlasure Plan requirements for off-
shore oil drilling, Production' or
workover facilities.
Subporl C-Requiremenls lor Animol Fots
ond Oils ond Gleoses, ond Fish ond
Morine Mommol Oils; ond for Vege-
loble Oils, lncluding Oils from Seeds'
Nuts, Fruils ond Kernels
ll2.l2 Spill Prevention' Control, and Coun-
termeasure Plan requirements for on-
shore facilities (excluding production fa-
ci I i ties).
112.13 Spill Prevention, Control' and Coun-
termbasure Plan requirements for on-
shore oil Production facilities'
ll2.l4 Spitl Prevention, Control, and Coun-
termbasure Plan requirements for on-
shore oil drilling and workover facilities'
19
s r I2.l
112.15 Spill Prevention, Control' and Coun---- 1L.-L..r.. Plan requirements for off-
shore oil drilling, Production' or
workover facilities'
Subport D-Response Requirements
112.20 FacilitY resPonse Plans'
iii.zt facititv response training and drills/
exercises.
APPENDIX A TO PART IIz-MEMORANDUM OF
UNDERSTANDINC BETWEEN THE SECRETARY
OF TRANSPORTATION AND THE ADMINIS-
TRATOR OF THE ENVIRONMENTAL PROTEC-
TION AGENCY
APPENDIX B TO PART IIz-MEMORANDUM OF
UNDERSTANDINC AMONC THE SECRETARY
OF THE INTERIOR, SECRETARY OF TRANS-
PORTATION, AND ADMINISTRATOR OF THE
ENVIRONMENTAL PROTECTION AGENCY
APPENDIX C TO PART IIz-SUBSTANTIAL HARM
CRITERIA
APPENDIX D TO PART 11z-DETERMINATION OF..
A WORST CASE DISCHARCE PLANNING VOL-
UME
APPENDIX E TO PART II2-DETERMINATION
AND EVALUATION OF REQU1RED RESPONSE
RESOURCES FOR FACILITY RESPONSE
PLANS
APPENDIX F TO PART IIz-FACILITY SPECIFIC
RESPONSE PLAN
AUTHoRITY: 33 U.S.C. 1251 et seq
"
33 U'Slgl
272ti E.O. 12777 (October 18, 1991)' 3 CFR' l9gl
Comp., P. 351.
souRcE: 38 FR 34165, Dec 11, 1973' unless
otherwise noted.
EDIToRIAL NorE: Nomenclature changes to
puii trz appear at 65 FR 40798, June 30' 2000'
Subporl A-Applicobitity,- Defini----iions. ond 'Generol Require-
menis for All Focililies ond All
IyPes of Oils
souRcE: 67 FR 47140, July 17, 2002' unless
otheruise noted.
$112.1 General aPPlicabilitY'
(a)(l) This part establishes proce-
dures, methodi, equipment' and other
requirements to prevent the discharge
of 'oil from non-iransportation-related
onshore and offshore facilities into or
,rooa the navigable waters of the
U"it"a States oi adjoining shorelines'
or into or upon the waters of the con-
tiguous ro.r", ot in connection with ac-
iiiiti"" under the Outer Continental
Shelf Lands Act or the Deepwater Port
A;a "i 1974, or that may affect natural
resources belonging to, appertaining
40 CFR Ch' I (7-l-05 Edition)
to, or under the exclusive management
""tfr".it, of the United Srates (includ-
ins .er6.l..es under the Magnuson
Filhery Conservation and Management
Act).'-iii ptt used in this part, words in the
sir,-e.rtar atso include the plural and
*"ias i" the masculine gender also in-
clude the feminine and vice versa' as
the case maY require' 'Oi e*..pi as provided in paragraph
(dj of this'section, this p-art applies to
anv owner or operator of a non-trans-
poitation-related onshore or offshore
tacility engaged in drilling' prod-ucing'
qather"ing, "st6ri ng, processing' refi ning'
f.at sfer.'ing, distributing, using'- or
.otltu-i"glil and oil products' which
due to its-location, could reasonably be
exoected to discharge oil in quantities
iili--r" be harmful' as described in
Dart ll0 of this chapter, into or upon
[fr.- "u"inuUle waters of the United
itut." or"adjoining shorelines' or into
or uDon the waters of the contiguous
,o.t"l o. in connection with activities
""a.-.
- tfr. Outer Continental Shelf
Lu"Ot ,q.t or the Deepwater Port.Act
of 1974, or that may affect natural re-
sources belonging to, appertaining to'
or under the exclusive management-au-
irroritv of the United States (including
i"tori."t under the Magnuson Fishery
Conservation and Management Act)
that has oil in:
(l) Anv aboveground container:
iri A;i compi6telY buried tank as de-
fined in S112.2;(3) Anv container that is used for
standby ito.ug.. for seasonal storage'
o. io. ["-p"ra"ry storage, or not.other-
*ir" "p".-unently closed" as defined
in S 112.2;
rit ,q.nv "bunkered tank" or "par-
tiriiy u.,ii"a tank" as defined in S ll2'2'
"i ""l" container in a vault' each of
*nr.f,' ii considered an aboveground
,to.age container for purposes of this
Dart.' 6 At Provided in section 313 of the
Clean Water Act (CWA)' departments'
ug";.i"., and instrumentalities of the
F?aetat government are subject to this
part to the same extent as any person'' (d) Except as provided in pa-ragraph
(0' of this'section, this part does not
apply to:'(rirn" owner or operator.of aly f?-
ciiity. equipment. or operation that is
20
Environmentol Ploleclion AgencY
not subject to the jurisdiction of the
Environ"mental Protection Agency
(EPA) under section 3110)(l)(C) of the
CWA, as follows:
(i) Any onshore or offshore facility'
that due to its location, could not rea-
sonablv be expecied to have a dis-
.hu.n"-ut descrlbed in paragraph (b) of
this "section. This delermination must
be based solely upon consideration of
the geographiial and location aspects
of tie fa.itlty (such as proximity to
navisable waters or adjoining shore-
ii".=l tu"a contour' drainage' etc ) and
must exclude consideration of man-
made features such as dikes' equipment
or other structures, which may serve
to restrain, hinder' contain' or other-
*is" p..'r".tt a discharge as described
in paiagraPh (b) of this section- til) e"ny Lquipment, or operation of a
veisel o. transportation-related on-
shore or offshore facility which is sub-
i".t to the authority and control of the
"U.S. Department of Transportation'. as
defined in the Memorandum of Under-
iiandlng between the SecretarY of
Transpoltation and the Administrator
of EPh, dated November 24' 1971 (AP-
pendix A of this Part).' liil; e.,y equipment, or-operation.of a
r"is"t oi o.r"hor" or offshore facility
*hi.h i" subject to the authority and
.o.,trot of ifre U.S. Department of
Transoortation or the U S' Department
of the Interior, as defined in the Memo-
randum of Understanding between the
Secretary of Transportation' the Sec-
retarv oi the Interior' and the Admin-
istraior of EPA. dated November 8' 1993
(Aooendix B of this Part).' iZi n"v facilitv which. although oth-
".*'it. iubiect io the jurisdiction of
EPA, meeti both of the following re-
ouirements:' (i) The completely buried storage ca-
p..ity of the facility is 42,000 gallons or
i""" of oil. For purposes of this exemp-
tion, the completely buried storage ca-
oacitv of a faiility excludes Lhe capac-
it., oi u completeiy buried tank' as de-
fiied in Sll2.2, and connecled under-
ground piping' underground ancillary
Eouioment, and containment systems'
tLiat'is currently subject to all of the.
technical requiiements of part 280 ol
this chapter or all of the technical re-
ouiremenLs of a State Program aP-
j.or"d under part 281 of this chapter'
s I t2.l
The completely buried storage capac-
itv of a faciliiy also excludes the ca-
nicitv of a container that is "perma-
i-,""ttv closed," as defined in 5ll2'2'
(ii) The aggregate aboveground-stor-
aee capacitiif ir," facility is l'320 g,al-
tJns oi less of oil. For purposes ot tnls
exemption, only containers of oil with
a capacity of 55 gallons or greater are
.o,rrrt"d. -The aggregate aboveground
"i"iug" capacity of i facility excludes
the c"apacity df a container that is
;'pe.manentiy closed''' as defined in
s l 12.2.
(3) Anv offshore oil drilling' produc-
tion, or"workover facility that is sub-
.iect to the notices and regulations ot
ihe Minerals Management Service' as
soecified in the Memorandum of Under-
i[u"Ji"e between the Secretary -of
iianspo"rtation, the Secretary of the^
t.,t..lL., and the Administrator of
eFn, a.t"a November 8, 1993 (Appendix
B of this part).
(4) AnY comPletelY buried storage
ta.,i<, ai defined in S112'2, and con-
nected underground piping' under-
ground ancillaiy equipment,.a"d :31:iainment systems, at any facility'.that
is subject io all of the technical re-
quirerients of part 280 of this chapter
or a State Program aPProved under
oart 281 of this-chapter, except that
!".fl , tank must be marked on the fa-
cility diagram as Provided .in
S1lz.i(a)(3), if the facility is otherwise
subject to this Part.
(5) Any container with a storage ca-
p..ity oi less than 55 gallons of oil'' (6) Any facility or part thereof used
exciusivLly for wastewater treatment
and not used to satisfy any require-
ment of this part. The production' re-
covery. or recycling of oil is not waste-
*ut".- t."ut-Lnt for purposes of this
paragraPh.' (e)- This part establishes require-
ments for the preparation and imple-
mentation of SPiU Frevention, Control'
and Countermeasure (SPCC) Plans'
SPCC Plans are designed to com-
Dlement existing laws, regulations''rules, standards. policies' and proce-
ar.Lt p..t"ining to safety standards'
fire pr-evention' and pollution pt:Itl:
tion rules. The PurPose of an SPUU
Plan is to form a comprehensive Fed-
eral/State spill prevention program
2l
s r r2.2
that minimizes the potential for dis-
charges. The SPCC Plan must address
all rlelevant spill prevention, control'
and countermeasures necessary at the
specific facility. Compliance with this
olrt does not in anY way relieve the
t*a,"a oa operator of an onshore or an
offshore faiitity from compliance with
other Federal, State' or local laws'
(0 Notwithstanding paragraph. (d) .ofthis section' the Regional Adminis-
trator may require that the owner or
operator oi u"y facility subject t9-11.:
jurisdiction of EPA under section 3ll[)
"of tft. CWA prepare and implement an
SPCC Plan, or any applicable part' to
carry out the PurPoses of the CWA'
(ti Following a preliminary deter-
mination, the Regional Administrator
must provide a written notice to the
owner or operator stating the reasons
whv he must Prepare an SPCC Plan' or
aoJlicable pait. ihe Regional Adminis-
tiator muit send such notice to the
owner or operator by certified mail or
by personal delivery. If the owner or
ofieiator is a corporation, the Regional
Administrator must also mail a copy of
such notice to the registered agent' iI
anv and if known. of the corporation in
th6 State where the facility is located'
(2) Within 30 days of receipt of such
written notice, the owner or operator
mav orovide information and data and
-r-v io.,t''.,lt with the Agency about the
.,""-d to prepare an SPCC Plan' or appli-
cable part.
(3) Within 30 days following the time
under paragraph (b)(2) of this section
within which the owner or operator
may provide information and data and
con"sult with the AgencY about the
need to prepare an SPCC Plan, or appli-
cable part, the Regional Administrator
must make a final determination re-
garding whether the owner or operator
Is reqiired to prepare and implement
an SPCC Plan, or applicable part The
Regional Administrator must send the
finil determination to the owner or op-
erator by certified mail or by personal
delivery. If the owner or operator is. a
.o.po.ition. the Regional Adminis-
traior must also mail a coPY of the
final determination to the registered
agent, if any and if known, of the cor-
p6ration in lhe State where the facility
is located.
40 CFR Ch. I (7-l-05 Edilion)
(4) If the Regional Administrator
-.k"t a final d6termination that an
SPCC Plan, or applicable part' is nec-
essarv. the owner or operator must pre-
"r.* itt" Plan, or applicable part' with-
in six months of that final determina-
lio., and implement the Plan, or appli-
cable part, as soon as possible, but not
iut". irtr.t one year after the Regjonal
Administrator has made a finai deter-
mination.
(5) The owner or operator Tay .app:al
a iinal determination made by the Re-
oional Administrator requiring prepa-
Friiot u.,d implementation of an SPCC
F1..,, o. appiicable Part, under this
narasraoh. ihe owne. or operator must
hat<E ttte appeal to the Administrator
"f
gpn within 30 days of receipt of the
il.rul d.t".-ination under paragraph
iulial .f this section from the Regional
ndministrator requiring preparation
and/or imPlementition of an SPCC
Plan, or applicable part' The owner or
ooerator must send a complete copy of
iir" upp".l to the Regional -Adminis-tratoi at the time he makes the appeal
to the Administrator. The appeal must
contain a clear and concise statement
oi th. i"",r"" and points of fact in the
case. In the appeal, the owner or oper-
"t". -"y also provide additional infor-
mation. The additional information
mav be from any person. The Adminis-
tralor may requ-est additional informa-
tion from" the owner or operator' The
Administrator must render a decision
*itf,i., 60 days of receiving the appeal
or additionaf information submitted by
the owner or operator and must serve
the owner or op;rator with the decision
made in the aPPeal in the manner de-
scribed in paralraph (0(l) of this sec-
tion.
$ 112.2 Defrnitions.
For the PurPoses of this Part:
Adverse ieither rneans weather condi-
tions that make it difficult for re-
sponse equipment and personnel, to
clcan up or remove spilled oil' and that
m,rst- be considered when identifying
resDonse svstems and equipment in a
..tlor,r" pian for the applicable oper-
atii-rg environment. Factors to consider
inchide significant wave height .as
rf".ifi.a irfAppendix E to this part (as
aoorooriate), ice conditions, tempera-
iIi.t,' *"uttler-related visibility' and
22
I
Environmentol Ploleciion AgencY
currents within the area in which the
systems or equipment is intended to
function.
Alteration means any work on a con-
tainer involving cutting' burning'
*"tai.,n, or heaiing operations that
change"s the physical dimensions or
configuration of the container'
Anlmat faf means a non-Petroleum
oil, fat, or grease of animal, fish' or
marine mammal origin.
Breakout fank means a container used
to relieve surges in an oil pipeline sys-
tem or to receive and store oil trans-
"L.t"a bv a pipeline for reinjection and
tontinued transportation by pipeline'
Bulk storage container means any con-
tainer used to store oil These con-
iainers are used for purposes includ^ing'
but not limited to' the storag,e oI oll
Drior to use, while being used' or prior
io further distribution in commerce'
Oil-filled electrical. operating' or man-
ufacturing equiPment is not a DulK
storage container.
Buikered tank n,ear.s a container
consiructed or placed in the ground by
."tii"g the eaith and re-covering the
contai"ner in a manner that breaks the
iurrounding natural grade,- or that lies
above erad6, and is covered with earth'
sand, Eravel, asphalt. or other mate-
.iuf . ft""tered tank is considered an
aboveground storage container for pur-
poses of this Part.
Com7letelY buried tank means any
.o.tt"i".. iompletely below grade and
covered with ^earth, sand, gravel' as-
ohalt. or other material Containers in
ir"iat, bunkered tanks. or partially
buried tanks are considered above-
ground storage containers for purposes
of this Part.
Comptex means a facility possessing a
combination of transportation-related
and non-transportation-related compo-
nents that is subject to thejurisdiction
"i *".. than on6 Federal agency under
section 311fi) of the CWA'
Contiguous zone rr,ear.s the zone es-
tautisfrEa by the United States under
Article 24 oi the Convention of the Ter-
iito.iut Sea and Contiguous Zone' that
is contiguous to the territorial sea and
lhat exiends nine miles seaward frorn
the outer limit of the territorial area'
^3::"\:"
or other aPProved means
s I12.2
(1) A written contractual agreement
*iif, ,. oil spill removal organization
that identifies and ensures the avall-
"tifity of the necessary personnel and
equipinent within appropriate response
times; and/or- f)i- e written certification by the
owner or operator that the necessary
personnel and equipment resources'
[*".a or oPerated bY the -facilitY
owner or opeiator, are available to re-
soond to a discharge within aPPro-
p'.iut" ."tpottse times: and/or'ii) R.ti"" membership,in a local.or
resional oil spill removal organization
ti'^t hr" identified and ensures ade-
q.rul" ...."t through such membership
tb necessary personnel and equipment
to respond io a discharge within ap.pro-
priate response times in the specified
Leosraphic area: and-/or" (+i Anv other specific arrangement
^oo.o.r"d bY the Regional Adminis-
iiitot ,po.t-tequest of the owner or op-
erator.-' Oirnurg" includes, but is not limited
to, anY sPiIIing, leaking, PumPing'
o"".i"li, emitting, emptying' or dump-
'i.rr of-oil, but excludes discharges in
.o-moliatce with a permit under sec-
iio"'+oz of the cwA: discharges result-
ins from circumstances identified' re-
"i8*"a, and made a part of the public
;;;;J with respect to a Permit issued
Li- modified under section 402 of the
CWA, ""a subject to a condition in
such permic: o-r continuous or antici-
.ated' intermittent discharges from a
;oint source, identified in a permit or
i.i-iilppf i.ation under section 402 of
in" cwe, that are caused by events oc-
curring within the scope of relevant op-
eratin; or treatment systems For pur-
,ot"t "of this part' the term discharge
5f,"ii ""t incllde any discharge of oil
that is authorized by a permit issuecl
under section l3 of the River and Har-
bor Act of 1899 (33 U.S'C' 407)'
FacilitY means any mobile or fixed'
onshore or offshore building' structure'
i.,ttult.tio.,, equipment, pipe' or pipe-
ii.r"- ("tft". than -a vessel or a public
,""t"i) used in oil well drilling oper-
;;il;;, oil production' oil refining'. oil
"io.rg", oif gathering, oil processing'
Li1 tiatsf".' dil distribution, and waste
ti"ut-""t, or in which oil is used' as
described in Appendix A to this part'
it " uot,rlau.iei bf a facility depend on
23
s r r2.2
several site-specific factors, including'
but not limiied to, the ownershiP or
op".rtiot of buildings' structures' and
efiuipment on the same site and the
tvoes of activitY at the site'
"'Fish and witdlife and sensitive environ'
.rrenls means areas that may be identi-
fied by their legal de-signation or,try
evalua-tions of Area Committees (lor
olannine) or members of the Fcderal
bn-Scenl Coordinator's spill rcsponse
structure (during responses)' These
areas may include wetlands' National
and State parks, critical habitats for
""J""g"."a' or threatened species' wil-
derness and natural resource areas'
marine sanctuaries and estuarine re-
serves, conservation areas' preserves'
*itatif" areas, wildlife refuges, wild
and scenic rivers, recreational areas'
national forests' Federal and State
lands that are research national areas'
heritage Program areas, land trust
a..."," and -historical and archae-
olosical sites and parks' These areas
-"i "f t" include unique trabitats. such
as Louaculture sites and agriculiural
surface water intakes, bird nesting
areas. critical biological resource
areas, designated migratory routes'
and designaied seasonal habitats'
InjurY nreans a measurable adverse
chaig.", either long- or short-term' in
ihe c"hemical or physical quality or the
viability of a nitural resource result-
ing eit6er directly or indirectly from
.**pot.lt" to a discharge, or-exposurc to
a product of reactions resulting from a
discharge.
Maxiium extent Practicable means
within the limitations used to deter-
mine oit spill planning resources and
response times for on-water recovery'
sf,J..ti"e protection, and cleanup- for
worst casL discharges from onshore
non-transportation-related facilities in
,J.r".t" weather. It includes the
olanned capabilit.y to respond lo a
worst case discharge in adverse weath-
er, as contained in a response plan that
meets the requirements in Sl12'20 or in
a specific Plin aPProved bY the Re-
gional Administrator.' Navigable warers means the waters of
the Uiited States, including the terri-
torial seas.
(l) The term includes:
iij ,qlt waters that are currently used'
were used in the Past, or may be sus-
40 CFR Ch. I (7-l-05 Edition)
ceDtible to use in interstate or foreign
io..,-"..", including all waters subiect
to the ebb and flow of the tide;- (ii) All interstate waters, including
interstate wetlands;
(iii) All other waters such as intra-
state lakes, rivers' streams (including
intermittent streams), mudflats'
r""Jnutt, wetlands, sloughs' prairie
ootholes, wet meadows' playa lakes' or
latural ponds, the use, degradation' or
destruction of which could affect inter-
siate or foreign commerce including
any such waters:- ('n) fn"t are or could be used bY
inieistate or foreign travelers for rec-
reational or other PurPoses; or
(B) From which-fish or shellfish are
or could be taken and sold in interstate
or foreisn commerce: or'
(C) Ti'at are or could be used for in-
dusirial purposes by industries in
interstate commerce:
il"f nf r impoundments of waters oth-
erwiie defined as waters of the United
States under this section:- (v) Tributaries of waters identified in
paiag.aphs (l)(i) through (iv) of this
definition;
(vi) The territorial seai and
ivii) Wetlands adiacent to waters
(oin". trtun waters tiat are themselves
*"ti""at) identified in paragraph (1) of
this definition.
(2) Waste Lreatment systems' includ-
inq treatment ponds or lagoons^ de-
sifnea to meeL tlre requirements of the
CWA (other than cooling ponds wnlcn
al"o m.et the criteria of this defini-
fG.r) u." not waters of the United
Sta[es. Navigable waters do not in-
clude prior 6onverted cropland' Not-
withstanding the determination ot an
area's statui as prior converted crop-
i""J tv any other Federal age-ncy-' for
th. o,liootit of the CWA, the final au-
thor'it.y'regarding CWA jurisdiction re-
mains with EPA.
Non-Petroleum oil means oil of anY
kind that is not petroleum-based' in-
.f"Ji"g but not limited to: Fats' oils'
..rd er;ases of animal' fish' or marine
-u-"mut origin: and vegetable oils' .in-
cluding oils from seeds, nuts' fruits'
and kernels.- Offrnoru facility means any facility.of
""., ti"a (other than a vessel or public^
"tJ."rj toiated in' on, or under arry of
the navigable waters of the United
Z4
I
Environmenlol Proteclion AgencY
States, and any facility of any kind
that is subject to the jurisdic-tion ol
the United Stut." and is located in' on'
or under anY other waters'
Oi1 meani oil of anY kind or in any
form, including, but not limited to:
fats, oils, or gre.s.t of animal, fish' or
*u.i.r. mami-ral origin; vegetable oils'
including oils from seeds, nuts' fruits'
or kerne'is; and, other oils and greases'
including petroleum, fuel oil' sludge'
svnthetii oils, mineral oils, oil refuse'
o'r oil mixed with wastes other than
dredged sPoil.
Oit Spiil Removal Organizat-ion m.eans
u., ".,tity that provides oil spill re-
....rr" .6"o..r.."t'' and includes any for-
orofit or not-for-profit contractor' co-
Loerative, or in-house response re-
,3.l..", that have been established in a
geographic area to provide required re-
sDonse resources.-'oithor" facilitv means any facility of
any kind located in, on, or under anY
larid within the United States, other
than submerged lands.
Owner or oPerator means any Person
owning or operating an onshore facility
o. .., .-offtho.e facility, and in the case
of..ry abandoned offlhore facility' the
o"aro-t who owned or operated or main-
i-ained the facility immediately prior
to such abandonment.
Partially buried tank means a storage
containei that is partially inserted or
constructed in the ground, but not en-
iirelv below qrade. ind not completely
coveied with- earth. sand. gravel' as-
phalt, or other material A partially
Luried tank is considered an above-
ground storage container for purposes
of this part.
PermanentlY c,losed means any con-
tainer or facilitY for which:
(l) All liquid hnd sludge has been re-
moved from each container and con-
necting line; and
(2) All connecting lines and piping
have been disconnected from the con-
lainer and blanked off, all valves (ex-
ceot for ventilation valves) have been
cl6sed and locked' and conspicuous
signs have been Posted on each con-
iainer stating thai it is a permanently
iiosea contairrer and noting the date of
closure.
Person includes an individual' firm'
corporation, association' or partner-
shiP.
s I I2.2
Petroleum oil means petroleum in any
form, including but not limited to
.."a" "if, fuet 6il, mineral oil, sludge'
oil refuse, and refined Products'
Production facility means all struc-
tuies (including but not limited to
wells. olatforms-' or storage facilities)'
oioi.,n'(including but not limited to
h6*ti"""t or gathlring lines), or equip-
ment (includ-ing buf not limited to
wo.kover equipment, separation equip-
ment, or auxiliary non-transportation-
.uiut"a equipmenl) used in the produc-
tion, extraciion' recovery. lifting'^sta-
bilization. separation or treating ot oil'
or associated storage or measurement'
anJ iocated in a single geographical oil
or gas field operated by a single oper-
ator.-
Regional Administrator means the Re-
eionZl Administrator of the Environ-
il."tuf Protection Agency, in and for
lf,. n"gi"" in which the facility is Io-
cated.
Repair means any work necessarY to
maintain or restore a container to a
condition suitable for safe operation'
oiher than that necessary for ordinary'
dav-to-day maintenance to maintain
thi funciional integrity of the cort-
tainer and that does not weaken the
container.
Soill Prevention, Control, and Counter-
-"irur" Plan; SPCC Plan. or Plan rr.eans
th" do.r-"rt required bY 51123 that
details the equipment, workforce' Pr9-
cedures, and iteps to prevent' control'
and provide adequate countermeasures
to a discharge'
Storage capacity of a container means
thc she'il capacity of the container'
TransportZtion-related and non-trans-
Dortation-related, as applied to an on-
'rho." o. offshore facility' are defined
in the Memorandum of Understanding
between the Secretary of Tran^spor-
tation and the Administrator ot the
Environmental Protection Agency'
dated November 24, 1971, (Appendix A
of this part).
Ilnit;d Stutes means the States' the
District of Columbia, the Common-
wealth of Puerto Rico, the Common-
wealth of the Northern Mariana Is-
i..,d., Gt,.rn, American Samoa' the
U.S. Vi.gi" Islands, and the Pacific Is-
land Governments.
Vepetable oil means a non-petroleum
oil o? fat of vegetable origin' including
25
s r r2.3
but not limited to oils and fats derived
from plant seeds, nuts, fruits, and ker-
nels.
Vessel means every descriPtion of
watercraft or other artificial contriv-
ance used, or capable of being used' as
a means of transportation on water'
other than a Public vessel'
Wetlands means those areas that are
inundated or saturated by surface or
groundwater at a frequency o1 durati3n
iufficient to support. and that under
normal circumstances do support' -api"rul".,." of vegetation typically
ldaoted for life in siturated soil condi-
tions. Wetlands generally include playa
lakes, swamps. marshes. bogs ultl
similar areai such as sloughs' prairie
notholes, wet meadows, prairie river
tve.flo*t, mudflats, and natural ponds'
Worst case discharge for an onshore
non-transportation-related faci Iity
means the largest foreseeable dis-
charge in adverse weather conditions
as dJtermined using the worksheets in
Appendix D to this Part.
Q 112.3 Requirement to prepare ^and' imolem6nt a Spill Prevention' uon-
i"oi, at d Count-ermeasure Plan'
The owner or operator of an onshore
or offshore facility subject to this sec-
tion must prepare a Spill Prevention'
Control, and- Countermeasure Plan
(hereafter "SPCC Plan" or "Plan)"' in
writing, and in accordance with S112 7'
and anly other applicable section of this
part.
(a) If your onshore or offshore facil-
ity was"in operation on or before Au-
gust 16, 2002, You must maintain Your
Flan, but must amend it, if necessary
to ensure compliance with this part' on
or before FebruarY 17, 2006, and must
imolement the amended Plan as soon
as oossible' but not later than August
ia. zooo. lf your onshore or olfshore fa-
cilitv becomes operational after Au-
rr]St't6. 2002, through August 18, 2006'
End could reasonably be expected to
have a discharge as described in
S I 12. I (b) , you must prepare 9 ^P-tt" .
o'
oi U.rbi" August 18,-2006, and fully im-
plement it ai soon as possible' but not
iater than August 18. 2006'
(b) If vou are the owner or operator
of'an orishore or offshore facility that
b".o-u, operational after August 18'
i0oo, and c'ould reasonably be expected
40 CFR Ch. I (7-l-05 Edition)
to have a discharge as described in
S I 12.l (b), you must prepare, and imple-
ment a Plan before You begin oPer-
ations.
(c) If You are the owner or oPerator
of'r., o.ohote or offshore mobile facil-
ity, such as an onshore drilling or
w6rXor.r rig, barge mounted offshore
J.iiri"g or i.vorkoier rig, or portable
fueling facility' you must prepare' rm-
oi"-"""t, and "miintain a facility Plan
ls required by this section You must
*"i"a'"i" ,o,i. Plu.,, but must amend
and imple"ment it, if necessary to en-
sure cohpliance with this part' on or
before August 18, 2006' If your.onshore
or offshoie mobile facility becomes
olerational alter August l8' 2006' and
cluld reasonably be expected to have a
Jircha.ee as deicribed in Sl12'l(b)' you
m.,rt pitpu." and implement a Plan be-
io." y",r'U"gin operations' This provi-
sion -does not require that you prspTe
a new Plan each time You move the ta-
cilitv to a new site. The Plan may De a
qe.,e-.al Plan. When you move the mo-
Bii" ". portable facility' you rnust lo-
cate ana install it using the discharge
prevention practices outlined in the
Flu" f". the facilitv. The Plan is appli-
cable only while ihe facility is in a
fixed (n6n-transportation) operating
mode.
(d) A licensed Professional E-ngineer
must review and certify a Plan for it to
be effective to satisfy the requirements
of this part.
(l) By means of this certification the
Professional Engineer attests:
(i) That he is familiar with the re-
quirements of this Part :
(ii) That he or his agent has visited
and examined the facility;
(iii) That the Plan has been prepared
in' accordance with good engineering
practice. including consideration ot ap-
blicable industry standards, and with
ihe requirements of this Part;
(iv) ihat procedures for required in-
"pL.[io.," and testing have been estab-
lished: and
(v) That the Plan is adequate for the
facility.
(2) Such certification shall in no way
."ii"u" the owner or operator of a facil-
itv of his duty to prepare and fully im-
nlement strch Plan in accordance with
lh. .equirements of this Part
26
68
17,
Environmentol Plolection AgencY
(e) If you are the owner or oPerator
of a faiility for which a Plan is re-
quired under this section, you must: .' (l) Maintain a comPlete coPY of the
Plan at the facility if the facility is
normally attended at least four hours
f.. aay,-o. at the nearest field office if
ifr. f.iitity is not so attended, and
(2) Have the Plan available to the Re-
eional Administrator for on-site rcview
Iurlng normal working hours'
(fl Extension of time (l) The Regional
Administrator may authorize an exten-
sion of time for ihe p."p.tation and
full implementation of a Plan, or any
amendment thereto, beYond the time
Dermitted for the preparation, imple-
mentation. or amendment of a Plan
under this part, when he finds that the
owner or operator of a facility subject
to this s.ctio.t, cannot fully comply
with the requirements as a result of ei-
ther nonaviilability of qualified per-
sonnel, or delays in construction or
eouioment delivlry beyond the control
,nd without the fault of such owner or
operator or his agents or employees''(2) If you are an owner or oPerator
seeking an extension of time under
paragriph (l)(l) of this section' you
mav-submit a writLen extension re-
qt,eit to the Regional Administrator'
Your request must include:
(i) A f;ll explanation of the cause for
any such delay and the specific aspects
ofihe Plan affected bY the delaY;
(ii) A full discussion of actions being
taken or contemplated to minimize or
mitigate such delaY; and
(iiij A proposed time schedule for the
implementation of any correcti"g ?t-tions being taken or contemplated' in-
cluding interim dates for completion of
tests o"r studies, installation and oper-
ation of any necessary equipment'. or
other prevei-rtive measures ln addition
you may Present additional oral or
"written itatements in support of your
extension request.
(3) The submission of a written ex-
t".,tlo., request under paragraph (0(2)
of this t..tio., does not relieve you of
vour oblieation to comply with the re-
iuireme.,Is of this part. The Regional
Administrator may request a copy of
vour Plan to evaluate the extension re--quest. When the Regional Adminis-
tiator authorizes an extension of time
for particular equipment or other spe-
s I 12.4
cific aspects of the Plan, such exten-
sion does not affect your obligation to
cornpty with the requirements related
to oinlr equipment oi other specific as-
pects of the- PIan for which the Re-
Iional Administrator has not expressly
iuthorized an extension'
167 FR 47140. Julv 17. 2002, as amended at
itp t:st. Jan. 9, 2003: 68 FR 18894. Apr'
2003: 69 FR 48798, Aug. 11, 20041
{ 112.4 Amendment of SPill Preven'
tion. Control, and Countermeasure
Plari by Regional Administrator'
If vou are the owner or operator of a
facil"ity subject to this part' you must:
(a) Notwiihstanding compliance with
Stiz.3, whenever your facility has dis-"charged more thah 1,000 U.S gallons ot
oil in a single discharge as described in
S1l2.l(b), o.-r discharged more than 42"U.S. guito.rt of oil in each of two dis-
chars"es as described in Sll2'l(b)' occur-
ring"within any twelve month period'
sub-mlt the following information to
ihe Regional AdminGtrator within 60
davs fim the time the facilitY be-
co-mes subject to this section:
(l) Name of the facilitY;
(2) Your name;
(3) Location of the facilitY:
(4) Maximum storage or handling ca-
pu.ity of the facility and normal daily
throughPut;
(5) Corrective action and counter-
measures you have taken' including a
Jescrlptioi of equipment repairs and
reol ace ments;
16) An adequate description of the fa-
ciiity, including maps, flow diagrams'
and topographical maps' as necessaryi
(7) The cause of such discharge as cle-
sciiu.a in Sl12.1(b), including a failure
analysis of the system or subsystem in
which the failure occurred;
(8) Additional preventive measures
vou have taken or contemplated to"-ini-ir" the possibility of recurrence:
and
(9) Such other information as the Re-
gional Administrator may-.reasonab.ly
iequire pertinent to the PIan or dis-
charge.
(b) Take no action under this section
until it applies to your facility' This
section doei not apply until ^the expira-
tion of the time permitted tor the lnl-
iiut p."pr..tion and implementation of
27
s r r2.s
the Plan under S 112.3, but not including
any amendments to the Plan'
(c) Send to the appropriate agency or
asencies in charge of oil pollution con-
r;l activities inlhe State in which the
facility is located a complete copy of
all inf6rmation you provided to the Re-
sional Administrator under paragraph
ia) of this section. Upon receipt of the
information such State agency or agen-
cies maY conduct a review and make
recomm-endations to the Regional Ad-
ministrator as to further procedures'
methods, equipment, and other require-
ments necessary to prevent and to con-
tain discharges from your facility'
(d) Amend Your Plan, if after review
bv the Reqional Administrator of the
iiformation vou submit under para-
sraoh (a) of t-his section, or submission
6f information to EPA bY the State
agency under paragraph (c) of this sec-
ti-on, or after on-site review of your
PIan, the Regional Administrator re-
quires that You do so' The Regional
Administrator may require You to
amend Your Plan if he finds that it
does noi meet the requirements of this
Dart or that amendment is necessary to
prevent and contain discharges from
vour facilitv.' (") A.t in"accordance with this para-
graph when the Regiona-l Adminis-
f..io. ptoposes by certified mail or by
p".sonil d^elivery that you amend your
'SpCC plr.r. If the owner or operator is
a corporation, he must also notify by
mail the registered agent of such cor-
ooration. iianv and if known' in the
'Stut" i., whickr the facility is located'
The Regional Administrator must
soecifv t-h" t ".-t of such proposed
ainendment. Within 30 days from re-
ceipt of such notice, You may submit
w.itt"., information, views, and argu-
ments on the ProPosed amendment'
After considerinf a[ relevant material
oresented, the Regional Administrator
must either notily you of any amend-
ment required or rescind the notice'
You must amend your PIan as required
within 30 days after such notice, unless
the Regional Administrator, for good
cause, ipecifies another effective date'
You muit implement the amended Plan
as soon as possible, but not later than
six months after you amend your Plan'
unless the Regional Administrator
specifies another date'
40 CFR Ch. I (7-l-05 Edition)
(0 If you aPPeal a decision made bY
the Reiional- Administrator requiring
,., u-."t-,d-"nt to an SPCC Plan' send
the appeal to the EPA Administrator
i" *tit'i"g within 30 days of receipt -ofthe noticE from the Regional Adminis-
trator requiring the amendment under
oarasraph (e) of this section You must
iend"a iomplete copy of the appeal to
the Regional Administrator at the
time yo"u make the appeal' The appeal
must -contain a clear and concise state-
ment of the issues and points of fact in
the case. It may also contain addi-
tional information from you, or from
anv other Person. The EPA Adminis-
trjcor may'request additional informa-
tion from You, or from any other Per-
son. The 'EPA Administrator must
render a decision within 60 days of re-
ceiving the appeal and must notify you
of his decision.
8112.5 Amendment of SPill Preven-
tion, Control, and Countermeasure
Plan bY owners or oPerators'
lf you are the owner or oPerator of a
laciitv subiect to this part. you must:
(a) Ameni the SPCC Plan for Your fa-
cliitv in accordance with the general
reou-irements in 5112.7, and with any
soJcific section of this part applicable
tb vour facility. when there is a change
in ihe facility design. construction, op-
eration, or maintenance that materi-
allv affects its potential for a dis-
chirge as described in 5l12 l(b) Exam-
oles of chanqes that may requlre
Lmendment oi th. Plan include' but
are not Iimited to: commissioning or
decommissioning containers: replace-
ment, reconstru;tion, or movement of
containers; reconstruction, replace-
ment, or installation of piping systems;
construction or demolition that might
alter secondary containment struc-
tures; changes of product or service; or
revision of standaid operation or main-
tenance procedures at a facility An
amendment made under this section
must be prepared within six months'
and implemented as soon as -P9-ssible'but not later than six months following
preparation of the amendment'' (U) Notwithstanding compliance with
narasraDh (a) of this section, complete
I ."ii".iu and evaluation of the SPCC
Plan at least once everY five Years
from the date your facility becomes
28
Environmenlol Proleclion AgencY
subject to this parU or, if y^our facility
*"J ir-t operation on or before August
16, 2002, iive y"a." from the date your
last review was required under this
;;; i. a result of this review and
Lvaluation, You must amend Your
SPCC Ptan within six months of the re-
view to include more effective preven-
iio" ""a control technology if the tech-
""L"gy has been field-p.roven u.t 11."
time""of the review and will signiti-
.""tf" reduce the likelihood of a dis-
;h;.e" as described in Sll2'l(b) from
the flcility. You must implement any
amendment as soon as possible' but not
Iater than six months following prepa-
ration of anY amendment You must
document yo-ur completion of the re-
view and e-valuation, and must sign a
"iui"-""t as to whether You will
"m."a the Plan, either at the begin-
ninp or end of the Plan or in a log or an
..ro"endix to the PIan The following
*!'.at-*if f suffice, "l have completed
i""i"* and evaluation of the SPCC
bf"" f". (name of facility) on (date)'
and will (will not) amend the PIan as a
resuIt. "
(c) Have a Professional Engineer cer-
tifv anv technical amendment to your
ptl., iria..o.dance with S I 12.3(d).
$ 112.6 [Reserved]
$112.7 General requiremen',] for Spill
" -- Frevention, Coirtrol, and Counter'
measure Plans.
If vou are the owner or oPerator of a
faciiity subject to this-part you must
o."oui" a Plan in accordance with good
Lns'ineering practices The Plan must
haie the fuli approval of management
ui u t"""t of authority to commit the
necessary resources to fully irnplement
the Planl You must prepare the Plan in
writins. If vou do not follow the se-
f"."."-tp..ified in this section for the
P1..,, yo,, must prepare an equivalent
Fi""' i.."p.uble'to" the -Regional Ad-
ministrator that meets all of the appli-
cable requirements listed in this part'
and vou must supplement it with a sec-
[io"'.*ti-t"ferencing the location -ot'
requirements listed in this part and thc
equivalent requirements in the other'
p.-"r"t,tio" plan. If the Plan calls for
ldditional facilities or procedures'
m"tf,"a", or equiPment not Yet full5'
operational, you - must discuss these
items in sepaiate paragraphs' and must
s I12.7
exolain separately the details of instal-
iuii"" und operaiional start-up As de-
tailed elsewhere in this section' you
must also:
(a)(1) Include a discussion of your fa-
.iiiiv's conformance with the require-
menis listed in this Part'
(2) Comply with all applicable.re-
ou#"-"nt. listed in this part' Your
Fiu., rnuY deviate from the require-
*"nit i"-pu.agraphs (g)' (h).(z) and.(3)'
and (i) of this section and the require-
menis in subparts B and C of this part'
except the secondary containment re-
quiriments in paragraphs (c) and (h)(l)
,if this section, and
sdr,r.a(.)(r),t12.8(c)(ll)' tt2's(c)(2)'
ilz.ro(.), trz'r2(c)(2)'
iiz.iii.lirrl,rl2.l3(c)(2), and ll2 l4(c)'
*n"." ippti.able to a specific facility'
if you'provide equivalent environ-
..ruritrt Protection
- bY some other
-"ur,, of sPill Prevention, control' or
a"""t"a*""4r.". Whete your Plan does
not conform to the applicable require-
-.nrt i" paragraphs (g)' (h)(2) and.(3)'
anrt (i) of'thiJsection, or the require-
ments of subparts B and C of this part'
except the secondary containment re-
qri.l,-.t.t in paragiapht t:l .qllJ\f!l)Jf this secrion, and SS I 12.8(c) (2),
iiz.ai.itrrl, ll2.e(c)(2)' .11.2'10(c)'
i iz.i)ti'i tzi, t 12.12(c) (l l), I l2'13(c) (2)' and
112.14(c). you must state the reasons lor
""".""i"i-"nce in your Plan and de-
;.;ib; i" detail alteinate methods and
ho* tot will achieve equivalent envi-
ronm"ental protection' [f the Regional
nJ-i"itt.ui"r determines that the
-..rr.., described in your Plan d.o not
provide equivalent environmental pro-
lection, tt" may require that You
amend vour Plan' following the proce-
dures iri S 112.4(d) and (e).
(3) Describe in your Plan the physical
tuvitrl of the fac-ility and include a fa-
.iiiiy ai"g.rm, whilh must mark the
io..[io.t ind contents of each con-
t;i;".. The facility diagram must in-
clude completely buried tanks that are
otherwise'exempted from the requ.ire-
ments of this part under SllZ'l(d)(4)'
ihe facility diagram must also include
,11 transf6. stltions and connecting
pipes. You must also address in your
Plan:
, (i) The type of oil in each container
. and its storage caPacitY;
29
s r r2.7
(ii) Discharge prevention measures
inftuding p.oJedures for routine han-
Jti.,e of"pioducts (loading, unloading'
andYacilitv transfers, etc);- (iii) oisinarge or drainage controls
such as secondary containment arouno
containers and other structures' equlp-
-""t, ""a procedures for the control of
a discharge;(iv) Countermeasures for discharge
discovery, response, and cleanup (both
ihe fa.it-itv's iapability and thosc that
misht be required of a con(ractor):' iii rrl"tr,oils of disposal of recovered
-)t".i.1, in accordance with applica-
ble legal requirementsi and--ivl)"Co"ta.t list and phone numbers
for ihe facility response coordinator'
National Response Center' cleanup con-
tractors with whom you have an agree-
ment for response, and all appropriate
Federal, Staie, and local agencies who
*"J U. contacted in case of a dis-
charge as described in S I12 1(b)'
(4) Untess You have submitted a re-
sDonse plan -under Sll2 20. provide in-
i5.-"tiir" and procedures in your Plan
to enable a person reporting. a dis-
charge as desiribed in 5112 1(b) to re-
iate'info.mation on the exact address
oi-io.utio" and phone number of the fa-
.ifiiv; trt. date and time of the dis-
char:ee, the tYPe of material dis-
charEed: estimites of the total quan-
titv "clischareed: estimates of the quan-
iit'v dischlrged as described in
SttZ.t(U): the source ofthe discharge; a
i.t.tip[i"" of all affected media; the
..u"e of the discharge; any damages or
iniuries caused by the discharge: ac-
i'ii". u"i"g used io stop, remove' and
mitigate tle effects of the discharge;
;;;ti."; an evacuation may be needed;
and. the names of individuals and/or or-
40 CFR Ch. I (7-l-05 Edition)
be a source of a discharge)' include in
vour Plan a prediction of the direction'
'.rt" of no*' and total quantity of oil
which could be discharged from^the fa-
cilitv as a result of each type ot maJor
eoui"oment failure
(c) Provide appropriate containment
and/or diversionary structures or
eouipment to prevent a discharge as
adsciibed in Sll2.l(b). The entire con-
;;i;;;;; "y"i.-, including walls and
n."., -"tt Ue capable of containing oil
and must be constructed so that anY
discharqe from a primary contain-rnenc
svstemlsuch as a tank or pipe' will^not
.i.ur" the containment system before
cleanuo occurs. At a minimum' You
must use one of the following preven-
tion svstems or its equivalent:
(l) For onshore facilities:
iij oir."", berms, or retaining walls
suificiently impervious to contain oil;
(ii) Curbing;
iiiil culvJrting, gutters, or other
drainage systemsl
(iv) freiis' booms, or other barriers;
iv) Spill diversion Ponds:
(vi) Retention Ponds; or
(vii) Sorbent materials'
(2) For offshore facilities:
(i) Curbing or driP Pans; or
(ii) Sumps and collection systems'
iaj If V.i" determine that the instal-
lailo., oi any of the structures or pieces
"?'lo"io-."t listed in paragraphs (c)
ana (h)(t) of this section' and
[srlz.ailiizi, 1r2.8(c)(ll), lr2'e(c)(2)'
irz.lot.). tt2.t2(c\(2)' ll2'12(c)(ll)'
ll2.l3(c)(2)' and 112.14(c) to prevent a
;i;.;;.4'"t described in Sl12'l(b) from
..,y o.tiiro.. or offshore facility is.not
practicable' you must clearly explain
i. ,our Plan whY such measures are
noi oracticable: for bulk storage con-
tain6rs, conduct both periodic integ-
ritv testing of the containers and perl-
oal'. int"g;ity and leak testing of the
,r.1.r", .."d piping; and, unless you have
submitted 'a iesPonse Plan under
Silr.rb, provide in your Plan the fol-
lowing:^-ii) E. oil spill continsencv.^p^tul lol-to*i"g the provisions of part 109 of this
chaPter.
(2) A written commitment of man-
p,r*"., equipment' and materials re-
;;i.;J to'ex'peditiously control and re-
-o*r. u.,y quantity of oil dischargecl
that may be harmful'
30
ganizations who have also been con-
tacted.
(5) Unless You have submitted a re-
sDonse plan under Sll2.20 organize por-
iionr oi the Plan describing procedures
vou will use when a discharge occurs in
'a way that will make them readily usa-
ble in an emergency, and include aP-
propriate srpporting material as ap-
pendices.' (b) Where experience indicates a rea-
sonable potential for equipment failure
(sucfr as loading or unloading equip-
-""i. t""x ot"iflo*. rupture' or leak-
age, or anY other equiPment known tc'
Environmentol Ploleclion AgencY
(e) Inspections, tests, and records Con'
duci in#ections and tests required by
this pari in accordance with written
o.o."drr."" that you or the certifying
Lngineer develop for the facility .You
m,ist keep these written procedures
and a reiord of the insPections and
tests, signed by the appropriate super-
visor or"inspec"tor, with the SPCC Plan
for a perioci of three years Records of
ir,.o"itio.,t and tesLs kept under usual
and customary business practices will
suffice for pur-poses of this parag-raph'
(f) Personnei, training, and discharge
prevention procedures' (l) At a min-
irnrrn, train Your oil-handling Per-
sonnel in the operation and mainte-
nance of equipment to Prevent dis-
ihu.g""; discharge procedure protocols;
aooli-cable pollution control laws'
.rlies. attd regulations; general facili^ty
operationsl .id' th" contents of the fa-
cility SPCC Plan.
(2)"Designate a person at each appli-
.atie fa.i"tity whb is accountable for
discharge pr'evention and who reports
to facility management'
(3) Schedule and conduct discharge
orevention briefings for your oil-han-
hliarn o..toar.tel at least once a year to
ur=r"." adequate understanding ".f lh5
6FCc pt"" ior that facility' Such brief-
ings must highlight and describe
kitwn discharges as described in
S112.1(b) or failures, malfunctioning
lomponents, and any recently devel-
ooed precautionarY measures'
@\ Securitv (excluding oil production
fac"ilities). (ti putty fence each facility
handling, p.ocessing, or storing oil'
and lock and/or guard entrance gates
when the facility is not in production
or is unattended.
(2) Ensure that the master flow and
drain valves and any other valves per-
mitting direct outward flow of the con-
tainer'i contents to the surface have
adequate security measures so that
they remain in the closed Position
whJn in non-operating or non-standby
status.
(3) Lock the starter control on each
oii pump in the "off" position and lo-
cate it it a site accessible only to au-
thorized personnel when the pump is in
a non-operating or non-standby status'
(4) Securely iap or blank-flange the
loading/unloiding connections of oil
pipelints or facility piping when not in
s I I2.7
service or when in standby service for
an extended time. This security prac-
iice also applies to piping that .is
emptied of I iquid content either Dy
draining or bY inert gas Pressure
(5) Provide facility lighting commen-
surate with the type and location ot
the facility that will assist in the:
(i) Discovery of discharges-occurring
during hours of darkness, both by oper-
atins"Dersonnel, if present. and by non-
op"#ti"e persotnel (the general pub-
lic, local police, etc.): and
(ii) Prevention of discharges occur-
ring through acts of vandalism'
(i) t'arnty tank car and tank truck
loiiingtu"loZding rack (excluding off'
shore "facilities). (l) Where loading/un-
ioading area drainage does not flow
into i catchment basin or treatment
facility designed to handle discharges'
us. a
-q"ick"drainage system for tank
car or tank truck loading and unload-
ina areas. You must design anY con-
ioi.rrn..rt svstem to hold at least the
maximum iapacity of any single com-
""it-e"t of a tank car or tank truck
ioaded or unloaded at the facility'
(2) Provide an interlocked warning
lipht or phvsical barrier system' warn-
i"i tigti", wheel chocks, or vehicle
brEak fnterlock system in loading/un-
loading areas to prevent vehicles from
cieoartTng before complete disconnec-
tion of Tlexible or fixed oiI transfer
Iines.
(3) Prior to filling and departure.of
anv tank car or tank truck' closely in-
so6ct for discharges the lowermost
J'rain and all outlJts of such vehicles'
and if necessary' ensure that they are
tishtened, adiuited' or replaced to pre-
ve"nt liquid dGcharge while in transit'
(i) If a field-constructed aboveground
corri.i.,". undergoes a repair' alter-
ation, reconstruCtion, or a change ^int"."il" that miSht affect the risk of a
discha.ge or failure due to brittle frac-
ture or*other catastrophe' or has dis-
charged oil or failed due to brittle frac-
ir."" fuilrr.. or other catastrophe'
evaluate the container for risk of dis-
charge or failure due to brittle fracture
or ot-her catastrophe' and as necessary'
take aPProPriate action.
(i) ln addition to the minimal preven-
ti# standards listed under this sec-
tion, include in your PIan a complete
31
s r r2.8
discussion of conformance with the ap-
olicable requirements and other effec-
tive dischaige prevention and contain-
ment procedures listed in this part or
anv abplicable more stringent State
rules, iegulations, and guidel ines'
Suboorl B-Requiremenls for Pe----'iroleum Oiis ond Non-Petro-
ieum Oils, ExcePl Animol Fols
ond Oils ond G]eoses, ond
Fish ond Morine Mommol Oils;
ona Veoetoble Oils (lncluding
Oits troin Seeds, Nuls, Fruils,
ond Kernels)
souRCE: 67 FR 47146, July 17, 2002, unless
otherwise noted.
$112.8 Spill Prevention, Control, and' CouniermeasurePlanrequire-mentsfor onshore facilities (excludrng
production facilities).
lf vou are the owner or operator of an
..=lio." facilitv (excluding a produc-
tion facility), Ybu must:
(a) Meet ihe"general requirements for
the'Plan listel under Sll2'7, and the
soecific discharge prevention and con-
tui.,-".',t p.ocedures listed in this sec-
tion.(b) Facility drainage' (l) Rcstrain
rlrainape from diked storage areas by
valves"to prevent a discharge in^to thc
drainage system or facility effluent
treatm-ent system' except where facil-
itv svstems are designed to control
s,ich lischa.ge. You may empty diked
areas bv pumps or e.iectors: however'
you -iti manuallY activate these-pr-p" or ejectors and must inspect^the
tond'ition "of tf," accumulation before
starting, to ensure no oil will be dis-
charged.
(Z)"Use valves of manual, ope-n.3.nd.
closed design, for the drainage of diked
areas. You may not use flapper-typ-e^
Jrain valves t6 drain diked areas' If
your facility drainage. drains directly
into a watercourse and not into an on-
site wastewater treatment plant' you
must inspect and may drain
uncontaminated retained stormwater'
as provided in paragraphs (c)(3)(ii)'
(iii), and (iv) of this section'
(3) Design facility drainage syst-elns
from undif,ed areas with a potential for
a discharge (such as where piping is Io-
40 CtR Ch. I (7-t-05 Edition)
cated outside containment walls or
where tank truck discharges may occur
outside the loading area) to flow into
oonJt, tueoons, o. &tchment basins de-
lignea to"retain oil or return it to the
faZi t itv. You must not locate
catchri-rent basins in areas subject to
periodic flooding.' (4) If facility drainage is not^engi-
neeied as in paragraph (b)(3) of this
;".ti.", equip the final discharge of all
ditches iniidb tne facility with a diver-
sion svstem that would, in the event ot
,., ,.,.,lo.tt.olled discharge' retain oil in
the facilitY.- (5) Where drainage waters are treated
in'more than one treatment unit and
such treatment is continuous' and
nrrmo transfer is needed, provide twolilftt' pt.,-pt and permanently install
at least one of the PumPs' Whatever
techniques you use, you must engineer
facilitv dralnage systems to prevent a
aiicrraige as d"esciibed in Sll2 l(b) in
case thlre is an equipment failure or
human error at the facilitY'
(c) Bulk storage containers' (1) Not use
a iontainer forlhe storage of oil unless
its material and construction are com-
;;1ibi" with the material stored and
tonditions of storage such as pressure
and temPerature.
(2) Construct all bulk storage con-
tainer installations so that you provide
a "".o.td..y means of containment for
fhl-entire iapacity of the largest single
container u.,d t.rffi.i"t't freeboard to
contain precipitation. You must ensure
that dik;d arbas are sufficiently imper-
vious to contain discharged oil Dikes'
containment curbs, and pits are corn-
monly employed for this purpose' You
may also use an alternative system
.o,i"itti.,g of a drainage trench enclo-
sure that-must be arranged so that any
.lir.hu.s. will terminate and be safely
confineE in a facility catchment basinfacilitY catchment basin
or holding Pond'-- (3i- N-ot allow drainage .of
,.,.t.,t.*i.r.ted rainwater from the
Jit"d u..u into a storm drain or dis-
charge of an effluent into an open wa-
terco"urse, lake' or pond, bypassing the
facilitv treatment system unless you:
(i) I(ormally keep the bypass valve
sealed closed.
(ii) Inspect the retained rainwater to
ensure that its presence will not cause
. Ji".hatg. as discribed in S 112'1(b)'
32
Envilonmenlol Proleclion AgencY
(iii) Open the bypass valve and reseal
it following drainage under responsible
supervision: and(ir; t<e"p adequate records of such
events, foi examPle, anY records re-
quired under permits issued in accord-
ance with ss 122.41(i)(2) and 122 41(m)(3)
of this chapter.
(4) Protect anY comPletelY buried
metallic storage tank installed on or
after January 10, 1974 from corrosion
by coatings or cathodic protection
compatible with local soil conditions'
You must regularlY leak test such
completely buried metallic storage
tanks.(5) Not use PartiallY buried or
bunkered metallic tanks for the stor-
age of oil, unless you protect the bur-
ied section of the tank from corrosion'
You must protect partially buried and
bunkered tanks from corrosion bY
coatings or cathodic protection com-
patible with local soil conditions.- (6) Test each aboveground container
for integrity on a regular schedule, and
whenever you make material repairs.
The frequency of and type of testing
must take into account container size
and design (such as floating roof, skid-
mounted, elevated, or partially buried)'
You must combine visual inspection
with another testing technique such as
hydrostatic testing, radiographic test-
irig. ultrasonic testing, acoustic emis-
sio-ns testing, or anolher system of
non-destructive shell testing. You
must keep comparison records and you
must also inspect the container's sup-
ports and foundations. In addition, you
irrust frequently inspect the outside of
the container for signs of deteriora-
tion, discharges, or accumulation of oil
inside diked areas. Records of inspec-
tions and tests kept under usual and
customary business practices will suf-
fice for purposes of this paragraph.
(7) Control leakage through defective
internal heating coils by monitoring
the steam return and exhaust lines for
contamination from internal heating
coils that discharge into an open wa-
tercourse, or pass the steam return or
exhaust lines through a settling tank,
skimmer, or other separation or reten-
tion system.
(8) Engineer or update each container
installalion in accordance with good
engineering practice to avoid dis-
s r r2.8
charges. You must provide at least one
of the following devices:
(i) High liquid level alarms with an
.r,,.lible o. visual signal at a constantly
attended operation or surveillance sta-
tion. In smaller facilities an audible air
vent may suffice.
(ii) High liquid level pump cutoff de-
vices sei to stoP flow at a Predeter-
mined container content level.
(iii) Direct audible or code signal
communication between the container
gauger and the PumPing station.- (iv) A fast response system for dete-r-
mining the liquid level of each bulk
storagi container such as digital com-
puteri, telePulse, or direct vision
garges. If you use this alternative, a
[".to., must be Present to monitor
grrg"" and the overall filling of bulk
storage containers'
(v) You must regularlY test liquid
level sensing devices to ensure proper
operation.
(9) Observe effluent treatment facili-
ties frequently enough to detect pos-
sible svstem upsets that could cause a
dischaige as described in S ll2.l(b).
(10) Promptly correct visible dis-
charges whiih -result in a loss of oil
frorn-the container, including but not
limited to seams, gaskets, PiPing'
pumps, valves, rivets, and bolts' You
must promptly remove any accumula-
tions of oil in diked areas.
(ll) Position or locate mobile or port-
able oil storage containers to prevent a
discharge as described in Sll2.l(b)' You
must fuinish a secondary means of con-
tainment, such as a dike or catchment
basin, sufficient to contain the capac-
itv of the largest single compartment
oi container with sufficient freeboard
to contain PreciPitation.
(d) Facility transfer operations, Plnp-
ing, and facility process' (l) Provide bur-
iei piping thai js installed or replaced
on or-after August 16' 2002' with a pro-
tective wraPPing and coating. YoY
must also citnoaicatty protect such
buried piping installations or otherwise
satisfy the dorrosion protection stand-
ards ior piping in part 280 of this chap-
ter or a'Sfate program approved under
part 281 of this chipter. If a section of
buried line is exposed for any reason,
you must carefully inspect it for dete-
iioration. Ifyou find corrosion damage'
33
s r r2.9
you must undertake additional exam-
ination and corrective action as indi-
cated by the magnitude of the damage'
(2) Cap or blank-flange the terminal
connection at the transler point and
mark it as to origin when piping is not
in service or is in standby service for
an extended time.
(3) Properly design pipe supports to
minimize abrasion and corrosion and
allow for expansion and contraction'
(4) Regularly inspect all aboveground
.r.ir.t, [lpi.,g, and appurtenances Dur-
ins the'inspe;tion you must assess the
ge-neral condition of items' such as
hange joints, expansion joints'. valve
plants ind bodies, catch pans, pipeline
L.,ppott", locking of valves. and metal
.'..,ii..et. You must also conduct integ-
ritv and leak testing of buried piping
at the time of installation' modifica-
tion, construction, relocation, or re-
olacement.
(5) Warn all vehicles entering the fa-
ciiiiy to be sure that no vehicle will
endainger aboveground piping or other
oil transfer oPerat ions.
S112.9 Spill Prevention, Control, and' Count-ermeasurePlanrequirementsior onshore oil production facilities'
lf you are the owner or operator of an
orttio." production facility' you mu^st:
(a) Meet the general requirements for
the Plan listed under $112 7' and the
specific discharge prevention and con-
tainment procedures listed under this
section.
(b) Or1 production facility drainage (l).
At iank batteries and separation and
treating areas where there is a reason-
able po"ssibility of a discharge as de-
scribed in S 112.1(b), close and seal at all
times drains of dikes or drains of
equivalent measures required. under
Sf12.7(c)(1), except when draining
uncontaminated rainwater. Prior to
drainage, you must inspect the.diked
r.". ,id iake action as Provided in
Sll2.8(c)(3)(ii), (iii), and (iv). You must
i"-or" accumulated oil on the rain-
water and return it to storage or dis-
pose of it in accordance with legally
aooroved methods.'iz) Inspect at regularly scheduled in-
tervals field drainage systems (such as
drainage ditches oi road ditches), and
oil traps, sumps' or skimmers, for an
accrmulation of oil that may have re-
40 CFR Ch. I (7-l{5 Edition)
sulted from any small discharge' You
must promptly remove any accumula-
tions of oil.
(c) Oil production facility bulk. storage
co'niaineri. (l) Not use a container for
the storage of oil unless its material
and constluction are compatible with
the material stored and the conditions
of storage.
(2) Provide all tank battery' separa-
tion, and treating facility installations
with a secondary means of contain-
ment for the entire caPacitY of the
largest single container and sufficient
freEboard t6 contain precipitation' You
must safelY confine drainage from
undiked areas in a catchment basin or
holding pond
(l) pliiodically and upon a regular
schedule visually inspect each con-
tainer of oil for deterioration and
maintenance needs, including the foun-
dation and support of each container
that is on or i6ove the surface of the
ground.
(4) Engineer or uPdate new and old
tani< baitery installations in accord-
ance with good engineering practice.to
o..r".,a diichargesi. You riist provide
at least one of the following:it least one of t
(i) Container capacity adequate to as-
sure that a contai.ter will not overfill if
a pumper/gauger is delay-ed in making
regu laily scheduled rounds'
(ii) Overflow equalizing lines between
containers so that a full container can
overflow to an adjacent container'
(iii) Vacuum protection adequate to
Drevent container collapse during a
ilpeline run or other transfer of oil
from the container.
(iv) High level sensors to generate
and 'tranimit an alarm signal to the
comDuter where the facility is subject
to a computer production control sys-
tem.
(d) Facility transfer operations, -oil pro-.
duciion faiitity (l) Periodically and
uDon a ree,liar schedule inspect all
.to'r.g.o,.rt"d valves and piping associ-
ated ilrith transfer operations for the
seneral condition of flange joints'
ialve glands and bodies. drip pans' pipe
.,.,ppoitt, PumPing welt Polish rod
stuiFing boxes, bleeder and gauge
valves, and other such items'
(2) Inspect saltwater (oil field brine)
diiposal' facilities often, particularly
34
Environmentol Proleclion Agency
following a sudden change in atmos-
nheric tEmoerature, to detect possible
!yrt"* upslts capable of causing a dis-
charge.(3)ilave a program of flowline main-
tenance to pre-vent discharges from
each flowline.
A 112.10 Spill Prevention, Control' and'' Counte-rmeasurePlanrequirements
for onshore oil drilling and
workover facilities.
Ifyou are the owner or operator of an
o.t.tio.u oil drilling and workover facil-
itv. vou must:
iai ueet the general requirements
lisied under St12.7, and also meet the
soecific discharge prevention and con-
tlinment procedur-es listed under this
section.
(b) Position or locate mobile drilling
or workover equipment so as to Pre-
vent a dischirge as described in
slr2.1(b)." -G) Fioviae catchment basins or di-
.r"i"lo., structures to intercept and
contain discharges offuel, crude oil' or
oily drilling fluids.
fil Instill a blowout Prevention
tebF) assemblv and well control sys-
iem 'befo.e drilling below any casing
strins or during wbrkover operations'
ihe "eop .t".,iblv and well control
ivstem must be capable of controlling
a'nv well-head pressure that may be en-
coirntered while that BOP assembly
and weff control system are on the
well.
t112.11 Spill Prevention, Control, and
Countermeasure Plan requifements
for offshore oil drilling' productron'
or workover facilities'
lf vou are the owner or operaLor of an
offshore oil drilling, production' or
workover facilitY' You must:
(a) Meet the general requirements
listed under S112.7' and also meet the
soecific discharge prevention and con-
tlinment p.ocedures listed under this
section.
(b) Use oil drainage collection equip-
-..,t to prevent an-d control small oil
Jitch..g.s around PumPs glands'
valves, "fl a.tg"t, expansion joints, hoses'
drain lines,-separators, treaters' tanks'
and associated equipment' You must
control and direct facility drains to-
ward a central collection sump to pre-
vent the facility from having a dis-
stl2.ll
charge as described in Sll2'1(b)' Whe-re
drairis and sumps are not practicable'
you must ."-o*'u oil contained in col-
iection equiPment as often as nec-
essary to Prevent overflow'
(c) For facilities employing a- sump
svstem, provide adequately sized sump
a-nd drains and make available a spare
Dumo to remove liquid from the sump
and'assure that oil does not escape'
You must employ a regularly scheduled
preventive m.i.ri..,a.,ie inspection and
testing program to assure reliable op-
eratio; -of the liquid removal system
and pump start-up device' Redundant
automatic sump pumps and control de-
vices may be required on some installa-
tions.
(d) At facilities with areas where sep-
..r[o., and treaters are equipped with
Jr-p ,.l,r"s which predominantly fail
in the closed position and where pollu-
tion risk is high' specially equip the fa-
cilitv to prev-ent the discharge of oil'
iou'-trt,' prevent the discharge of oil
by:
(1) Extending the flare line to a diked
area if the seParator is near shore;
(2) Equipping the separator.-with a
high liqlidlevel sensor that will auto-
-Iti.ufly shut in wells producing to
the separator; or
(3) Installing parallel redundant
dump valves.
(e) EquiP atmosPheric storage or
,rrig" .o.ttii.,ers wiih high liquid level
"".,Ii.tg devices that activate an alarm
or con-trol the flow' or otherwise pre-
vent discharges.
(f) Equip pressure containers with
higir and io* p.e""u.e sensing devices
thZt activate in alarm or control the
flow.
(g) Equip containers with suitable
corrosion Protection.
(h) Prepare and maintain at the facil-
ity a wriiten procedure within the Plan
fo"r inspecting and testing pollution
preventlon equipment and systems'
(i) Conducf testing and inspection of
the pollution prevention equipment
and systems at ahe facility on a sched-
uled ieriodic basis' commensurate with
the tomplexity, conditions' and cir-
cumstanies of the facilitY and anY
other appropriate regulations' You
35
s r r2.r2
must use simulated discharges for test-
ing and inspecting human and equip-
ment pollution control and counter-
measure systems.
(j) Describe in detailed records sur-
faJe and subsurface well shut-in valves
and devices in use at the facility for
each well sufficiently to determine
their method of activation or control'
such as pressure differential' change in
fluid or flow conditions, combination
of pressure and flow, manual or remote
control mechanisms.
(k) Install a BOP assemblY and well
control system during workover oper-
ations and before drilling below any
casing string. The BOP assembly and
well Jontroliystem must be capable of
controlling any well-head pressure that
may be encountered while the BOP as-
sembly and well control system are on
the well.
(l) Equip all manifolds (headers) with
check valves on individual flowlines'
(m) EquiP the flowline with a high
pressure- sensing device and shut-in
valve at the wellhead if the shut-in
well pressure is greater than the work-
ing pressure of the flowline and mani-
fol-d'valves up to and including the
header valves. Alternatively you may
provide a pressure relief system for
flowlines.
(n) Protect all piping appurtenant to
the facility from corrosion, such as
with protective coatings or cathodic
protection.
(o) Adequately protect sub-marine
piping appurtenant to the facility
ug"i"it environmental stresses and
other activities such as fishing oper-
ations.
(p) Maintain sub-marine piping ap-
purtenant to the facility in good oper-
iting condition at all times You must
periJdically and according to a- sched-
LI" i.,"p".t or test such piping-for fail-
ures. You must document and keeP a
record of such inspections or tests at
the facilitY.
40 CFR Ch. I (7-l-05 Edition)
Suboorl C-Requiremenls for Ani-----mol Fois' ond Oils ond
Gleoses, ond Fish ond Moline
Mommol Oils; ond for Vege-
toble Oils, including Oils from
Seeds, Nuls, Fruils, ond Ker-
nels.
SouRCE: 67 FR 5?149, July 17, 2002' unless
otherwise noted.
{112.12 Spill Prevention, Control, and' - - Co..t t"it teasure Plan require-ments
for onshore facilities (excludlng
production facilities)
lf vou are the owner or operator of an
o.lr(o." facility (excluding a produc-
tion facilitY)' You must:
(a) Meet ihe general requirements for
thl'Plan listeI under Sll2'7, and the
soecific discharge prevention and con-
tainment procedures tisted in this sec-
tion.
(b) Facility drainage. (l) Restra.in
drainage from diked storage areas by
valves"to prevent a discharge in-t-o the
drainage system or facility effluent
treatm;nt system' except where facil-
ity systems" are designed to control
s,ich iischarge. You may empty diked
areas by pumps or ejectors; however'
v()u -""i manuallY act ivate these
'rrr-o, or eiectors and must inspect the
iondition "of tft. accumulation before
starting, to ensure no oil will be dis-
charged.
(2) Use valves of manual' open.a-nd.
closed design' for the drainage of diked
areas. You may not use flapper-typ-e^
Jrain valves to drain diked areas lf
your facility drainage- drains directly
into a watercourse and not into an on-
site wastewater treatment plant' you
must inspect and may drain
uncontaminated retained stormwater'
subiect to the requirements of para-
g.""ptt (c)(3)(ii)' (iii), and (iv) of this
section.
(3) Design facility drainage syst-elns
from undif,.ed areas with a potential for
a discharge (such as where piping--is lo-
cated oulside containment walls or
where tank truck discharges may occur
outside the loading area) to flow into
oonds. lagoons' or catchment basins de-
ligned to retain oil or return it to the
fuZitity. You must not locate
36
Envilonmenlol Ploleclion AgencY
catchment basins in areas subiect to
periodic flooding.' (4) If facility drainage is not -engi-neered as in paragraph (b)(3) of this
section, equip the final discharge of all
ditches iniide the facility with a diver-
sion s.ystem that would' in the event of'
an unlontrolled discharge, retain oil in
the facility.
(5) Where drainage waters are treated
in'more than one treatment unit and
such treatment is continuous, and
pump transfer is needed, provide tw.o:'liftt' pr*p. and permanently install
at least one of the PumPs. Whatever
techniques you use, you must engineer
facility drainage systems to prev-ent-a
discha"rge as desciibed in S112.1(b) in
case th-ere is an equipment failure or
human error at the facilitY.
(c) Butk storage containers. (l) Not use
a container forlhe storage of oil unless
its material and construction are com-
patible with the material stored and
ionditions of storage such as pressure
and temperature.
(2) Construct all bulk storage con-
tainer installations so that you provide
a secondary means of containment for
the entire iapacity of the largest single
container and sufficient freeboard to
contain precipitation. You must ensure
that diked areas are sufficiently imper-
vious to contain discharged oil' Dikes'
containment curbs, and pits are com-
monly employed for this purpose' You
mav also use an alternative system
corisisting of a drainage trench enclo-
sure that must be arranged so that any
discharge will terminate and be safely
confinel in a facility catchment basin
or holding pond.
(3) N"ot allow drainage .of
uncontaminated rainwater from the
diked area into a storm drain or dis-
charge of an effluent into an open wa-
tercJurse, lake, or pond' bypassing the
facility treatment system unless you,:
(i) NormallY keeP the bYPass valve
sealed closed.(ii) Inspect the retained rainwater to
ensure that its presence will not cause
a discharge as described in Sl12.l(b)'
(iii) Op6n the bypass valve and reseal
it ioitowing drainage under responsible
supervision; and(ir) x."p adequate records of such
events, foi example' any records re-
quired under permits issued in accord-
s I12.12
ance with SS 122.41(j)(2) and 122'41(m)(3)
of this chapter.
(4) Protect any completely - buried
metallic storage tank installed on or
after January 10, 1974 from corrosion
bv coatinqs or cathodic protection
compatiblJ with local soil conditions'
You must regularlY leak test such
completely buried metallic storage
tanks.
(5) Not use PartiallY buried or
bunkered metallic tanks for the stor-
age of oil, unless you protect the bur-
idd section of the tank from corrosion'
You must protect partially buried and
bunkered tanks from corrosion bY
coatings or cathodic protection com-
patible with local soil conditions'
(6) Test each aboveground container
for integrity on a regular schedule' and
whenev6r you make material repairs'
The frequency of and type of testing
must take into account container size
and design (such as floating roof, skid-
mounted] elevated, or partially buried)'
You must combine visual inspection
with another testing technique such as
hydrostatic testing, radiographic test-
irig, ultrasonic testing, acoustic emis-
sidns testing, or another system ot
non-destructive shell testing' You
must keep comparison records and you
must also inspect the container's sup-
ports and foundations. In addition' you
must frequently inspect the outside of
the contiiner for signs of deteriora-
tion, discharges' or accumulation of oil
inside diked areas. Records of inspec-
tions and tests kept under usual and
customary businesi practices will suf-
fice for purposes of this paragraph'
(7) Control leakage through defective
internal heating coils by monitori-ng
the steam return and exhaust lines for
contamination from internal heating
coils that discharge into an open wa-
tercourse, or pass the steam return or
exhaust lines through a settling tank'
skimmer, or other separation or reten-
tion system.
(8) Engineer or update each container
installalion in accordance with good
engineering practice to avoid dis-
chirges. You must provide at least one
of the following devices:
(i) High liquid level alarms with an
,,rdibl.i. visual signal at a constantly
37
I
s I r2.13
attended operation or surveillance sta-
tion. In smaller facilities an audible air
vent may suffice.
(ii) HiAh liquid level pump cutoff de-
vices sei to stoP flow at a Predeter-
mined container content level'
(iii) Direct audible or code signal
communication between the container
gauger and the PumPing statio^n'" (i;) A fast response system for dete.r-
mining the liquid level of each bulk
storagi container such as digital com-
puter;. telePulse, or direct vision
gauges. If you use this alternative a
i".io., muit be Present to monitor
lrtrg.t and the overall filling of bulk
storage containers.
(v) "You must regularly test liquid
level sensing devices to ensure proper
ooeration.
(9) Observe effluent treatment facili-
ties frequently enough to detect pos-
sible svstem upsets that could cause a
dischaige as described in S ll2 l(b)'
(10) Fromptly correct visible dis-
charges whiih -result in a loss of oil
from-the container, including but not
limited to seams, gaskets, PiPing'
oumos. valves, rivets, and bolts' You
-,r"i p.o-ptly remove any accumula-
tions of oil in diked areas.
(ll) Position or locate mobile or port-
able oil storage containers to prevent a
discharge as described in Sl12 l(b) You
must fu-rnish a secondary means of con-
tainment, such as a dike or catchment
basin, sufficient to contain the capac-
ity of the largest single compartment
oi container with sufficient freeboard
to contain PreciPitation.(d) Facility transfer operations, Pltp'
ing,' and fac-ility process. (l) Provide- bur-
ieS.piping thit is installed or replaced
on or-after August 16,2002' with a pro-
tective wraPPing and coating' YoY
must also iitfroaically protect such
buried piping installations or otherwise
satisfy'the iorrosion protec^tion stand-
ards for piping in part 280 of this chap-
ter or a 'statJprogram approved under
part 281 of tfrij chapter. If a section of
buried line is exposed for any reason'
vou must carefully inspect it for dele-
iioration. If you find corrosion damage'
you must undertake additional exam-
ination and corrective action as indi-
cated bv the maqnitude of the damage
(2) Cip or blank-flange the terminal
connection at the transfer point and
40 CtR Ch. I (7-l-05 Edition)
mark it as to oriBin when piping is not
in service or is in standby service lor
an extended time.
(3) Properly design pipe supports to
minimize abrasion and corrosion and
allow for expansion and contraction'
(4) Regularly inspect all aboveground
valves. [iping' and appurtenances' Dur-
ing the'inspe:tion you must assess the
oe"neral condit ion of items' such as
fiange joints, expansion joints'. valve
plan?s "and bodies, catch pans, pipeline
3,rroo.,t, locking of valves, and metal
=r.iu."t. You must also conduct integ-
ritv and leak testing of buried piping
at'the time of installation' modifica-
tion, construction, relocation' or re-
olacement.' (5) Wu.t all vehicles entering the f9:
.iiiiv to be sure that no vehicle will
endinger aboveground piping or other
oil transfer oPerat ions.
ti112.13 Spill Prevention, Control, and
Counte]rmeasure Plan reqt'irements
for onshore oil production tecrlrtles'
lf vou are the owner or operator of an
o.trtio.. producLion facility, you mu^st:
(a) Meet the general requirements for
th; Plan listed under Sll2.7, and the
soecific discharge prevention and con-
tlinment p.ocedut-"s listed under this
section.
(b) Oil production facility drainage' (1),
Ai iank batteries and separation and
treating areas where there is a reason-
abte oo"ssibilitv of a discharge as de-
icriutja in S I 12. I (b), close and seal at all
lim"" d.ri.ts of dikes or drains of
equivalent measures required. under
Silz.z(c)(l), except when draining
uncontaminated rainwater' Prior to
drainage, you must inspect the .dikedarea a"nd iake action as provided in
S112.12(c)(3)(ii), (iii), and (iv)' You must
i"-or" accumulated oil on the rain-
water and return it to storage or dis-
pos" of it in accordance with legally
aooroved methods.'(2; l.ttp".t at regularly scheduled in-
teivals field clrainage systems (such as
drainage ditches or road ditches)' and
oil traPs, sumPs' or skimmers' for an
accumulation of oll that may have re-
sulted from any small discharge You
must promptly remove any accumula-
tions of oil.
(c) Oil production facility bulk storage
co'niaineri' (l) Not use a container for
38
holding pond.
(3) PeriodicallY
schedule visuallY
tainer of oil for
maintenance needs,
dation and suPPort
that is on or above
and upon a regular
inspect each con-
deterioration and
including the foun-
of each container
the surface of the
Environmenlol Proleclion AgencY
the storage of oil unless its material
and construction are compatible with
the material stored and the conditions
of storage.
(2) Provide all tank battery' separa-
tion, and treating facility installations
with a secondarY means of contain-
ment for the entire capacity of the
largest single container and sufficient
fre6board to contain precipitation' You
must safelY confine drainage from
undiked areas in a catchment basin or
s I 12.15
(3) Have a Program of flowline main-
tenance to -prevent discharges from
each flowline.
!i112.14 Spill Prevention, Control, and
Countermeasure Plan requirements
for onshore oil drilling and
workover facilities.
ll vou are the owner or operator of an
o.,rtio." oil drilting and workover facil-
ity, you must:
(a) Meet the general requirements
listed under Sll2.7, and also meet the
soecific discharge prevention and con-
tainment proced,rres listed under this
section.
(b) Position or locate mobile drilling
or workover equiPment so as to Pre-
vent a dischirge as described in
s I 12.1 (b).
(c) Provide catchment basins or di-
version structures to intercept and
contain discharges of fuel' crude oil, or
oily drilling fluids.
(d) Install a blowout Preve-ntion
(gOF) assembly and well control sys-
tem before drilling below any casing
string or during workover operations'.Ifre bOP atse-blY and well control
system must be capable of controlling
a"ny well-head pressure that may be en-
cointered while that BOP assemblY
and well control system are on the
t112.15 Spill Prevention, Control, and
Countermeasure Plan requirements
for offshore oil drilling, production'
or workover facilities.
Ifyou are the owner or operator of an
offstiore oil drilling, production, or
workover facilitY, You must:
(a) Meet the general requirements
listed under Sll2J, and also meet the
specific discharge prevention and con-
tainment procedures listed under this
section.
(b) Use oil drainage collection equip-
ment to prevent and control small oil
dischargei around PumPS' glands'
valves, Tl.t g.", expansion joints, hoses'
drain lines,leparators, treaters, tanks'
and associated equipment You must
control and direct facility drains to-
ward a central collection sump to pre-
vent the facility from having a dis-
charge as described in Sll2.l(b)' Where
drairis and sumps are not practicable'
39
ground.
(4) Engineer or uPdate new and old
tank baitery installations in accord-
ance with good engineering practice to
prevent diJcharges. You must provide
at least one of the following:
(i) Container capacity adequate to as-
sure that a container will not overfill if
a pumper/gauger is delayed in making
regularly schedu Ied rounds.
(ii) Overflow equalizing lines between
containers so that a full container can
overflow to an adjacent container'
prevent container collapse during a
pipeline run or other transfer of oil
from the container.
(iv) High level sensors to generate
and tranimit an alarm signal to the
computer where the facility is subject
l:f,."-O"aer
production control svs-
(d) Facility transfer operations' oil pro-,
duction faiility. (l) Periodically and
upon a regul-ar schedule inspect all
.borr.g.or.td valves and piping associ-
ated with transfer operations for the
general condition of flange ioints,
ialve glands and bodies, drip pans, pipe
r,rppoitt, pumPing well Polish rod
stuffing boxes, bleeder and gauge
valves, and other such items.
(2) Inspect saltwater (oil field brine)
disposal facilities often, particularly
following a sudden change in atmos-
oheric temperature. to detect possible
l.yrt"rn upsets capable of causing a dis-
charge.
(iii) Vacuum protection adequate to well.
I
s r r2.20
you must remove oil contained in col-
iection equiPment as often as nec-
essary to Prevent overflow
(c) For facilities employing a- sump
svstem, provide adequately sized sump
a'nd drains and make available a spare
Dump to remove liquid from the sumP
and'assure that oil does not escape'
You must employ a regularly scheduled
preventive mii.,tena.rce inspection and
iesting program to assure reliable op-
eratio-n
-of the liquid removal system
and pump start-up device. Redundant
automati-c sump pumps and control de-
vices may be required on some installa-
tions.
(d) At facilities with areas where sep-
...io.. and treaters are equipped with
dump valves which predominantly fail
in the closed position and where pollu-
tion risk is high, specially equip the fa-
cilitv to p.e'ri.,t the discharge of oil'
You-must'prevent the discharge of oil
by,
(l) Extending the flare line to a diked
area ifthe seParator is near shore;
(2) Equipping the separator..with a
high liqliaievel sensor that will auto-
-Iti".ily shut in wells producing to
the separator; or
(3) Installing parallel redundant
dump valves.
(e) EquiP atmosPheric storage or
surge contiiners wiih high liquid level
"".rIi.,g devices that activate an alarm
or control the flow, or otherwise pre-
vent discharges.
(f) Equip pressure containers with
hiph and iow pressure sensing devices
thZt activate an alarm or control the
flow.
(g) Equip containers with suitable
corrosion Protection.
(h) Prepare and maintain at the facil-
ity a wriiten procedure within the Plan
foi inspecting and testing pollution
prevention equipment and systems'
(i) Conducl testing and inspection of
the oollution prevention equipment
and systems at ihe facility on a sched-
uled ieriodic basis. commensurate with
the tomplexity, conditions, and cir-
cumstanies of the facilitY and anY
other appropriate regulation-s You
must use simulated discharges for test-
ing and inspecting human and equip-
m6nt pollution control and counter-
measure systems.
40 CFR Ch. I (7-l-05 Edition)
(i) Describe in detailed records sur-
fac% and subsurface well shut-in valves
and devices in use at the facility for
each well sufficiently to determine
tfrei. -etf,oa of activition or control'
such as pressure differential, change in
fluid or flow conditions, combination
of pressure and flow, manual or remote
control mechanisms
(k) Install a BOP assemblY and well
control svstem during workover oper-
ations arid before drilling below any
casing string. The BOP assembly-and-
well Jontrol"system must be capable of
controlling arSz well-head pressure that
mav be eniouitered while that BOP as-
r".ibly and well control system are on
the well.
(l) Equip all manifolds (headers) with
check valves on individual flowlines'- fm) EouiP the flowline with a high
.r..rrtla"' sensinq device and shut-in
lvalve at the wEllhead if the shut-in
well oressure is qreater than the work-
ing pressure of the flowline and mani-
foid'valves up to and including the
header valves. Alternatively you may
provide a pressure relief system for
flowlines.
(n) Protect all piping appurtenant to
the facility from corrosion, sucrl as
with protective coatings or cathodic
Drotection.' (o) Adequately protect sub-marine
piping appurtenant to the facility
lr'ri"-st Lnvironmental stresses and
oiher activities such as fishing oper-
ations.(o) Maintain sub-marine piping ap-
ouitenant to the facility in good oper-
Ltine condition at all times You must
periSdically and according to a sched-
Ll" i.,tp".i or test such piping.for fail-
,r."". Yo, must document and keeP a
record of such inspections or tests at
the facilitY'
SubPorl D-ResPonse-Requiremenls
$ 1f2.20 FacilitY resPonse Plans'
(a) The owner or operator of any non-
trinsportation-relatLd onshore facility
that, because of its location, could rea-
sonably be expected to cause substan-
tial hirm to the environment by dis-
charging oil into or on the navigable
*"t"?t -or adjoining shorelines shall
prepare and submit a facility response
40
Envilonmenlol Ploleclion Agency
plan to the Regional Administrator'
according to the following provisions:
(t) Forlhe owner or oPerator of 1f3-ciiity in operation on or before Feb-
..r.ry t8, 1b93 who is required to Pre-
oare and submit a response plan under
bg u.s.c. t32l(i)(5). the oil Pollution
Act of 1990 (Pub. L. 101-380, 33 U'S C'
27Ol et seg.) requires the submission of
a resDonse plan that satisfies the re-
ouireinents 'of 33 U.S C. l32l (i)(5) no
tlrer than FebruarY 18. 1993'
(i) The owner or operator of an exist-
ins facilitv that was in operation on or
t"%.. F"5.,-rarv 18. 1993 who submitted
a response Plan bY FebruarY 18' 1993
ihall |evise ih" ..spo.,"e plan to satisfy
the requirements oi this section and re-
submit the response plan or updated
portions ofthe iesponse plan-to the Re-
gional Administrator by February 18'
1 995.
(ii) The owner or operator of an exist-
ins'facilitv in operation on or before
Fetruar.y ia. tssr who failed to submit
. ..rpoir. Plan bY FebruarY 18' 1993
shall prepare and submit a response
otu" thut'satisfies the requirements of
ihis section to the Regional Adminis-
trator before August 30, 1994'
(2) The owner or operator of a facility
in operation on or after August 30' 199.4
that satisfies the criteria in paragraph
(0(f) of this section or that is notified
trv the Reeional Administrator pursu-
u'tt to paiagraph (b) of this section
shall prepare and submit a facility re-
,po.rt" pian that satisfies the require-
ments of this section to the Regional
Administrator.
(i) For a facility that commenced op-
erations after February 18 1993 but
prior to August 30. 1994, and is required
to p."p.." 6nd submit a response p^la-n
UarLa b.t the criteria in paragraph (f)(l)
of this section, the owner or operator
shall submit the response plan or up-
dated portions of the response pla.n'
along with a completed version of the
.""p5.rr" plan cover sheet contained in
Appendix'F to this Part, to the Re-
gional Administrator prior to August
30, 1994.
(ii) For a newly constructed facility
that commences operation after Au-
gust 30, 1994' and is required to prepare
Xnd submit a response plan based ,on
the criteria in paiagraph (fl(l) of this
section, the owner or operator shall
s I t2.20
submit the response plan, along with a
comoleted ,r"ttio, of the response plan
cover sheet contained in Appendix F to
this part, to the Regional Adminis-
tratoi prior to the start of operations
(adiustments to the response plan to
iefi.ct changes that occur at the facil-
itv durine. ih" tta.t-up phase of oper-
at-ions mlst be submitted to the Re-
eional Administrator after an oper-
Xtional 1 rial Period of 60 daYs) '
(iii) For a facility required to^prepare
and submit a response plan after Au-
gust 30, 1994, as a result of a planned
Ihung" in design, construction' op9r-
ationl or maintenance that renders the
facility subject to the criteria in para-
sraph-(0(t) of this section' the owner
5r operator shall submit the response^
oi..,l utong with a completed version of
the ."spo.,te Plan cover sheet con-
tained in Appendix F to this part' to
the Regionai Administrator before the
portion" of the facility undergoing
th..tg" commences operations (adj,ust-
ment"s to the response plan to refl-ect
changes that occur at the facility dur-
ing Ihe start-up phase of operations
-i"t U" submitted to the Regional Ad-
ministrato. after an operational trial
period of 60 daYs).
(iv) For a facility required to^prepare
and submit a response plan after Au-
sust 30, 1994. as a result of an un-
Elr.rned event or change in facility
iharacteristics that renders the facil-
ity subject to the criteria in paragraph
(0(l) of this section, the owner or oper-
.ior shall submit the response plan'
along with a completed version of the
."roo'ats" plan cover sheet contained in
Appendix'F to this part' to. the Re-
gional Administrator within six
ironths of the unPlanned event or
change.
(3) In the event the owner or operator
of a facility that is required to prepare
ancl submit a response plan uses an aL-
ternative formula that is comparable
to one contained in Appendix C to this
Dart to evaluate the criterion in para-
lraph (fl(l)(ii)(B) or (fl(l)(ii)(C) of..this
5".iio.,, the owner or operator shall at-
tach documentation to the response
olan cover sheet contained in Appendix
F to this part that demonstrates the
ieliability Lnd analytical soundness of
the alternative formula'
4l
s r r2.20
(4) Preparation and submission of re'
spons" piuns-Animal fat and vegetable^
iil faciiities. The owner or operator of
any non-transportation-related facility
thit handles, stores, or transports ani-
mal fats and vegetable oils must pre-
pare and submit a facility response
olan as follows:' (i) Facilities with approved plans The
owner or operator of a facility with a
facility response plan that has been ap-
p.o'r"d under paragraph (c) of this sec-
tion by July 31, 2000 need not prepare
or sub"mit a revised plan except as oth-
erwise required by paragraphs (b)' (c)'
or (d) of this section.
(ii) Facilities with plans that have been
submitted to the Regional Administator'
Except for facilities with aPpfgYgg
plans as provided in paragraph (a)(a)(i)
bf this section. the owner or operator
of a facility that has submitted a re-
sponse plan to the Regional Adminis-
tiator prior to July 3l' 2000 must re-
view the plan to determine if it meets
or exceeds the applicable provisions of
this part. An owner or operator.need
not piepare or submit a new plan.if the
exisiing plan meets or exceeds the ap-
plicablS provisions of this part. If the
nlan does not meet or exceed the appli-
table provisions of this part, thc-owner
or operator must prepare and submit a
new-plan bY SePtember 28' 2000
(iii) Newly regutated facilities The
owner or oPerator of a newlY con-
structed facility that commences oper-
ation after July 31, 2000 must prepar,e
and submit a pian to the Regional Ad-
ministrator in accordance with para-
graph (a)(2)(ii) of this section. The plan
must meet. or exceed the aPPlicable
provisions of this part. The owner or
Lo".uto. of an existing facility that
must prepare and submit a plan after
Julv 31, Zb00 as a result of a planned or
unp-lanned change in facility character-
istics that cauies the facility to be-
come regulated under paragraph- (fl(1)
of this s-ection, must prepare and sub-
mit a Plan to the Regional Adminis-
trator in accordance with paragraph
(a)(z)(iii) or (iv) of this section, as ap-
propriate. The plan must meet or ex-
ceed tfre applicable provisions of this
part.' (iv) Facitities amending existing plans'
The owner or operator of a facility. sub-
mitting an amended plan in accordance
40 CFR Ch. I (7-l-05 Edition)
with paragraph (d) of this section after
July'et, 2b00, including plans that had
bee"n previously approved, must also re-
view the plan to determine if it meets
or exceedi the applicable provisions of
this part. If the plan does not meet or
.".".d the applicable provisions of this
parl, the owner or operaLor must revise
and resubmit revised portions of an
amended plan to the Regional Adminis-
trator in iccordance with paragraph (d)
of this section, as appropriate' The
plan must meet or exceed the applica-
ble provisions of this Part.
(b)(l) The Regional Administrator
may at any time require the owner or
oDerator of any non-transportation-re-
lated onshore facitity to prepare and
submit a facility response plan under
this section after considering the fac-
tors in paragraph (0(2) of this sectio,n'
If such'a deteimination is made' the
Regional Administrator shall notify
the facility owner or operator in writ-
ing and shill provide a basis for the de-
teimination. If the Regional Adminis-
trator notifies the owner or operator in
writing of the requirement to prepare
and submit a response plan under this
section, the owner or operator ol the
facility shall submit the response plan
to the Regional Administrator within
six months of receipt of such written
notification.
(2) The Regional Administrator shall
..ri"* planJsubmitted by such- facili-
ties to determine whether the facility
could, because of its location, reason-
ably be expected to cause significant
and substantial harm to the environ-
ment by discharging oil into or on the
navigable waters or adjoining shore-
lines.
(c) The Regional Administrator shall
determine whether a facility could, be-
cause of its location, reasonably be ex-
pected to cause significant and sub-
stantial harm to the environment by
discharging oil into or on the navigable
waters "o.1d3oi.ri.,g shorelines' based
on the factorJ in pa.agraph (0(3) of this
section. If such a determination is
made, the Regional Administrator
shall notify the owner or operator of
the facilitY in writing and:
(1) Promptly review the facility re-
sponse plan;
42
Environmenlol Proleclion AgencY
(2) Require amendments to any re-
sponse p[an that does not meet the re-
quirements of this section:
(3) APProve any response Plan that
meets the requirements of this section;
and
(4) Review each response plan peri-
odically thereafter on a schedule estab-
Iished by the Regional Administrator
provided that the period between plan
ieviews does not exceed five years'
(d)(l) The owner or operator of a fa-
cility for which a response plan is re-
quirid under this part shall revise and
resubmit revised portions of the re-
sponse plan within 60 days of each fa-
.ility .'i-ru.,g" that materially may af-
fect the reJponse to a worst case dis-
charge, including:
(i) A change in the facility's configu-
ration that materially alters the infor-
mation included in the response plan;
(ii) A change in the tYPe of oil han-
dled, stored, or transferred that mate-
rially alters the required response re-
sources;(iii) A material change in capabilit ies
of'the oil spill removal organization(s)
that providi equipment and personnel
to reipond to- discharges o^f -oil de-
scribed- in paragraph (h)(5) of this sec-
tion;
(iv) A material change in- the facili-
ty'" spill Prevention and response
equipment or emergency response pro-
cedures; and
(v) Any other changes that ma^teri-
aliy affect the implementation of the
response plan.
(2) Except as provided in paragraph
(d)(l) of this section, amendments to
oersonnel and telephone number lists
included in the response Plan and a
change in the oil spill removal organi-
zation(s) that does not result in a ma-
terial change in support capabilities do
not require" approval by the Regional
Administrator. Facility owners or op-
erators shall provide a copy of such
changes to the Regional Administrator
as the revisions occur.
(3) The owner or operator of a facility
that submits changes to a response
plan as provided in paragraph (d)(l) or
ta)(z) of'tf,i" section shall provide the
EPA-issued facility identification num-
ber (where one has been assigned) with
the changes.
s I12.20
(4) The Regional Administrator shall
review for approval changes to a re-
sDonse olan submitted pursuant to
pl.ag.aph (d)(l) of this section for a fa-
tititv determined pursuant to para-
e.upi (f)(s) of this iection to have the
iottntial to cause significant and sub-
starrtial harm to the environment'
(e) If the owner or operator of a facil-
ity determines pursuant to paragraph
(ai(Z) of this section that the facility
could not, because of its location' rea-
sonably be expected to cause substan-
tial hirm to the environment by dis-
charging oil into or on the navigable
wateis "or adjoining shorelines' the
owner or op".Lto. shall complet" 1$maintain at the facility the certifi-
cation form contained in Appendix C to
this part and, in the event an alter-
nativ-e formula that is comparable to
one contained in APPendix C to this
Dart is used to evaluate the criterion in
parag.aph (0(l)(ii)(B) or (0(l)(ii)(C) of
this -seition, the owner or operator
shall attach documentation to the cer-
tification form that demonstrates the
reliability and analytical soundness of
the comfiarable formula and shall no-
tifv the Reqional Administrat or in
*.1t it g that an alternative formula
was used.
(0(l) A facility could, because of its
locaiion, reasonably be expected to
cause substantial harm to the environ-
ment by discharging oil into or on the
naviga6le waters or adjoining .t.Lot":
lines" pursuant to paragraph -(a)(2)^ofthis section, if it meets any of the fol-
lowing criteria applied in accordance
with "the flowchart contained in At-
tachment C-I to APPendix C to this
part:
(i) The facility transfers oil over
waier to or from vessels and has a total
oil storage capacity greater than or
equal to 42,000 gallons; or
(ii) The facility's total oil storage ca-
paciiy is greatei than or equal to I mil-
iion gatl<ms, and one of the following is
true:
(A) The facilitY does not have sec-
ondary containment for each above-
g.o.r.r-d storage area sufficiently large
Io contain the capacity of the larg€st
aboveground oil storage tank ^withineach storage area Plus sufficient
freeboard to allow for precipitation;
43
s r r2.20
(B) The facility is located at a dis-
tance (as calculated using the applg-
oriate formula in Appendix C to this
Lart or a comparable formula) such
lhat a discharge from the facility could
cause injury Io fish and wildlife and
sensitivd en"vironments. For further de-
scription of fish and wildlife and sen-
sitive environments, see Appendices I'
II, and III of the "Guidance for Facility
and Vessel ResPonse Plans: Fish and
Wildlife and Sensitive Environments"
(see Appendix E to this part, section.l3'
io. uvilt.bltityl and the applicable
Area Contingency Plan prepared pursu-
ant to section 3ll0)(4) of the Clean
Water Act;
(C) The facility is located at a dis-
tance (as calculated using the appro-
Driate formula in Appendix C to this
b.tt o. a comPara6le formula) such
ihut u discharge from the facilitY
would shut down a Public drinking
water intake; or
(D) The facility has had a reportable
oil discharge in an amount greater
than or eqrial to 10,000 gallons within
the last 5 Years.
(2)(i) Todetermine whether a facility
could, because of its location, reason-
ablv be cxpected to cause substantial
haim to the environment bY dis-
charging oil into or on the navigable
wateis or adjoining shorelines pursu-
ant to paragripfr (U) of this section, the
Regional A"clministrator shall consider
the following:
(A) TyPe of transfer oPeration;
(B) Oil storage caPacity;
(C) Lack of secondary containrnent :
iD) Proximity to fish and wildlife and
sensitive environments and other areas
determined by the Regional Adminis-
trator to possess ecological value;
(E) Proximity to drinking water in-
takes:
(F) Spill historY: and
(G) Other site-specific characteristics
and environmental factors that the Re-
gional Administrator determines to be
ielevant to protecting the environment
from harm by discharges of oil into or
on navigable waters or adjoining shore-
lines.(ii) Any person' including a member
of the public or any representative
from a Federal, State, or local agency
who believes that a facility subject to
this section could' because of its loca-
40 CFR Ch. I (7-l-05 Edition)
tion, reasonably be expected to cause
substantial harm to the environment
bv discharqinq oil into or on the navi-
s-able watFrs or ad.ioining shorelines
"mav oetition the Regional Adminis-
t.rioi to determine whether the facil-
itv meets the criteria in paragraph
tOtZltil of this section. Such petition
ifrait'inctude a discussion of how the
factors in paragraph (f)(2)(i) of this sec-
tion apply to [he facility in question'
The RA ihall consider such petitions
and respond in an appropriate amount
of time.
(3) To determine whether a facility
could, because of its location, reason-
ablv be expected to cause significant
ani substantial harm to the environ-
ment by discharging oil into or on the
naviga6le wateri oi adjoining shore-
Iines, the Regional Administrator may
.orl"ia". thelactors in paragraph (0(2)
of this section as well as the following:
(i) FrequencY ofPast discharges;
(ii) Proximity to navigable waters;
(iii) Age of oil storage tanks; and
(iv) Olher facility-specific and .Re-gion-specific information, including
Iocal impacts on Public health'
(g)(l) All facility response plans shall
be ionsistent with the requirements oI
ihe National Oil and Hazardous Sub-
rtu.,." Pollution Contingency Plan (40
CFR part 300) and applicable Area Con-
tingencv Plans prepared pursuant to
r".iion it t i;) (4) of the Clean water Act'
The facility response plan should be co-
ordinated with the local emergency re-
ipot". Plan develoPed bY the local
.L"tg..ty planning committee under
."1ti3., eo-S of fitte IIt of the Superfund
Amendments and Reauthorization Act
of 1986 (42 U.S.C. ll00l et seq') Upon re-
ouest. the owner or operator should
orovide a copy of the facility response
plu., to the lbcal emergency planning
committee or State emergency re-
sponse commission.
(2) The owner or oPerator shall re-
view relevant portions of the National
Oil and Hazaidous Substances Pollu-
tion Contingency Plan and applicatrle
Area Contin"ge.,."y Plan annually and' if
necessary, revise the facility response
plan to -ensure consistency with these
plans.
(3) The owner or oPerator shall re-
view and update the facility response
44
Environmentol Prolection AgencY
plan periodically to reflect changes at
the facility.
(h) A response plan shall follow the
format of the model facility-specific re-
soonse plan included in Appendix F to
tLis oait, unless you have prepared an
equivalent. ."spons. plan acceptable to
the Regional Administrator to meet
State oi other Federal requirements' A
resDonse plan that does not follow the
tp"tlfi"d ibrmat in Appendix F to this
oart shall have an emergency response
lction plan as specified in paragraptrs
(h)(f) oi this section and be supple-
-".rt"a with a cross-reference section
to identify the location of the elements
listed in- paragraphs (h)(2) through
(h)(10) of this section. To meet the re-
ouirements of this part. a response
olan shall address the following ele-
ments. as further described in Appen-
dix F to this part:
(l) Emergeicy response action plan'
The response Plan shall include an
emergency response action plan--in-.th.e
fo.-it specified in paragraphs (h)(1)(i)
through'(viii) of this section that is
maintained in the front of the response
plan, or as a separate document accom-
panylng the reiponse plan' and that in-
btud"s [he following information:
(i) The identitY and telePhont "qT:bei'of a qualified individual having full
authority, including contracting au-
thority, io implement removal actions:
(ii) ihe identity of individuals or or-
ganizations to be contacted in the
Event of a discharge so that immediate
communications between the qualified
individual identified in paragraph (h)(1)
of this section and the appropriate Fed-
eral officials and the persons providing
response personnel and equipment can
be ensured;(iii) A description of information to
pass to response personnel in the event
of a reportable discharge:
(iv) A description of the facility's re-
sponse equiPment and its location;- (v) A description of response per-
sonnel capabilities, including the du-
ties of peisons at the facility during a
response action and their response
times and qualifications ;
(vi) Plani for evacuation of the facil-
ity and a reference to community evac-
uition plans, as aPProPriate:
(vii) 'A descriPtion of immediate
measures to secure the source of the
s I12.20
discharge, and to provide adequate con-
iui.,-"Xt and drainage of discharged
oil; and
(viii) A diagram of the facilitY'
(Z) Facility information. The response
olan shall i6entify and discuss the loca-
iion and t.ype of the facility, the iden-
titv and tenure of the present owner
ani ooerator, and the identity of the
qualified individual identified in para-
graph (h)(l) of this section'
(3) Information about emergency, re-
sponse. The response plan shall include:
(i) The identity of private personnel
and equipment necessary to remove to
the maii-um extent Practicable a
worst case discharge and other dis-
.hu.g., of oil desciibed in paragraph
(h)(5) of this section' and to mitigate or
Drevent a substantial threat of a worst
tase discharge (To identify response re-
sources to meet the facility response
nlan requirements of this section' own-
lit o. dp"..tors shall follow Appendix
E to this Part or, where not aPPro-
priate, shali clearly demonstrate in the
'i"rpo.r"" plan why use of Appendix E of
this part'is not appropriate at the fa-
cility and make comparable arrange-
menfs for response resources);
(ii) Evidence of contracts or other ap-
proved means for ensuring the avail-
lultity of such personnel and equip-
ment:
(iii) The identity and the telephone
number of individuals or organizations
io be contacted in the event of a dis-
charge so that immediate communica-
tiorr"- b"t*".n the qualified individual
identified in paragraph (h)(l) of this
se( tion and the appropriate Federal ot-
ficial and the persons providing re-
sponse personnel'and equipment can be
ensured:
(iv) A description of information to
pass to response personnel in the event
of a reportable discharge;
(v) A descriPtion of response Per-
sonnel capabilities, including the du-
ties of peisons at the facility during a
response action and their response
times and qualifications;
(vi) A description of the facility's re-
sponse equipment, the location of the
equipment, and equiPment Lesting:-1rii; elans for evacuation of the facil-
ity and a reference to community evac-
uition plans, as aPProPriate;
45
s r 12.20
(viii) A diagram of evacuation routes;
and
(ix) A description of the duties of the
qualified inditidual identified in para-
graph (h)(1) of this section, that in-
clude:
(A) Activate internal alarms and haz-
ard communication systems to notify
all facilitY Personnel ;
(g) Notjfy all response personnel' as
needed;
(C) IdentifY the character' exact
source, amouht, and extent of the re-
lease, as well as the other items needed
for notification;
(D) Notify and provide necessary in-
foimation io the-appropriate Federal,
State, and local authorities with des-
isnated response roles' including the
N"ational Response Center, State Emer-
qency Response Commission' and Local
Emeigett.y Planning Committee:
(E) "Assets the interaction of the dis-
charged substance with water and/or
othei substances stored at the facility
and notify response personnel at the
scene of that assessment;
(F) Assess the Possible hazards to
human health and the environment due
to the release. This assessment must
consider both the direct and indirect
effects of the release (i.e., the effects of
anv toxic, irritating' or asphyxiating
saies that may be generated, or the ef-
Iects of any hazardous surface water
runoffs from water or chemical agents
used to control fire and heat-induced
explosion):
(G) Assess and implement prompt re-
moval actions to contain and remove
the substance released;
(H) Coordinate rescue and respons-e
..tio.tt as previously arranged with all
response personnel;
(i) Use authority to immediately ac-
cess company funding to initiate clean-
up activities; and'(J) Direct cleanup activities until
properly relieved of this responsibility'' (i) Uazard evaluation. The response
olan shall discuss the facility's known
Lr reasonablv identifiable history of
discharges rlportable under 40 CFR
oart 110" f,or the ent ire I ife of the facil-
itv and shall identify areas within the
facitity where discharges could o^ccuI
and w"hat the potential effects of the
discharges would be on the affected en-
vironm6nt. To assess the range of areas
40 CFR Ch. I (7-l-05 Edition)
Dotencially affected. owners or opera-
iors shall] where appropriate. consider
the distance calcullted in paragraph
(0(l)(ii) of this section to determine
*f,"ifr.. a facility could' because of its
location, reason-ably be expected to
cause substantial harm to the environ-
ment by discharging oil into or on the
naviga5le waters or adjoining shore-
I ines.
(5) Response planning levels' The re-
sponse pian shall include discussion ot
specific- Planning scenarios for:
(i) A worst case discharge, as cal-
culated using the appropriate work-
sheet in APPendix D to this Part' In
cases wheie the Regional Adminis-
trator determines that the worst case
discharge volume calculated by the fa-
.itity iJ not appropriate, the Regional
Administrator may specify the worst
case discharge amount to be used for
response planning at the facility' For
complexei, the worst case Planning
ouantitv shall be the larger of the
amouni calculated for each compo-
nent of the facilitY;
(ii) A discharge of 2,100 gallons- or
less. orovided that this amount is less
than 'the worst case discharge amount'
For complexes. this planning quantity
ihott b. ih" lu.g". of the amounts cal-
culated for eaci component of the fa-
cility; and
(iii) A discharge greater than 2,100
guilo.,t and less than o^r equal to 36'000
Eallons or l0 percent of the capacity ot
ihe largest tank at the facility' which-
ever is-less, provided that this amount
is less than the worst case discharge
amount. For complexes, this plalning
ouantitv shall be the larger of the
amount"s calculated for each compo-
nent of the facilitY.
(6) Discharge detection system1' The re-
sponse plan-shall describe the proce-
dl."s t.,d equipment used to detect dis-
charges.
(7) Plan implementation The response
plan shall describe:
(i) Response actions to be carried out
by faciliiy personnel or contracted per-
s6nnel under the response plan to en-
sure the safety of the facility and to
mitisate or prevent discharges de-
scrib"ed in paragraph (h)(5) of this sec-
tion or the sub-stantial threat of such
discharges;
46
Envilonmenlol Proleclion AgencY
(ii) A description of the equipment to
be used for each scenario;
(iii) Plans to dispose of contaminated
cleanup materials; and
(iv) Measures to Provide adequate
containment and drainage of dis-
charged oil.
(8) Se/f-inspection, drills/exercises, and
,"iport" tra'ining. The response plan
shall include:
(i) A checklist and record of inspec-
tions for tanks, secondary contain-
ment, and resPonse equiPmenu
(ii) A description of the drill/exercise
Drosram to becarried out under lhe re-
tpoit" plan as described in S I l2 2l:
(iii) A description of the training pro-
pram to be cirried out under the re-
3pont" plan as described in Sll2 2l: and
(iv) Logs of discharge prevention
meetings,*training sessions, and drills/
exercis6s. These logs maY be main-
tained as an annex to the resPonse
plan.
(9) Diagrams. The response plan shall
inciude slte plan and drainage plan dia-
grams.
(10) Security systems. The respon-se
plan shall inllude a description of fa-
ci I ity securitY sYSt ems.
(11) Response plan cover sfieef' The re-
,po.r." plan shill include a completed
.Ltpo."" plan cover sheet provided in
Section 2.0 of Appendix F to this part'
(i)(1) In the event the owner or oper-
ator'of a facility does not agree with
the Regional Administrator's deter-
minatioi that the facility could, be-
cause of its location, reasonably be ex-
pected to cause substantial harm or
sipnificant and substantial harm to the
"riii.onr,l".rt by discharging oil into or
on the navigable waters or adjoining
shorelines. oi that amendments to the
facility response plan are necessary
prior io approval' such as changes to
ihe worst case discharge planning vol-
ume, the owner or oPerator maY sub-
mit a request for reconsideration to
the Regional Administrator and pro-
vide additional information and data in
writing to support the request' The re-
ouest -and aiiompanying information
must be submitted to the Regional Ad-
ministrator within 60 days of receipt of
notice of the Regional Administrator's
orisinal decision The Regional Admin-
istiator shall consider the request and
s I I2.21
render a decision as rapidly as prac-
ticable.
(2) In the event the owner or operat-or
of'a facility believes a change in the fa-
cilitv's classification status is war-
rant-ed because of an unplanned event
or change in the facility's characteris-
tics (i.el, substantial harm or signifi-
cant and substantial harm), the owner
or oDerator may submit a request for
recoisideration to the Regional Ad-
ministrator and provide additional in-
formation and data in writing to sup-
port the request. The Regional Admin-
istrator shall consider the request and
render a decision as rapidly as prac-
ticable.
(3) After a request for reconsider-
ation under paragraph (i)(l) or (i)(2)-of
this section flas 6een denied by the Re-
sional Administrator' an owner or op-
E.uto. *uY aPPeal a determination
made by the Regional Administrator'
The apfieal shall-be made to the EPA
Administrator and shall be made in
writing within 60 days of receipt- of the
decisioin from the Regional Adminis-
trator that the request for reconsider-
ation was denied. A complete copy of
the aPPeal must be sent to the Re-
sionaf 'Administrator at the time the
Xooeal is made. The appeal shall con-
tlin a clear and concise statement of
ih" i""r"t and Points of fact in the
case. It also maycontain additional in-
formation from the owner or operator'
or from any other person. The EPA Ad-
ministrator may request additional in-
formation from the owner or operator'
or from any other person. The EPA Ad-
ministratoi shall render a decision as
iapidly as practicable and shall notify
thl oiner or operator of the decision'
t59 FR 34098, July 1, 1994, as amended at 65
itR lozgs. June 30-, 2000; 66 FR 34560' June 29'
2001;67 FR 47151, JulY 17,2002],
$ 112.21 Facility response training and
drills/exercises.
(a) The owner or operator-of 3.ny fa-
cilitv required to prepare a facility re-
,po.,i" pian under Sll2 20 shall develop
una implement a facility --responsetraining program and a drill/exercise
o.op.am ihat satisfy the requirements
bf iiris section. The owner or operator
shall describe the programs in the re-
sponse plan as provided in Sll2 20(h)(8)'
47
Pt. I 12, APP.A
(b) The facilitY owner or oPerator
shail develop a facility response train-
ing program to train those personnel
inioived in oil spill response activities'
It is recommended that the training
Dropram be based on the USCG's Train-
ine"Elements for Oil Spill Response, as
ap"pllcable to facility operations An al-
teinative program can also be accept-
able subject 1o aPProval bY the Re-
gional Administrator.- (l) The owner or operator shall be re-
sponsible for the proper instruction of
facility personnel in the procedures to
.""po.rld to discharges of oil and in ap-
plicable oil spill response laws, rules'
and regulations.
(2) Tiaining shall be functional in na-
ture according tojob tasks for both su-
pervisory and non-supervisory oper-
ational personnel.
(3) Trainers shall develop specific Ies-
son olans on subiect areas relevant to
facil'ity p"..o..,"-l involved in oil spill
response and cleanuP.
(i) fne facilitY owner or oPerator
shail develop a program of facility re-
sDonse drilli/exercises, including eval-
r'rltio., procedures. A program th^at Lol-
lows th'e National Preparedness for Re-
sponse Exercise Progiam (PREP) (s,ee
Appendix E to this pirt, section 13, for
aviitaUitity; will be deemed satisfac-
tory for pri.po""t of this section An al-
teri-rative piogram can also be accept-
able subject 1o aPProval bY the Re-
gional Administrator.
t59 FR 34101, July 1, 1994, as amended at 65
FR 40798, June 30, 20001
APPENDIX A TO PART IIz-MEMORANDUM
OF UNDERSTANDING BETWEEN THE
SECRETARY OF TRANSPORTATION AND
THE ADMINISTRATOR OF THE ENVI-
RONMENTAL PROTECTION AGENCY
SECTION II-DEFINITIONS
The Environmental Protection Agency and
the Department oI Transportation agree- ( hat
for the purposes of Executive Order 11548' the
term:- (l) Non-trrnsportation-related onshore and
o ffs ho re fa c i I i t i es rne ans :
(A) Fixed onshore and offshore oil well
drilting facilities including all equipment
and afpurtenances related thereto used in
drilling operations for exploratory or devel-
.o-".i wells, but excluding any terminal fa-
cility. unit or process ilrtegrally ass-ociated
with" the handling or transferring of oil in
bulk to or from a vessel.
40 CFR Ch. I (7-l-05 Edition)
(B) Mobile onshore and offshore oil well
aritt'ing platforms, barges, trucks, or other
motitJficitities including all equipment and
aoourtenances related thereto when such
mlOite facilities are fixed in position for the
Durpose of drilling operations for exploratory
or development wells. but excluding any ter-
minal faiility, unit or process integrally as-
""li"a"a witli the handiing or transferring of
oil in bulk to or from a vessel'
(C) Fixed onshore and offshore oil produc-
tion structures, platforms, derricks, and rigs
includinp all equipmenl and appurtenances
related ihereto,'ai well as completed wells
and the wellhead separators, oil separators'
and storage facilitie; used in the P1o-ducLion
of oil, buI excluding any terminal facility'
unit or process intigraily associated .with
tne franOiing or transierring of oil in bulk to
or from a vessel
(D) Mobile onshore and offshore oil produc-
tion'facilities including all equipment and
aoDurtenances related thereto as well as
completed wells and wellhead equipment'
.ioiis from wellheads to oil separators' oil
!"Ln.Eto.t, and sLorage lacilities used in the
prtduction of oil when such mobile facilities
Ii" fi*"a in position for the purpose of oil
Droduction operations' but excluding any
'terrninal faciiity' unit or process int egrally
associated with the handling or transferring
of oil in bulk to or from a vessel'
(E) Oil refining facilities including all
eouipment and appurtenances related there-
to ai well as in-plant processing units' stor'
age units. piping. drainage sys(ems and
w"aste treatment units used in (he refining ot
oil, but excluding any terminal facility' unit
o.'p.o.".. intelraliy associated with the
haniling or traniferiing of oil in bulk to or
from a vessel.
(F) Oil storage facilities including all
eouiDment and appurtenances related there-
to ai well as fixed bulk plant storage ter-
minal oil storage facilities, consumer stor-
aae. Dumos and -drainage systems used in the
=i'o.un" oi oil, but excluding inline or break
ort ,io.ug" tanks needed for the continuous
operatioriof a pipeline system and any ter-
minal facility, unit or process integrally as-
."liut.a witi the handiing or transferring of
oil in bulk to or from a vessel'
(G) Industrial, commercial, agricultural or
oublic facilities which use and store oil but
Lxcluding any terminal tacility unit,or Proc'
ess integ"rall"y associated with the handling
or trans*ferri"ng of oil in bulk to or from a
vessel.
(H) Waste treatment facitities including
in-oiant oipelines' effluent discharge lines'
uni tto.ug" tanks, but excluding waste
t..itme.t"facilities located on vessels and
terminal storage tanks and appurtenances
for the reception of oily ballast water or
tank washings from vessels and associated
systems used for off-loading vessels'
48
Envilonmentol Proleciion Agency
(I) Loading racks, transfer hoses' loading
arms and other equipment which are appur-
tenant to a nontransportation-related facil-
ity or terminal facility and which are used
td transfer oil in bulk to or from highway ve-
hicles or railroad cars.
(J) Highway vehicles and railroad cars
which arE ,t"d fo. the transport of oil exclu-
sively within the confines of a nontrans-
nortition related lacility and which are not
intended to transport oil in interstate or
intrastate commerce.
(K) Pipeline systems which are used for the
t.a.spoit of oil exclusively within the con-
fines of a nontransportation-related facility
or terminal facility and which are not in-
tended to transport oil in interstate or intra-
state commerce, but excluding pipeline sys-
tems used to transfer oil in bulk to or from
a vessel.
(2) Transportation-related onshore and off-
shore facilities means'.
(A) Onshore and offshore terminal facili-
ties including transfer hoses, loading arms
and other equ-ipment and appurtenance-s used
for the prrpose of handling or transferring
oil in bulk to or from a vessel as well as stor-
age tanks and appurtenances for the recep-
ti-on of oily ballast water or tank washings
from vessels, but excluding terminal waste
treatment facilities and terminal oil storage
faci I i ties.
(B) Transfer hoses, loading arms and other
equipment appurtenant to a non-transpor-
tation-related facility which is used to trans
fer oil in bulk to or from a vessel'
(C) Interstate and intrastate onshore and
offshore pipeline systems including pumps
and appuitenances related thereto as well as
in-linl or breakout storage tanks needed for
the continuous operation of a pipeline sys-
tem, and pipelines from onshore and offshore
oil produttlon facilities, but excluding on-
shoie and offshore piping from wellheads to
oil separators and pipelines which are used
for the transport oF oil exclusively within
the confines bf a nontransportation-related
facility or terminal facility and which are
not intended to transport oil in interstate or
intrastate commerce or to transfer oil in
bulk to or from a vessel.
(D) Highway vehicles and railroad cars
which ari us.d fo. the transport of oil in
interstate or intrastate commerce and the
eouioment and appurtenances related there
to. and equipment- used for the fueling of lo-
comotive units' as well as the rights of-way
on which they operate. Excluded are high-
wav vehicles and railroad cars and motive
ooier uscd exclusively within the confines o['
, .o.t.u.rpo.tation related facility or ter
minal facility and which are not intended for
use in interstate or intrastate commerce'
Pt. lt2, APP.B
APPENDIX B TO PART 11z-MEMORANDUM
OF UNDERSTANDING AMONG THE SEC-
RETARY OF THE INTERIOR' SEC-
RETARY OF TRANSPORTATION' AND
ADMINISTRATOR OF THE ENVIRON-
MENTAL PROTECTION AGENCY
PURPOSE
This Memorandum of Understanding
(MOU) establishes the iurisdictional respon-
sibiliiies for offshore facilities' including
oioelines, pursuant to section 3ll 0)(l)(c)'
?iifSt. a"a '(i)(6)(A) of the Clean Water Act
iiwnl, u. a"mended by the Oil Pollution Act
Ji rsgl'e"uti. Law l0i-380). The se-cre-tary of
ih" D"pu.t-..t of the Interior (DOI)' Sec-
..ta.y bf the Department of Transportation
(DOT], and Administrator of the Environ-
mental Protection Agency (EPA) agre,e to
inl al,ritlo" of responsibilities set forth
n"io* fo. spill prevention and control' re-
spo,rse planning. and equipment .inspection
,af ititi"t pursuant to those provisions
BACKCROUND
Executive Order (E.O.) 12777 156 FR 54757)
delesates to DOI. DOT' and EPA various re-
I"..?ititlties identified in section 3ll(i) of
.'n. cWe. Sections 2(b)(3). 2(d)(3). and 2(e)(3)
of E.O. 12777 assigned to DOI spill prevention
and control. c"ontingency planning' . and
eouioment inspection activities assoclateo
*-iLtioffsnore facilities. Section 3ll(a)(l l) de-
fines the term "offshore facility" to include
iacitities of any kind located in, on, or under
naigaUte watlrs of the United States' By
usinE this definition. the traditional DOI
i"t"-of regulating facilities on the Outer
Continenta'i Shelfis expanded by E'O l?777.
io i"lt"a" inland lakes, rivers, streams' and
any other inland waters'
RESPONS IB I LITIES
Pursuant to section 2(i) of E O' 12777' DOI
redelegates, and EPA and DOT agree to as-
surne,"the functions vested in DOI by 999-
iions z(u)(s), 2(d)(3), and 2(e)(3) of E'o r"2]!!
ur t", ftiift U"low. For purposes of this MOU'
the term "coast line" shall be defined as in
i-r." i"U^..g"d Lands Act (43 U S C l30l(c))
to mean "the line of ordinary low water
,i.ro that oortion of the coast which is in
Ji.eit contact with the open sea and the line
marking the seaward limit of inland wa-
ters. "
l. To EPA. DOI redelegates resPonsibility
[or non-transportation-related offshore la-
cilities located landward of the coast line'
2. To DOT, DOI redelegates responsibility
for transpor(ation-related facilities' inctud-
ing pipelines, located landward of the coast
f iril. ine DoT retains jurisdiction for deep'
waler Dorts and their associated seaward
pipel ines, as delegated by E O' l?777 '
49
Pt. I12, ApP. C
3. The DOI retains jurisdiction over facili-
ties, including pipeliies, located seaward of
the coast line. except lor deepwater ports
and associated seaward pipelines delegated
by E.O. 12777 to DOT.
EFFECTIVE DATE
This MOU is effective on the date of the
final execution by the indicated signatories'
LIMITATIONS
1. The DOI, DOT, and EPA maY agree in
writins to exceptions to this MOU on a facil-
itv-sDe"cific baiis. Affected parties will re-
ce-ive notil-icat ion of the exceptions'
2. Nothing in this MOU is intended to re-
place, supe-rsede, or modify 31I 9I:ti"CLg.".*".tt between or among DOI, DOT' or
EPA.
MODIFICATION AND TERMINATION
Anv DartY to this agreement may propose
modifications by submitting them in writing
to the heads of the other agency/department'
No modification may be adopted except with
the consent of all parties. All parties shall
indicate their consent to or disagreement
with any proposed modification within 60
days of"receipt. Upon the request of any
o^itr...p..t"ntatives of all parties shall
rn""i fo. the purpose of considering excep-
tions or modifications to this agreement'
This MOU may be terminated only with the
mutual consent of all Parties.
Dated: November 8. 1993.
Bruce Babbitt,
SecretarY of the Interior.
Dated: December 14, 1993.
Federico Pefra,
Secreta ry of Tra nsPorta t ion.
F)ated: Februarv 3, 1994.
Carol M. Brownei,
Adminisl:rator, Environmental Protection
Agency.
[59 FR 34102, JulY l, 1994]
APPENDIX C TO PART IIz-SUBSTANTIAL
HARM CRITERIA
I.O INTRODUCTION
The flowchart provided in Attachment C-I
to this appendix ihows the decision tree with
the crit;;ia to identify whether a facility
''could reasonably be eipected to cause sub-
sLantial harm to the environment by dis-
charging into or on the navigable waters or
adioini;e shorelines." In addition' the Re-
gi6nal Administrator has the discretion to
i"dentify facilities that must prepare "ld^:"b-mit fa;ility-specific response plans to EPA'
1.1 Delinitions
l-l.l Great la,kes means Lakes Superior'
Michigan, Huron, Erie, and Ontario' their
.on."itirtg and tributary waters' the Saint
40 CFR Ch. I (7-l-05 Edition)
Lawrence River as far as Saint Regis' and
aqiacent Port areas.
i.t.z uigtrer Volume Port Areas include
(l) Boston, MA:
(2) New York, NYI
i3i D"lu*u.. Bay and River to Philadel-
phia, PA;
(4) St. Croix, VI:
(5) Pascagoula, MS:
ioj Missiisippi River from Southwest Pass'
LA to Baton Rouge, LA;
(7) Louisiana bff"ho." Oil Port (LOOP)'
LA:
(8) Lake Charles, LA;
(9) Sabine-Neches River, TX;
ito) Gutt".to. Bay and Houston Ship Chan-
nel. TX;
(11) Corpus Christi, TX;
itz) Los-Angeles/Long Beach Harbor' CA:
irsi s"" Fiancisco Bay, San Pablo Bay'
Carquinez Strait, and Suisun Bay to Anti-
och. CA;
(14) Straits of Juan de Fuca from Port An-
g"i"., W.A to and including Puget Sound'
WA:
(15) Prince William Sound, AK; and
itOi Ott".t as specified by the Regional Ad-
ministrator for anY EPA Region'
1.1.3 Inland Area means the area shore-
ward of the boundary lines defined in 46 CFR
firt 7, except in th; Gulf of Mexico' In the
bulf of Mexico, it means the area shoreward
of the lines of demarcation (COLREG lines as
aefi.eO in 33 CFR 80.740-80'850)' The inland
area does not include the Great Lakes'
1.1.4 Rivers and Canals means a body of
water confined within the inland area' in-
cludinq the lntracoastal Wateruays a-nd
oitt"t "*ut.*ays art ificially created -fornavigating that have proiect depths of 12 feet
or less.
2.0 DESCRIPTION OF SCREENINC CRITERIA FOR
THE SUBSTANTIAL HARM FLOWCHART
A facility that has the potential to.cause
substantiai harm to the environment in the
."."t "f a discharge must prepare and sub--
mit a facility-tpecific response plan. to EPA
in accordanci with Appendix F to this part'
A descriotion ot the-icreening criteria for
ito .rbsiantial harm flowchart is provided
below:
2.1 Non-Transportation-Related Facilities
With a Tolal Oil Storage CaPacily Greater Than
or Equal to 42.000 Gallons Where Operations ln'
ctudi Over-Water Transfers of Oil' A non'
ii..tpo.tutio.-related facility with a total
oit ttb.rg" capacity greater than or equal to
42,000 gallons that transfers oil over water to
or'froir vessels must submit a response plan
to EPA. Daily oil transfer operations at
these tvDes of iacilities occur between barges
""J u"lt"tt and onshore bulk storage tanks
o,r.. op". water. These facilities are located
adjacent to navigable water'
50
Environmenlol Proteclion AgencY
2.2 Lack of Adequate Secondary Contain-
ment at Facilities With a Total Oil Storage Ca-
oacirv Grearer Than or Equal to I Million Gal
'lons."Any facility with a total oil storage ca-
pacity gieater ti.a. o. equal to I million gal-
lons -*ithort secondary containment suffi-
.ientlv Iaree to contain the capacily ol'the
largesl abo"veground oil storage tank within
"uJh u..u plui sufficient freeboard to allow
for precipitation must submit a response
olan to EPA. Secondary containment struc-
'tures that meet the st andard of good ettgi '
neering Practice for the purposes of-this part
includE terms, dikes, retaining walls curb-
ing, culverts, gutters, or other drainage sys-
tems.
2.3 Proximity to Fish and Wildlife and Sen-
siiive Environhenrc at Facilities With a Total
Oil Storage Capacity Greater Than or Equal to
i tulillion"Catl6ns. A facility with a total oil
storage capacity greater than or equal to I
million gallons must submit its response
olan if it"is located at a distance such that
a discharge lrom the l-acility could cause in-
jury (as d"efined at 40 CFR l12 2) to fish and
"*itatif" and sensitive environments For fur-
ther description of fish and wildlife and sen
iitir. e.ritlor*ents, see Appendices I' II' and
Pt. I12, APP.C
water svstem as described at 40 CFR 143 2(c)'
itr. ditianc" at which an oil discharge from
an SPCC-regulated facility would shut down
" ,"Uf i. drilnking water intake shall be cal-
cr'lated using the appropriate formula pre-
sented in Atiachmenf C-III to this appendix
or a comparable formula.
2.5 F;cilities That Have Experienced Reporl'
abte Oil Discharges in an Amounl Greater I han
i, gruut to 10.b00 Gallons Within the Past 5
i.uri und That Have a Total Oil Storage Ca-
nirit, Cr"ut", Than or Equal to t Million Gal
ions.'n facitity s oil spili history within th€
"lii s ,"u.t irall be ionsidered in the eval'
Iration"for substantial harm Any facility
with a total oil storage capacity greater
than or equal to I million gallons that has
exoerienced a reportable oil discharge in an
,rdo"n, grealer thun ot equal to 10000 gal-
lons witi'in the past 5 years must submit a
response Plan to EPA.
3.0 CERTIFICATION FOR FACILITIES THAT DO
NOT POSE SUBSTANTIAL HARM
If the facility does not meet the substan-
tiai tarm crit6ria listed in Attachment C-I
io this appendix, the owner or operator shall
comolete and maintain at the facility the
certification form contained in Attachment
C-II to this appendix. In the event an alter-
native formula'that is comparable to the one
in this appendix is used to evaluate the sub-
stantial harm criteria, the owner or operator
itrrtt .ttr.tt documentation to the certifi-
.uiio. fo.* that demonstrates the reli-
ahilitv and analytical soundness of the com-
oarabie formuti and shall notify the Re-
Eio.ui la*inistrator in writing that an al-
iernative formula was used.
4.0 REFERENCES
Chow, V.T. 1959. Open Channel Hydraulics'
McGraw Hill.
tjSCG IFR (58 FR 7353, February 5' 1993)'
This document is available through EPA's
iulemaking docket as noted in Appendix E to
this Part, section 13.
III to DOCAJOAA's "Guidance for Facility
^-r \/^ccol Po<h^h<e Pl2ns: Fish and Wildlifeand Vessel Response Plans: Fish and Wildli
and Sensitive Environments' (see Appendand Sensitive Environments' (see Appendix
E io this part, section 13' for availability)
this aDDe;dix or a comparable formula
?.4 'hroximitY to Public Drinking Wa
and the applicable Area Contingency PIan'
Facilitv owners or operators must determine
the disiance at whiih an oil discharge could
cause iniury to fish and wildlife and sen-
sitive eiviionments using the appropriate
formula presented in Attachment C-lll to
ing Water In'
t"ii' ii iiiiiiitei with a Totat oit"storase ca-
pacitv Greater than or Equal to I Million Gal'
/rns A facilitv with a total oil storage capac
ity greater tian or equal to I million gallons
mls.-t submit its response plan if it is located
at a distance such that a discharge from the
facility would shut down a public drinking
water intake. which is analogous to a public
51
Pl. I12, APP.C
r calculated using the appropriate formula in Attachment c-Ill to this appendix or a comparable
formula.
? For further description of fish and wildlife and sensitive environments, see Appendices l,ll' and
llr; DOCNOAA'. "Gridun". for F'acility md vessel response Plans: Fish and Witdlife md
Sensitive Environments.. (59 FR l 47 l 3, March 29. l 994) and the applicable Area Contingency
Plan.
r Public drinking waler intakes tre analogous to public waler systems as described at CFR
I 43.2(c).
40 CFR Ch. I (7-l-05 Edition)
ATTACHMENTS TO APPENDIX C
Attachment C-l
Flowchart of Criteria for Substantial Harm
Does the facility transfbr oil over
water to or from vessels and does
the facility have a total oil
storage caPacitY greater than or
equal to 42,000 gallons?
Yes
Submit ResPonse Plan
No
Within any aboveground storage tank eea,
d@s the facility lack secondary
conlainment that is sufficiently large lo
contain the caPacity olthc ldgest
aboveground oil storage tank Plus
sufficicnt freeboard to allow for
precipitation?
Yes
Does the facility have a total oil
storage capacitY grcater than or
equal to t million gallons?
No
ls the facility loc
rhal a discharge I
cause injury to fi
sensitive cnviron
atc(at a distilce' such
the facility could Yes
shr
me
and wildlife and
nts:?
No
No
ls lhe facility locare
that a discharge ,ior
shut down a Public
at a distocer such Yes
m the tactltty woulo
drinking water intaker?
llas the facility e
spill in an amour
I 0.000 gallons u
rrp(rrienced a reportable oil
rilh the l6t ,ive Yem?
No
No Submittal of ResPonse Plan
Except at RA Discretion
52
Envilonmenlol Proiection AgencY
ATTACHMEN'T C-II-CERTIFICATION OF THE AP'
"atcogtr-rr"
oF THE SUBSTANTIAL HARM CRI-
TERIA
Facility Name:
Facility Addre-ss:i. O"'e. the facllity transfer oil over water Signature
to or from vessels ahd does the facility have
- r^r.l ^il stnrase.aDacitv sreater than ora total oil storage capacity greater than or
pnrral to 42.000 pallons?
Name (please tYPe or Print)
"o$:: - 42,000 gallor
Pt. I12, APP' C
and that based on my inquiry of those indi-
viduals responsible for obtaining this intor-
-ation. I believe t hat the submitted infor
mation is true, accurate' and complete'
Yes
-.
No
-
2. Do-es the facility have a total oil storage
caoacitv greater than or equal to I million
n.ilo.r"u.'d does the facility lack secondary
Eontainment that is sufficient ly large to
.orrtui. the capacity of the largest -above-sround oil storage tank plus sulficient
treeboard to allow for PreciPitation within
any aboveground oil storage tank area?
Yes No
-
3. Does the facility have a total oil storage
caDacitv sreater thin or equal to I million
,uilo.t-rid is the tacility located at a dis
fance (as calculated using the appropriate
formula in Attachment C-III to this appen-
dix or a comparable formula r) such Lhat a
discharge from the facility could cause in
iurv to"fish and wildlife and sensitive envi-
io.i*""ttZ For further description of fish and
wildlife and sensitive environments' see Ap-
oendices I, lI, and lll to DOC/NOAA's "Guid-
ince tor Facility and Vessel Response Plans:
Fish and Wildiife and Sensitive Environ-
ments" (see Appendix E to this parf, section
13, for availabliity) and the applicable Area
ContingencY Plan.
Yes- No-
+. Ooes the facility have a total oil storage
caDacitv greater thLn or equal to I million
n.ilo.r-uid is the facility located at a dis-
t"ance (as calculated using the appropriate
iormula in Attachment C-III to this appendix
Lr a comparable formula r) such that a dis-
charge from the facitity would shut down a
oublic drinking water intake2?' Yes No
5. Does the facility have a total oil storage
caDacitv greater than or equal to I million
nuilott"u,id has the facility experienced a re-
Eo.tublu oil discharge in an amount greater
lhu. o. equal to 10,000 gallons within the last
5 vears?"Y"r
-
No
Certification
I certify under penalty of law that I have
oersonall"v examined and am familiar with
ihe info.iration submitted in this document'
-'If ; ."-prrable formula is used' docu-
mentation oi the reliability and analytical
soundness of the comparable formula must
be attached to this form.
2For the purposes of 40 CFR part.l12' pub-
lic drinking witer intakes are analogous to
public wate:r systems as described at 40 CFR
143.2 (c).
Title
Date
ATTACHMENT C-III-CALCULATION OF THE
PLANNINC DISTANCE
1.0 Intrcduction
l. I The facility owner or operator -must
evaluate wherher the facility is located at a
distance such that a discharge from the la-
cility could cause iniury to fish and wildlit-e
and iensitive environments or disrupt oper-
,,iort r, a public drinking-water intake To
quantify that distance, EPA considered oll
i.urltpo.t mechanisms over land and on still'
tidal influence, and moving navigable wa-
ters. EPA has determined that the primary
.o...." for calculation of a planning dls-
tance is the transport of oil in navigable wa-
iers during adverse weather conditions'
it .."ro.., t-wo formulas have been developed
to determine distances for planning purposes
from the point of discharge at Lhe fac.ility to
the Dotential site of impact on movtng ano
iillr'*u...t, respectively. The formula for oil
transDort on moving navigable water is
based on the velocity of the water body ancl
the time interval for arrival of response re-
"or.a"". The still water formula accounts for
in. rot"ua of discharged oil over the surface
oi-rtt'" *ut.t. The m-ethod to determine oil
iiu.rro.t on tidal influence areas is based on
the tvDe of oil discharged and lhe distance
down"iurrent during ebb tide and up current
during flood tide to the point of maximum
tidal influence.
1.2 EPA's formulas were designed to be
simole to use. However, facility owners or
ooeiators mav calculate planning distances
,ri.n -o." iophisticated formulas which
ok""i.to account broader scientific or engi-
".".i"g princiPles, or local conditions Such
.o-priu'bl" foimulas may result-in different
.lannins distances than EPA s formulas ln
iho even"t that an alternative formula that is
comparable to one contained in this appen-
ai* i. ,t"a to evaluate the criterion in 40
cFn rrz.zo(0(t)(ii)(B) or (0(l)(ii)(c)' the
owner or operator shall attach documenta-
tion to the response plan cover sheet con-
iained in Appendix F io this part that dem-
onstrates ihe reliability and analytical
soundness of the alternative formula and
shall notify the Regional Administrator in
53
Pt. I12, App.C
writing that an alternative formula was
used. I
1.3 A regulated facility may meet the cri-
teria for tie pote.tial to cause substantial
harm to the environment without having to
perform a planning distance calculation. For
iacilities that meet the substantial harm cri-
teria because of inadequate secondary con-
tainment or oil spill history, as listed in the
flowchart in Attachment C-I to this appen-
dix, calculation of the planning distance is
unnecessary. For facilities that do not meet
the substantial harm criteria for secondary
containment or oil spill history as listed in
the flowchart, calculation of a planning dis-
tance for proximity to fish and wildlife and
sensitive invironments and public drinking
water intakes is required' unless it is clear
without performing the calculation (e g., the
facility is located in a wetland) that these
areas would be imPacted.
1.4 A facility owner or operator who must
perform a planning distance calculation on
navigable water is bnly required to do so for
the iype of navigable water conditions (i'e 'moving water, still water, or tidal- influ-
enced ivater) applicable to the facility. If a
facility owner or operator determines that
more fhan one type of navigable water condi-
tion applies, then the facility owner or op-er-
ator ii-required to perform a planning dis
tance calculation for each navigable water
type to determine the greatest single dis-
tance that oil may be transported. As a re-
sult, the final planning distance for oil
transport on water shall be the greatest indi-
vidual distance rather than a summation of
each calculated planning distance'
1.5 The planning distance formula for
transport on moving wateruays contains
three variables: the velocity of the navigable
water (v), the response time interval (t), and
a conversion factor (c). The velocity' v' is de-
termined by using the Chezy-Manning e,qua-
tion, whicli, in this case' models the flood
flow rate of water in open channels. The
Chezy-Manning equation contains three vari-
ablei which must be determined by facility
owners or operators. Manning's Roughness
,Fa. p.*i.a"nt oils or non-persistent oils'
a worsfcase trajectory model (i.e., an alter-
native formula) may be substituted for the
distance formulas described in still' moving,
and tidal waters, subject to Regional Admin-
istrator's review of the model. An example of
an alternative formula that is comparable to
the one contained in this appendix would be
a worst case trajectory calculation based on
credible adverse winds, currents. and/or river
stages, over a range of seasons, weatlrer con-
ditions, and river ltages. Based on historical
information or a spill trajectory model' the
Agency may require that additional fish and
*Itdtii. and sensitive environments or public
drinking water intakes also be protected.
40 CFR Ch. I (7-l{5 Edition)
Coefficient (for flood flow rates)' n, can be
determined from Table I of this attachment'
The hydraulic radius, r, can be estimated
using ihe average mid-channel depth from
charls provided by the sources listed in
Table 2 of this attachment. The average
slope of the river, s, can be determined using
topographic maps that can be ordered from
tnL U.S. Geological Survey, as listed in
Table 2 of this attachment.
1.6 Table 3 of this attachment contains
specified time intervals for estimating the-
airival of resPonse resources at the scene of
a discharge. Assuming no prior planning, re-
roonse reiources should be able to arrive at
ti-re discharge site within l2 hours o[ the dis-
covery of any oil discharge in Higher Volume
Port Areas and within 24 hours in Great
Lakes and all other river, canal, inland, and
nearshore areas. The specified time intervals
in Table 3 of Appendix C are to be used only
to aid in the identification of whether a fa-
cility could cause substantial harm to the
enviionment. Once it is determined that a
olan must be developed lor the facility, the
t*r". o. operator shill reference Appendix E
to this part to determine appropriate re-
source levels and response times' The speci-
fied time intervals of this appendix include a
3-hour time period for deployment of boom
and other response equipment. The Regional
Administratoi may identify additional areas
as appropriate.
2.0 Oil Transport on Moving Navigable Waters
2.1 The Facility owner or operator must
use the following formula or a comparable
formula as described in Sll2.20(a)(3) to cal-
culate the planning distance for oil transport
on moving navigable water:
d:vxtxc: where
d: the distance downstream from a facility
within which fish and wildlife and sensitive
environments could be injured or a public
drinking water intake would be shut down
in tlre e"vent of an oil discharge (in miles);
v: the velocity of the river/navigable water of
concern (in ft/sec) as determined by Chezy-
Manning's equation (see below and Tables I
and 2 of this attachment);
t: the time interval specified in Table 3 based
upon the type of water body and location
(in hours); and
c: constant conversion factor 0.68 sec<o mile/
hro ft (3600 sec/hr + 5280 ftlmile).
2.2 Chezy-Manning's equation is used to de-
termine velocitY:
v:l.5/nxr73xs%; where
v=the velocity of the river of concern (in ft/
sec);
n:Manning's Roughness Coefficient from
Table I of this attachment:
r=the hydraulic radius; the hydraulic radius
can bL approximated for parabolic chan-
nels by multiplying the average mid-chan-
nel d6pth of the river (in feet) by 0'667
54
Slream descriPtion
Minor Streams (ToP Width <'100 ft.)
Clean:
Straight .... ..........
Environmenlol Proleclion AgencY
(sources for obtaining the mid-channel
depth are listed in Table 2 of this attach-
ment); and
s=the average slope of the river (unitless) ob-
tained from U.S. Geological Survey topo-
graphic maps at the address listed in Table
2 of this attachment.
TABLE 1-MANNING'S ROUGHNESS COEFFICIENT
FOR NATURAL STBEAMS
INoTE: Coefficients are presenled lor high flow rales al or
near flood stage l
Pl. I12, APP.C
Rock Island, Illinois 61204
Phone: (309) 794-5552
Charts of Missouri River:
U.S. Army CorPs of Engineers
Omaha District
6014 U.S. Post Office and Courthouse
Omaha. Nebraska 68102
Phone: (402) 221-3900
Charts of Ohio River:
U.S. Army CorPs of Engineers
Ohio River Division
P.O. Box 1159
Cincinnati, Ohio 45201
Phone: (513) 684-3002
Charts of Tennessee Valley Authority Res-
ervoirs. Tennessee River and Tributaries:
Tennessee ValleY AuthoritY
Maps and Engineering Section
416 Union Avenue
Knoxville. Tennessee 37902
Phone: (615) 632-2921
Charts of Black Warrior River, Alabama
River, Tombigbee River' Apalachicola
River and Pearl River:
U.S. Army CorPs of Englneers
Mobile District
P.O. Box 2288
Mobile, Alabama 36628-0001
Phone: (205) 690-2511
The average slope of the river (s) may be ob-
tained from toPographic maPS:
U.S. Geological SurveY
Map Distribution
Federal Center
Bldg. 4l
Box 25286
Denver, Colorado 80225
Additional information can be obtained from
the following sources:
l. The Stati's Department of Natural Re-
sources (DNR) or the State's Aids to Navi-
gation office:
2. A knowledgeable local marina operator: or
3. A knowledgeable local water authority
(e.g., State water commission)
2.3 The average slope of the river (s) can
be determined from the topographic maps
using the following stePs:
(l) Locate the facility on the maP
izi f i"a the Normal Pool Elevation at the
point of discharge from the facility into the
water (A).
(3) Find the Normal Pool Elevation of the
prtil. d.irki.g water intake or fish and
*itatif" and smsitive environment located
downstream (B) (Note: The owner or oper-
ator should use a minimum of 20 miles down-
stream as a cutoff to obtain the average
slooe if the location of a specific public
drinking water intake or fish and wildlife
and seniitive environment is unknown) '
(4) If the Normal Pool Elevation is not
.ruilubl., the elevation contours can be used
to find the slope. Determine elevation of the
water at the point of discharge from the fa-
citity (A). Determine the elevation of the
55
Rough-
ness co-
eFficient
(n)
0.03
0.04windin9 .......................
Sluggish (weedy, deeP Pools):
No trees or brush ............
Trms and/or brush
Major Streams (ToP Width >100 ft.)
Flegular section:
(No boulders/brush)
lrregular section:
(Brush).............. ..
0.06
0.10
0.035
0.05
TABLE 2-SOURCES OF R AND S FOR THE CHEZY-
MANNING EOUATION
All of the charts and related publications for
navigational waters may be ordered from:
Distribution Branch
(N/cG33)
National Ocean Service
Riverdale, Maryland 20737-l 199
Phone: (301) 436-6990
There will be a charge for materials ordered
and a VISA or Masiercard will be accepted'
The mid-channel depth to be used in the cal-
culation of the hydraulic radius (r) can be
obtained directly from the following sources:
Charts of Canadian Coastal and Great Lakes
Waters:
Canadian HydrograPhic Service
Departmeni of Fisheries and Oceans Insti-
tute
P.O. Box 8080
1675 Russell Road
Ottawa, Ontario KIG 3Ho
Canada
Phone: (613) 998-4931
Charts and Maps of Lower Mississippi Riv-er
(Gulf of Mexico to Ohio River and St'
Francis, White, Big Sunflower,
Atchafalaya, and other rivers):
U.S. Army CorPs of Engineers
Vicksburg District
P.O. Box 60
Vicksburg, MississiPPi 39180
Phone: (601) 634-5000
Charts of Upper Mississippi River and Illi-
nois Waterway to Lake Michigan:
U.S. Army CorPs of Engineers
Rock Island District
P.O. Box 2004
Pl. I12, APP. C
water at the appropriate distance down-
stream (B). The filimula presented below can
be used to calculate the slope.
(5) Detennine the distance (in miles) be-
tween the facililv and the public drinking
water intake or fish and wildlife and sen-
sitive environments (C).
(6) Use the following formula to find the
slooe. which will be a unit less value: Average
Slope:l(A-B) (ft)/C (miles)l < ll mile/5280
feetl
z.i f it is not feasible to determine the
slooe and mid channel depth by the Cltezy-
Manning equation. then the river velocity
can be"approximated on- site A specific^
i"rntfr. t,-ict as 100 feet. can be marked off
aloig the shoreline. A float can be dropped
into"the stream above the mark, and the
time required for the float to travel the dis-
tance can be used to determine the velocity
in feet per second. However, this method will
.ot ,ri"ld an average velocity for the length
of t6e stream, bui a velocity only for the
soecific location of measurement ln addi-
tion. the flow rate will vary depending on
weather conditions such as wind and rainfall'
It is recommended that facility owners or
operators repeat the measurement under a
virietv of conditions to obtain the most ac-
curate- estimate of the surface water velocity
under adverse weather conditions'
2.5 The planning distance calculations for
moving ani still navigable waters are based
on woist case discharges of persistent oils'
Persistent oils are of concern because they
can remain in the water for significant peri-
ods of time and can potentially exist in large
quantities downstream. Owners or operators
of facilities that store persistent as well as
non Dersistent oils may use a comparable
formula. The volume of oil discharged is not
included as part of the planning distance cal-
culation for moving navigable waters Facili-
ties that will meet this substantial harm cri-
terion are those with facility capacities
areater than or equal to I million gallons lt
i"r assrmed that ahese faci lit ies are capable
of having an oil discharge of sufficient quan-
tity to c"ause injury to iish and wildlife and
serisitive environments or shut down a public
drinking water intake. While owners or oper-
ators oftransfer facilities that store greater
than or equal to 42,000 gallons are not re-
quired to use a planning distance formula for
.r.oor"a of the substantial harm criteria'
itrey snouta use a planning distance calcula-
tioi i. the development of facility-specific
response plans.
40 CFR Ch. I (7-l-05 Edition)
TABLE 3-SPECIFIED TIME INTERVALS-
2.6 Example of the Planning Distl7ce Cll;
cilation for'Oil Transport on Moving Navigable
Waters. The followihg example provides a
samole calculation uiing the planning dis-
tance formula for a facility discharging oil
into the Monongahela River:--irl Sot"" for iby evaluating n, r, and s for
the Chezv-Manning equation:- Find tfie roughniss-coefficient, n, on Table
I of this attacfiment for a regular section of
a major stream with a top ^width.greaterthan 100 feet. The top width of the river can
be found from the toPograPhic maP'
n=0.035.
Fi.,d tlop., s, where A=727 feet, 8=710 feet'
and C=25 miles.
Solving:
s=l(|27" ft - l7l0 lL)125 mileslxJl mile/5280
feetl:l.3xl0-a
The average mid-channel depth is found by
averaging tT.re mid-channel depth for each
mile ;lo;g the length of the river between
the faciliiy and the public drinking water in'
take or th; fish or wildlife or sensitive envi-
ronment (or 20 miles downstream if applica-
tiel. This value is multiplied by 0 667-to ob-
tain the hydraulic radius. The mid channel
alotn it fo"und bv obtaining values lor r and
. irom the ,or.i.t shown in Table 2 for the
Monongahela River.
Solving:
r=0.667x20 feet:13.33 feet
Solve for v using:
v:1.5/nxr?rxsr/2:
v: I 1.5/0.0351 x(l 3.33) ?1x(l .3x10 -a) rE
v:2.73 feet/second
(2) Find t from Table 3 of this attachment'
The Monongahela River's resource response
time is 27 hours.
(3) Solve for Planning distance, d:
d:vxtxc
J:(2.73 ft/sec)t(27 hours)x(0.68 seco mile/hro
ft)
d=50 miles
Therefore, 50 mites downstream is the appro-
priate planning distance for this facility'
3.0 Oil TransPort on Still Water
3.1 For bodies of water including lakes or
oonds that do not have a measurable veloc-
ity. ttre spreading of the oil over the surface
-lrrt u. ionsideied. Owners or operators of
facilities located next to still water bodies
may use a comparable means of calculating
56
Continued
Substantial harm planning time (hrs)
TABLE 3-SPECIFIED TIi,E INTERVALS
Substantial harm planning time (hrs)
Operating
areas
All other rivers
and canals,
inland, and
nearshore
areas.
24 hour arrival+3 hour deploym6nt=27
hours.
Operating
areas
Higher volume
port area.
Greal Lakes ...
12 hour arrival+S hour
hours.24 hour arrival+3 hour
hours.
deployment=1 5
deployment=27
Environmenlol Prolection AgencY
the planning distance. If a comparable for-
muli is ,sEd, doct-e.tation of the reli-
abilitv and analvtical soundness of the com-
parabie calculatlon must be attached to the
resDonse plan cover sheet.-ilz fi.pt" of rhe Planning Distance Cal-
culation for"Oil Transport on Still Water' ^fo as-
sist those facilities which could potentially
discharse into a slill body ofwater' the fol-
lowins inalvsis was performed to provide an
"*u-il. of ihe type of formula that may be
used io calculate ihe planning distance For
inir e*u-pl", a woist case discharge of
2,000,000 gallons is used.' (1) The"surface area in square feet covered
bv an oil discharge on still water' Al can be
dltermined bv thi following formula z where
V is the vohime of the discharge in gallons
and c is a constant conversion factor:
A 1:19:1Yr7.ra
C=0.1643
Ar:105x(2,000,000 gallons)3/x(0. 1643)
Ar:8.74x108 ft2
iZ) fn. spreading formula is based on the
thLoretical'condition that the oil will spread
uniformlv in a1l directions forming a circle'
ir realitv. the outfall of the discharge will
direct tlie oil to the surface of the water
where it intersects the shoreline Although
the oil will not spread uniformly in all dire-c-
iions, it is assumed that the discharge will
soread from the shoreline into a semi-circle
(ihis assumption does not account for winds
or wave action).
(3) The area of a circle=t r2
iqi .Io.."orrt for the assumption that oil
wiii spread in a semi-circular shape, the area
of a circle is divided by 2 and is designated as
A:.
Az=$ r")/2
Solving for the radius' r, using the relation-
shiP Ar:A:: 8.74\ l0R ftr=(t"')/2
Therefore, r:23.586 ft
r=23,586 ft+5,280 ft/mile:4 5 miles
Assuming a 20 knot wind under storm condi-
tions:
I knot=I.15 miles/hour
20 knotsxl.l5 miles/hour/knot=23 miles/hr
Assuming that the oil slick moves at 3 per-
cent of the wind's sPeed:3
Z3 miles/hourxO.03:0.69 miles/hour
(5) To estimate the distance that the oil
wiii travel, use the times required for re-
sDonse resources to arrive at dilferent geo
graphic locations as shown in Table 3 of this
attachment.
For example:
zHuang, J.C. and Monastero, F C , 1982 Re-
view of"the State-of-the-Art of Oil Pollution
Models. Final report submitted to the Amer-
ican Petroleum institute by Raytheon Ocean
Svstems. Co., East Providence' Rhode Island
', Oi\ Spilt Prevention & Control National
Soill Control School, Corpus Christi Slate
lJ'niversitv. Thirteenth Edition, May 1990'
Pt. I12, APP.C
For Higher Volume Port Areas: 15 hrsx0 69
miles/hr=10.4 miles
foi C..rt Lakes and all other areas" 27
hrsx0.69 miles/hr:18.6 miles
(6) The total distance that the oil will
travel from the point of discharge, including
the distance due to spreading, is calculated
as follows:
Higher Volume Port Areas: d=10 4+4 5 miles
o-r aDoroximatelY l5 mi les
Great'Lakes and all other areas: d:18 6t4 5
miles or aPproximately 23 miles
4.0 Oil Transport on Tidal-Influence Areas
4.1 The planning distance method for
tidal influence navigable water is based on
worst case discharges of persistent and non-
Dersistent oils. Persistent oils are of primary
io.."., because they can potentially cause
harm over a greater distance' For persistent
oits alscta.g;d into tidal waters, the plan-
ninp distanle is 15 miles from the facility
Jo*'. .r..".t during ebb tide and to the
o.i.t of maximum tidal influence or l5
miles. whichever is less, during flood tide'
4.2 For non-persistent oils discharged into
tiJil waters. the planning distance is 5 miles
irorn the tacility down current during ebb
tide and to the p6int of maximum tidal influ-
ence or 5 mites' whichever is less, during
flood tide.
4.3 Example of Deterfiining the .llarlling
Distance fo'r Two Types of Navigable Water
Conditions. Below is an example of how to de-
iermine the proper planning distance when.a
facility could impait two types of navigable
water conditions: moving water and tidal
water.'' (ii Facility X stores persistent oil and is
located downstream from locks along a slow
-""i"n river which is affected by tides The
.ir". r?tocitv, v, is determined to be 0 5 feet/
second froni the Chezy-Manning equation
rrsed to calculate oil transport on moving
navipable waters. The specified time inter-
val, i, obtained from Table 3 of this attach-
ment for river areas is 27 hours Therefore'
solving for the planning distance, d:
d=vxtxc
d= (0. S ftlsec; x1Z7 hours)x(0.68 secmile/hrft)
d:9.18 miles.
(2) However, the planning distance .formaximum tidal influence down current dur-
ins ebb tide is l5 miles' which is greater than
i}rE calculated 9.18 miles. Therefore' l5 miles
do*."t..u- is the appropriate planning dis-
tance for this facility-
5.0 Oil Transqort Over Land
5.1 Facility owners or operators must
evaluate the potential for oil to be trans-
oorted over land to navigable waters of the
iJnited States. The owner or operator musl
etuluate the likelihood that portions of-a
worst case discharge would reach navigable
57
Pt. I12, APP. C
waters via open channel flow or from sheet
no* ,..o". ihe land, or be prevented from
rlachlng navigable waters when trapped in
.ri1.r."t"". min-made depressions excluding
secondarv cont ai nment structures'- 5.2 As"discharged oil travels over land' it
mav enter a stoim drain or open concrete
chinnel intended for drainage' It is assumed
that once oil reaches such an inlet' it will
flow into the receiving navigable water' D.ur-
irl u .tot* event. it Is highty probable that
rhE oil will eiLher flow into the drainage-
ria""t"."" or follow the natural contours of
the land and flow into the navigable water'
Exoected minimum and maximum velocil ies
are provided as examples of open concrete
channel arld pipe flow. The ranges listed
below reflect minimum and maximum ve-
locities used as design criteria a The calcula-
tion below demonstrates that the time re-
ouired lor oil to travel through a storm drain
o, or". concrete channel to navigable water
is negligible and can be considered instanta-
neous. The velocities are:
For ooen concrete channels:
maximum velociry=25 feet per second
minimum velocitr=3 feet Per second
For storm drains:
maximum velocity:25 feet per second
minimum velocity--2 feet per second
5.3 Assuming a length of 0 5 mile from the
point of dischaige through an open concret€
thannel or concrete storm drain to a navi-
gable water, the travel times (distance/veloc-
ity) are:
1.8 minutes at a velocity of 25 feet per second
ia.z *it,rt"" at a velocity of 3 feet per second
i2.0 -i.rt." for at a velocity of 2 feet per
second
5.4 The distances that shall be considered
todetermine the planning distance are illus
trated in Figure C-l of this attachment l ne
relevant distances can be described as fol-
lows:
Dl=Distance from the nearest opportunity
for discharge, X r, to a storm drain or an
tl". .o...."t. channel leading to navigable
water,
DZ=Distance through the storm drain or
open concrete channel to navigable water'
D35istance downstream from the outfall
within which fish and wildlife and sensitive
tTh. d"tig" velocities were obtained from
ff"*".a Co"unty, Maryland Department of
Frulic Wo.ks' -Storm Drainage Design Man-
ual.
40 CFR Ch. I (7-t-05 Edition)
environments could be iniured or a public
drinking water intake would be shut down
as deteimined by the planning distance
formula.
D4=Distance from the nearest opportunity- i.. Jitlhr.ge, Xz, to fish and wildlife and
sensitive erlvironments not bordering navi-
gable water.
5.5 A facility owner or operator. whose
nearesl opportJnity lor discharge is located
within 0.i mile of a navigable water.must
complete the planning dislance calculation
io-ii'f". the tvpe of navigable water near the
iu.itir, o, ,16 , comParable formula'
5.6 h facility thai is located at a distance
orpater than 0.-5 mile from a navigable water
"-"ti l* lrr.ulate a planning distance (D3)
iiil it i" close proximity (i e , Dl is less than
0.5 mile and oiher factors are conducive to
oil t.r".t over land) to storm drains that
flow to .arigrble waters Factors to be con-
rj;;.J t" aisessing oil transport over land
to storm drains shall include the topograpny
of the surrounding area, drainage patterns'
-an-maae barrieis (excluding secondary
.ontui.-.nt structures), and soil distribu-
tion and porosity Storm drains or concrete
aili"ig.'.hu.,r"it that are located in close
.r.*i-"itv to the facility can provide a direct
iratlrwav to navigable waters. regardless ol
[t. t""ettt of the-drainage pipe lf Dl is-less
if,i.t o.-"q"rt to 0.5 mile, a discharge from
ii," i".iriti, could pose substantial harm be-
iause the"time to travel the distance from
;;;;.;; drain to the navigable water (D2)
is virtuallY instantaneous''"5.i t tility t proximity to fish and wild-
life and sensitive environments not Dor-
a"ii"g u navigable water, as depicted as D4
i" piEu." C-l"of this attachment' must also
be c6nsidered. regardless of the distance
irom the facility to navigable waters Fac-
Itit t" u. consi"tlered in assessing oil trans-
"".i o""t land to fish and wildlife and sen-
litire e.ri.o.ments should include the to-
oopraohv of the surrounding area' drainage
iui..i"i man made barriers (excluding sec-
L.dury .o.aui.ment structures), and soil dis-
tribution and PorositY.- S.S tf a facility is not found to pose sub-
stantial harm to fish and wildlife and sen-
.iiir. .rti.o.*ents not bordering navigable
waters via oil transport on land' then sup-
oorLins documentation should be maintained
ii the"facility However, such documentation
rn""ta U" suLmitted with the response plan
ii " i"citlty is found to pose substantial
harm.
58
Environmenlol Ploleclion AgencY Pl. I12, APP. C
[59FR34102,Julyl,1994,asamendedat65FR40798'June30'2000;67FR47152'JulylT'20021
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59
Pl. I12, APP. O
APPENDIX D TO PART IIz-DETERMINA'
TION OF A WORST CASE DISCHARGE
PLANN]NG VOLUME
1.0 Instructions
1.1 An owner or operator is required to
comolete this worksheet if the [acilily meets
the triteria, as presented in ApPendix C to
this part, or it is determined by the RA that
the facility could cause substantial harm to
the enviroirment The calculation of a worst
case discharge planning volume is used for
emergency [tanning purposes, and is re-
quired in 40 CFR 112.20 for facility owners or
ooera(ors who must prepare a response plan'
When planning for the amount of resources
and equipment necessary to respond to th€
worst'caie discharge planning volume, ad-
verse weather conditions must be taken into
consideration. An owner or operator is re-
quired to determine the facility's worst case
discharge planning volume from either part
A of this appendix for an onshore storage fa-
cilitv. or oart B of this apPendix for an on'
shor"e production facility The worksheet
considers the provision of adequate sec-
ondary containment at a facilitY.
1.2 -For onshore storage facilities and pro-
duction facilities, permanently manifolded
oil storage tanks are defined as tanks that
are desig-ned, installed' and/or operated in
such a mlanner that the multiple tanks func-
tion as one storage unit (i.e., multiple tank
volumes are equalized). In a worst case dis-
charge scenario, a single failure could cause
the Jischarge of the contents of more than
one tank. The owner or operator must pro-
vide evidence in the response plan that tanks
with common piping or piping systems are
not operated as one unit. If such evidence is
orovided and is acceptable to the RA' the
*o.rt .r.. discharge planning volume would
be based on the c;pacity of the largest oil
storage tank within a common secondary
conta-inment area or the largest oil storage
tank within a single secondary containment
area, whichever iJ greater. For permanently
manifolded tanks ihat function as one oil
storage unit, the worst case discharge plan-
ning iolume would be based on the combined
oil itorage capacity of all manifolded tanks
or the capacity of the largest single oil stor-
age tank within a secondary containment
aiea, whichever is greater. For purposes of
this rule, permanently manifolded tanks
that are separated by internal divisions for
each tank ire considered to be single tanks
and individual manifolded tank volumes are
not combined.
1.3 For production facilities, the presence
of exploraiory wells, production wells' and
oil stbrage tanks musi be considered in the
calculati"on. Part B of this appendix takes
these additional factors into consideration
and orovides steps for their inclusion in the
totui *o.rt case discharge planning volume'
40 CFR Ch. I (7-l-05 Edition)
Onshore oil production facilities may include
all wells, flowlines, separation equipment'
storage facilities, gathering lines, and auxil-
iarv non-transportation-related equipment
ani facilities in a single geographical oil or
gas field operated by a single operator' Al-
ffrough a potential worst case discharge
.laniins volume is calculared within each
lection"of the worksheet. the linal worst
case amount depends on the risk parameter
that results in the greatest volume'
1.4 Marine transportation-related transfer
facilities that contain fixed aboveground on-
shore structures used for bulk oil storage are
jointly regulated by EPA and the U S Coast"c"u.i U5cc), ,.d .re termed "complexes "
Because the USCG also requires response
plans from transportation-related facilities
io address a worst case discharge of oil' a
seDarate calculation for the worst case dis-
charge planning volume for USCG-related fa-
cilities is included in the USCG IFR (see Ap-
oendix E to this parL. section 13' for avail-
abiliry). All complexes that are jointly regu-
lated by EPA and the USCG must compare
both cilculations for worst case discharge
planning volume derived by using^the.EPA
anO USdC methodologies and plan for which-
ever volume is greater.
PART A: WORST CASE DISCHARGE PLAN.
NING VOLUME CALCULATION FOR ON'
SHORE STORAGE FACILITIES '
Part A of this worksheet is to be com-
pleted by the owner or operator-of an-SPCC-
iegulated facility (excluding oil production
falilities) if the facility meets the criteria as
presented in Appendix C to this part or if it
'is determined-bv the RA that the facility
could cause subsiantial harm to the environ-
ment. If you are the owner or operator of a
productidn facility' please proceed to part B
of this worksheet.
A.I SINGLE-TANK FACILITIES
For facilities containing only one above-
ground oil storage tank, the worst case dis-
fharge planning volume equals the capacity
of the oil storage tank. If adequate sec-
ondary containment (sufficiently large to
contain the capacity of the aboveground oil
storage tank plus sufficient freeboard to
allow'for precipitation) exists for the oil
storage tank, multiply the capacity of the
tank by 0.8.
(I) FINAL WORST CASE VOLUME:
GAL
(r) D" not Proceed further.
-r'storage
fucilities" represent all facili-
ties subjeit to this part, excluding oil pro-
duction facilities.
60
Envilonmenlol Proleclion Agency
A.2 SECONDARY CONTAINMENT-
MU LTTPLE-TANK FACILITI ES
Are all aboveground oil storage tanks or
groups of aboveground oil storage lanks at
Ihe aacility withbut adequate secondary con-
tainment? 2
_ (Y/N)
A.2.1 If the answer is yes, the final worst
case discharge planning volume equals the
total abovegriunZ oit storage capacity at the fa-
cilitv.
(Ii FINAL WORST CASE VOLUME:
GAL
1, D. not proceed further.
n'.2.2 lt the answer is no, calculate the
total aboveground oil storage capacity.of
tanks without adequate secondary contain-
ment. If a7I aboveground oil storage tanks or
groups of abovegiound oil storage tanks at
l-he iacility have adequate secondary con-
tainment, ENTER "0" (zero).
-
GAL
A.2.3 Calculate the capacity of the largest
single aboveground oil storage tank within
an adequate secondary containment area or
the combined capacity of a group of above-
sround oit storage lanks permanenily
iranifolded together. whichever is greater'
PLUS THE VOI-UVP FROM QUESTION
4.2.2.
FINAL WORST CASE VOLUME:3
-
GAL
PART B: WORST CASE DISCHARGE PLAN-
NING VOLUME CALCULATION FOR ON-
SHORE PRODUCTION FACILITIES
Part B of this worksheet is to be completed
bv the owner or operator o[ an SPCC regu-
tjted oit production facility if the facilily
meets the criteria presented in Appendix C
to this part, or if it is determined by the RA
that the facility could cause substantial
harm. A produciion facility consists of all
wells (producing and exploratory) -qtd. t9l
lated equipmeniin a single geographical oil
or gas field operated by a single operator'
8.1 SINGLE.TANK FACILITIES
B.1.1 For facilities containing only one
aboveground oil storage tank, the worst case
dischalge planning volume equals the capac-
itv of t*he abovegrcund oil storage tank plus
tde production iolume of the well with the
high-est output at the facility. If adequate
2Seconclary containment is described in 40
CFR part 112, subparts A through C Accept-
able methods and structures for containment
are also given in 40 CFR 112.7(c)(1)'
3All colmplexes that are jointly regulated
by EPA and the USCG must also calculate
tire worst case discharge planning volume for
the transportation-related portions o-l t he ta
cility and plan for whichever volume is
greater.
Pl. I12, APP. D
secondary containment (sufficiently large to
Lo.tul. ihe capacity of the aboveground oil
storage rank plus sufficient' freeboard to
allodfor precipitation) exists for the storage
tank, muitiply the capacity of the tank by
0.8.
B.1.2 For facilities with production wells
producing by pumping. if the rate of the well
*ltn tn""nignest ouaput is known and the
numbe. of iays the -facility is unattended
can be predicted. then the prod^uc.tion Ygl"*,"
is equai to the pumping rate of the well mul-
tiplied by the'grejtesi number of days the
facility is unartended.
B.l.i If the pumping rate of the well with
the highest ouiput is estimated or the max-
imum-number of days the facility is unat-
tended is estimated, ihen the production vol-
ume is determined from the pumping rate ol
the well multiplied by 1.5 times the greatest
number of days that the facility has been or
is exDected to be unattended.g.i.a attachment D-t to this appendix
orovides methods for calculating the produc-
Lion volume for exploratory wells and pro-
duction wells producing under pressure , -- --- (i) FINAL' woRST cASE VoLUME:
GAL
-(2) Do not Proceed further.
8.2 SECONDARY CONTAINMENT-
M tJ LT I P LE -TAN K FAC I L IT I ES
Are all aboveground oil storage tanks or
groups of aboveground oil storage tanks at
;he facili(y withoul adequate secondary con
tainment?
_ (Y/N)
8.2.1 If the answer is yes, the final worst
case volume equals the total aboveground oil
storage capaciiy without adequate secondary
cont;nment plus the production volume of
ihe well with the highest output at the facil-
itv.-(l) For facilities with production wells pro
ducing by pumping, if the rate of the well
with itre highe3t output is known and the
number of Iays the'facility is unattended
can be predicted' then the production yglum.e
is equai to the pumping rate of the well mul-
tiplied by the greatesi number of days the
facility is unattended.
(2) If the pumping rate of the well with the
highest output is estimated or the maximum
.rl*bu. of days the facility is unaftended-is
estimated, thLn the production volume is de-
termined from the pumpin8 rate of the well
muttiplied by 1.5 times lhe greatest number
of days that the facility has been or is ex-
oected to be unat tended.
(3) Attachment D-l to this appendix pro-
vides methods for calculating the production
volumes for exploratory wells and produc-
tion wells producing under pressure
(A) FINAL WORST CASE VOLUME:
GAL
-fe) D" not Proceed further.
61
Pt. I12, APP. D
8.2.? lf the answer is no, calculate the
total aboveground oil storage capacity.of
tanks without adequate secondary contain-
ment. If aI1 aboveground oil storage tanks or
groups of abovegiound oil storage tanks at
;he iacitity have adequate secondary con-
tainment, ENTER "0" (zero)-
-
GAL
B.2.3 Calculate the capacity of the largest
single aboveground oil storage tank within
an adequate secondary containment area or
the combined capacity of a group of above-
ground oil storage tanks permanently
iranifolded together. whichever is greater'
olus the oroduition volume of the wcll wiLh
tn" frigtrlrt output. PLUS THE VOLUME
FROM QUESTION 8.2.2. Attachment D-l
orovides methods for calculating the produc
iion volumes for exploratory wells and pro'
duction wells producing under pref:Yle-.. -- .(I) FINAL. WORST CASE VOLUME:
GAL-(DDo not proceed further.
ATTACHMENTS TO APPENDIX D
ATTACHMENT D-I-METHODS TO CALCULATE
PRODUCTION VOLUMES FOR PRODUCTION FA-
CILITIES WITH EXPLORATORY WELLS OR PRO-
DUCTION WELLS PRODUCING UNDER PRES-
SURE
1.0 Introduction
The owner or operator of a production fa-
cility with exploratory wells or production
welli producing under pressure shall com-
Dare the well rite ol- the highest output well
trate of wetl), in barrels per day. to the a-bil-
ity of response equipment and personnel-to
,"""ou". tlie volume of oil that could be dis-
charged (rate of recovery), in barrels per day'
The iesult of this comparison will determine
the method used to calculate the production
volume for the production facility This pro-
duction volume is to be used to calculate the
worst case discharge planning volume in part
B of this aPpendix.
2.0 DescriPtion of Methods
2.1 Method A
If the well rate would overuhelm the re-
sDonse eFforts (i.e.. ra(e of well/rate of recov-
elv >l). then the production volume would be
th; 30-day f,orecasted well rate for a well
10,000 feei deep or less, or the 45-day fore-
casted well rate for a well deeper than l0'000
feet.
(l) For wells 10,000 feet deep or less:
Production volume=30 days x rate of well'
'Al1 ".-pl""es that are jointly regulated
bv EPA and the USCG must also calculate
tire worst case discharge planning volume for
the transportation-related portions of tlle ta-
cility and plan for whichever volume is
greater.
40 CFR Ch. I (7-l-05 Edition)
(2) For wells deeper than 10,000 feet:
Production volume=45 days x rate ofwell'
2.2 Method B
2.2.1 \f the rate of recovery would be
oreater than the well rate (i.e.' rate of well/
iut" of r".oru.y <l)' then the production vol-
ume would "qril the sum of two terms:
Production volume=discharge volumel + dis-
charge volume2
2.2.2 The first term represents the volume
of the oil discharged from the well between
the time of the blowout and the time the re-
sponse resources are on scene and recovering
oil (discharge volumel).
Discharge volumer=(days unattended+days
to respond) x (rate of well)
2.2.3 The second term represents the vol-
ume of oil discharged from the well after the
resDonse resor..eibegin oPerating until the
disiharge is stopped. adjusted for the recov-
ery ratJ of the iesponse resources (discharge
volume :).
(l) For wells 10,000 feet deep or less:
Discharge volume:=130 days- (days ^unar.'tendei'* days to respond)l x (rate of well)
x (rate of wejt/rate of recoverY)
(2) For wells deeper than 10,000 feet:
Discharge volume2: [45 days - (days
-
unat.-
tendecl" + days to respond)l x (rate of welt)
x (rate of well/rate of recoverY)
3.0 ExamPle
3.1 A facility consists of two production
wells producing under pressure, which are
both less than 10.000 feet deep The well rate
of well A is 5 barrels per day' and the well
rate of well B is l0 barrels per day The facil-
ity is unattended for a maximum of 7 days'
Tie facility operator estimates that it will
take 2 day; to have response equipment.and
Dersonnel on scene and responding to a blow-
but, and that the projected rate of recovery
will be 20 barrels Per daY.
(l) First. the facility operator de-1e1mtnes
thai the highest outPut well is well B The
facility opeiator calCulates the ratio of the
rate of well to the rate of recoverY:
l0 barrels per day/20 barrels per day.=0 5 B.e-
cause the ratio is less than one' the facil-
ity operator will use Method B to calculate
the production volume.
(2) The first term of the equation is:
Discharge volumel=(7 days + 2 days) x (10
barrels Per daY)=90 barrels
(3) The second term of the equation is:
Discharge volume ?=[30 days---(7.9qy: * 2
days)l*x (10 barrels per day) x (0 5)=105 bar-
re Is
(4) Therefore, the production volume is:
Production volume=90 barels + 105
barels=195 barrels
62
Envilonmenlol Proleclion Agency
3.2 If the recovery rate was 5 barrels per
day, the ratio oF rate of well to rate of recov-
ery would be 2, so the facility operator would
uri M.thod A. The production volume would
have been:
30 days x l0 barrels per day=300 barrels
[59 FR 34110. July l, 1994; 59 FR 49006' Sept'
26, 1994, as amended at 65 FR 40800, June 30,
2000; 67 FR 47152, JulY 17 ' 2002l,
APPENDIX E TO PART IIz-DETERMINA.
TION AND EVALUATION OF REQUIRED
RESPONSE RESOURCES FOR FACILITY
RESPONSE PLANS
1.0 PurPose and Definitions
1.1 The purpose of this appendix is to de-
scribe the procedures to identify response re-
sources to meet the requirements of S 112.20'
To identify response resources to meet the
facility response plan requirements -of^ 4-0
CFR 1i2.20(li), owners or operators shall fol-
low this appendix or, where not appropriate'
shall clearly demonstrate in the response
plan why use of this appendix is not appro-
priate at the facility and make comparable
arrangements lor response resources.
1.2 Definitions.
1.2.1 Animal fal means a non-petroleum
oil, fat, or grease of animal, fish, or marine
mammal origin. Animal fats are further
classified basid on specific gravity as fol-
lows:
(1) Group A-specific gravity less than 0.8'
(2) Group B-specific gravity equal to or
greater than 0.8 and less than 1.0.- (3) Group C-specific gravity equal to or
greater than 1.0.- 1.2.2 Nearshore is an operating area de
fined as extending seaward 12 miles from the
boundary lines defined in 46 CFR part 7,^ex-
cept in the Grlf of Mexico. In the Gulf of
Mexico, it means the area extending l2 miles
from the line of demarcation (COLREG lines)
defined in 49 CFR 80.740 and 80.850.
l.?.3 Non-persistent oils or Group I oils in-
clude:
(1) A petroleum-based oil that' at the time
of shipment, consists of hydrocarbon frac-
tions:
(A) At least 50 percent of which by volume,
distill at a temperature of 340 degrees C (645
degrees F): and
G) At least 95 percent of which by volume'
distitl at a temperature of 370 degrees C (700
degrees F); and
(7) A non-petroleum oil, other than an ani-
mal fat or vegetable oil, with a specilic grav
ity less than 0.8.
1.?.4 Non-petroleum oil means oil of any
kind that is not petroleum-based, including
but not limited to: fats, oils, and greases of
animal. fish, or marine mammal origin; and
vegetable oils, including oils from seeds,
nuts, fruits, and kernels.
Pl. I12, APP. E
1.2.5 Ocean means the nearshore area'
1.2.6 Operating area means Rivers and Ca-
nals. Inland, Nearshore, and Great Lakes ge-
ographic location(s) in which a facility is
trand'ting, storing, or transporting oil. -1.2.7 -Operating environment means Rivers
and Canals, Inland, Great Lakes, or Ocean'
These terms are used to define the condi-
tions in which response equipment is de-
signed to function.
1.2.8 Persistent oils include:
(l) A petroleum-based oil that does not
meet the distillation criteria for a non-per-
sistent oil. Persistent oils are further classi-
fied based on specific gravity as follows:
(A) Group 2-specific gravity less than 0 85;
(B) Group 3-specific gravity equal to or
greater than 0.85 and less than 0.95;- (C) Group 4-specific gravity equal to or
greater than 0.95 and less than 1.0; or
(D) Group S-specific gravity equal to or
greater than 1.0.- (2) A non-petroleum oil, other than an ani-
mal fat or vegetable oil, with a specific grav-
ity of 0.8 or greater. These oils are further
cllssified based on specific gravity as fol-
lows:
(A) Group 2-specific gravity equal to or
qreater than 0.8 and less than 0.85:
(B) Group 3-specific gravity equal to or
greater than 0.85 and less than 0.95:
(C) Group 4-specific gravity equal to or
greater than 0.95 and less than 1.0; or- (D) Group S-specific gravity equal to or
greater than 1.0.
1.2.g Vegetable oil means a non-petroleum
oil or fat -of vegetable origin, including but
not limited to oils and fats derived from
Dlant seeds. nuts, fruits. and kernels Vege-
i:able oils are further classified based on spe-
cific gravity as follows:
(1) broup A-specific gravity less than 0 8'
(2) Group B-specific gravity equal to or
ereater than 0.8 and less than 1.0.
(3) Group C-specific gravity equal to or
greater than 1.0.
1.2.10 Other definitions are included in
Sll2.2, section 1.1 of Appendix C, and section
3.0 of Appendix F.
2.0 Equipment Operability and Readiness
2.1 All equipment identified in a response
plan must be designed to operate in the con-
iitions expected in the facility's geographic
area (i.e., operating environment). These
conditions vaiy widely based on location and
season. Therefbre, it is difficult to identify a
sinsle stockpile of response equipment that
will function effectively in each geographic
location (i.e., operating area).
2.2 Facilities handling, storing, or trans-
porting oil in more than one operating envi-
ion-..t as indicated in Table I of this ap-
pendix must identify equipment capable. of
iuccessfully functioning in each operating
environment.
63
o
Pt. ll2, App. f
2.3 When identifying equipment for the
response plan (based on the use of this ap-
oendix). a facility owner or operator must
tonsider the inherent limitations of the
operability ol equipment components and- re-
sponse syitems. The criteria in Table I oI'
tiris app6ndix shall be used to evaluate the
operability in a given environment. These
ciiteria reflect the general condit ions in cer'
tain operating environments.
2.3.1 The Regional Administrator may re-
quire documeniation that the boom identi-
fied in a facility response plan meets the cri-
teria in Table I of this appendix. Absent ac-
ceptable documentation the Regiollal Ad'
ministrator may require that the boom be
tested to demonstrate that it meets the cri-
teria in Table I of this appendix. Testing
must be in accordance with ASTM F 715'
ASTM F 989, or other tests approved by EPA
as deemed appropriate (see Appendix F to
this part, seciion 13' for general availability
of documents).
2.4 Table I of this appendix lists criteria
for oil recovery devices and boom. All other
equipment necessary to sustain or support
.espo.se operations in an operating environ-
.r"rrt *r.i be designed to function in the
same conditions. Foi example, boats that de-
ploy or support skimmers or boom must be
i.pabte of 6eing safely operated in lhe sig-
niiicant wave heights listed for the applica-
ble operating environment.
2.5' A faciTity owner or operator shall refer
to the applicible Area Contingency ^Plan(ACP), wliere available, to determine if ice,
debris, and weather-related visibility are sig-
nificant factors to evaluate the operability
of equipment. The ACP may also identily the
ar".igi temperature rangis expected in .thefacilily s operating area All equiPment iden-
tilied in a iesponse plan must be designed to
operate within those conditions or ranges'-2.6 This appendix provides information on
resDonse resou.ce mobilization and response
times. The distance of the facilily from the
storage location of the response resources
must be used to determine whether the re-
sources c:rn arrive on-scene within the stated
time. A facility owner or operator shall in-
clude the time for notification, mobilization,
and travel of resources identified to meet the
medium and Tier I worst case discharge re-
quirements identified in sections 4.3 and 9 3
of this appendix (for medium discharges) and
section 5"3 of this appendix (for worst case
discharges). The facility owner or operator
must plan for notification and mobilization
of Tier 2 and 3 response resources as nec
essary to meet the requirements for arrival
..-..L." in accordance with section 5 3 of
this appendix. An on-water speed-of 5 knots
and a-iand speed of 35 miles per hour is as-
sumed, unless the facility owner or operator
can demonstrate otheruise.
2.7 In identifying equipment' the facility
owner or operator shall list the storage loca-
40 CFR Ch. I (7-l-05 Edition)
tion. ouantitv, and manufacturer's make and
modell For oil recovety devices' the effective
dailv recoverv capacity. as determined using
section 6 of ti.ls ippendix mus( be included'
For boom, the oveiill boom height (draft and
freeboard) shall be included. A facility owner
or operator is responsible for ensuring that
the identified boom has compatible connec-
tors.
3.0 Determining Response Resources \e,quired.for Small Dlschaiges-Petroleum Oils and
Non Petroleum Oils Other Than Animal Fats
and Vegetable Oils
3.1 A facility owner or operator shall
identify sufficient response resources avail-
able, by contract or other approved me?ls..as
descriSed in Sll2.2, to respond to a small dis-
charge. A small discharge is defined as-any
dischlrge volume less than or equal,to-2,100
gallonsl but not to exceed the calculated
io.tt "r"" discharge. The equipment must be
designed to function in the operating envi-
ronrient at the point of exPected use
3.2 Complexe! that are regulated 9y-EIland the United States Coast Guard (USCG)
must also consider planning quantities for
the transportation-related transfer portion
of the facility.
3.2.1 Petroleum or'Is. The USCG planning
level that coresponds to EPA's "small dis-
charge" is termed "the average-most prob-
able-discharge." A USCG rule found at 33
CFR 154.1020 defines "the average most prob-
able discharge" as the lesser of 50 barrels
(2,100 gallons-) or I percent of the volume of
the worst case discharge. Owners or opera-
tors of complexes that handle, store' or
transport pe[roleum oils must compare oil
dischirge volumes for a small discharge and
.. ateiag. most probable discharge, and
olan for whichever quant ity is greal er'' 3.2.2 Non petroleum oils other than animal
fats and vegetable oi1s. Owners or operators of
comolexes that handle, store. or transport
non petroleum oils other than animal fats
and vegetable oils must plan-for oil.dis-
charge -volumes for a small discharge' There
is nJUSCG planning level that directly cor-
responds to EPA'S "small discharge " How-
ever. the USCG (at 33 CFR 154 545) has re-
quirements to identify equipment-to contain
oil resulting from an operational discharge'
3.3 The response resources shall, as appro-
oriate. include:' 3.3.1 One thousand feet of containmenl
boom (or, for complexes with marine transfer
components, 1,000 feet of containment boom
or two times the length of the largest vessel
that regularly conducts oil transfers to or
from th"e faciiity, whichever is greater)'-and
a means of deploying it within I hour of the
discovery o[ a discharge:
3.3.2 Oil recovery devices with an effec-
tive daily recovery capacityequal to the
amount of oil discharged in a small dis-
charge or greater which is available at the
64
Environmenlol Proleclion AgencY
facility within 2 hours of the detection of an
oil discharge; and
3.3.3 Oil" storage capacity for recovered
oily material indicated in section l2'2 of this
appendix.
4.0 Determining Response Resources Required.
for Medium bischirges-Petoleum Oils and
Non-Petroleum Oils Other Than Animal Fats
and Vegetable Oils
4.1 A facility owner or operator shall
identifv sufficient response resources avail-
able, by contract or other approved means as
describ'ed in Sll2.2, to respond to a medium
discharge of oil for that facility. This will re-
ouire response resources capable of con
tri.i.g and collecting up to 36.000 gallons ol
oil or I0 percent of the worst case discharge'
whichever is Iess. All equipment identified
must be designed to operate in the applicable^
operating e.ii.o.-".t specified in Table I of
this aooendix.
4.2 'Complexes that are regulated by EPA
and the USCG must also consider planning
ouantities for the transportation-related
tlransler Dortion of the facility.
4.2.1 Petroleum oils The USCG planning
level that corresponds to EPA's "medium
discharge' ' is termed " the maximum nlost
orobabl"e discharge. ' The USCG rule found a(
Sl CRR patt 154 defines 'the maximum mosl
orobable clischarqe" as a discharge of l'200
Larrels (50,400 ga-llons) or l0 percent of the
worst case discfrarge' whichever is less Own-
ers or operators Jf complexes that handle'
s(ore, or transporl petroleum oils must com-
oare calculated discharge volumes for a me
hium discharge and a maximum most prob-
able discharge, and plan for whichever quan-
tifv is sreater.- i.z.z"Non-p"troleum oils other than animal
fais and vegetable or'.ls. Owners or operators of
comDlexes that handle. store. or transport
n6n-'pgtroleum oils other than animal fats
and vegetable oils must plan for oil dis'
charge iolumes lor a medium discharge For
non-ietroleum oils. there is no USCG plan-
ning'level thaL directly corresponds to EPA's
"medium discharge."
4.3 Oil recovery devices identified to meet
the aoolicable medium discharge volume
olannine criteria must be located such that
ih*y u.." capable o[ arriving on scene with.in
6 h6urs in higher volume port areas and the
Great Lakes ind within 12 hours in all other
areas. Higher volume port areas and Great
Lakes are"as are defined in section l 1 of Ap-
pendix C to this Part.
4.4 Because rapid control, containment'
and removal of oii are critical to reduce dis-
charge impact, the owner or operator m^ust
determine response resources using an effec-
tive daily recovery capacity for oil recovery
devices 6qual to 50 percent of the planning
volume aiplicable for the facility as deter-
mined in section 4.1 of this appendix The ef-
fective daily recovery capacity for oil recov-
Pl. I12, APP' E
ery devices identified in the plan must be^de-
teimined using the criteria in section 6 of
this appendix.
4.5 In additlon to oil recovery capacity'
the plan shall, as appropriate, identify suffi-
cient quantity of iontainment boom avail-
able, by contract or other approved means as
describ'ed in Sll2.2, to arrive within the re-
quired response times for oil collection and
Jontainment and for protection of fish and
wildlife and sensitive environments For fur-
ther description of fish and wildlife and sen-
sitive enviionments, see Appendices I' II' and
III to DOCA,IOAA's "Guidance for Facility
and Vessel Response Plans: Fish and Wildlife
and Sensitive
-Environments" (see Appendix
E to this part, section 13, for availability)
and the applicable ACP. Although 40 CFR
part ll2 does not set required quantities.of
toom for oil collection and containment' the
response plan shall identify and ensure' by
aor,tauat or other approved means as de-
scribed in S112.2, the availability of the
quantity of boom identified in the plan for
this purpose.
4.6 Tire plan must indicate the avail-
ability of temporary storage capac-ity to
meet-section l2-.2 of this appendix lf avail-
able storage capacity is insufficient to meet
this level, then the effective daily recovery
capacity must be derated (downgraded) to
th; limlts of the available storage caPacity'
4.7 The following is an example of a me-
dium discharge volume planning calculation
for equipmeni identification in a higher vol-
,-" poit area: The facility s largest- above-
g.orrid ,,oruge tank volume is 840,000 gal-
ions. Ten peice.t of this capacity,is 84'000
gallons. Because l0 percent of the facility's
l-argest tank, or 84,000 gallons, is greater
th; 36,000 gallons, 36,000 gallons is used as
the planning volume. The effective daily re-
.or"ry ..priity is 50 percent of the planning
volurie, "r rg,ObO gallons per day The ability
of oil recovery devices to meet this capacity
must be calculated using the procedures in
section 6 of this appendix. Temporary stor-
age capacity availible on-scene must equal
tfiice irre daily recovery capacity as indi-
cated in section 12.2 of this appendix' or
36,000 gallons per day. This is the informa-
tion thi facility owner or operator must- use
to identify and ensure the availability of the
required response resources' by contract-o-r
other approved means as described in Sll2 2'
fne faiiiity owner shall also identify how
much boom is available for use'
5.0 Determining Response Resources Required
for the Worst Case Discharge to the Maximum
Extent Practicable
5.1 A facility owner or operator shall
identify and e;sure the availability of' by
65
Higher volume Port areas
Gr6al Lakes
AII other river and canal, inland, "to """i"n"i" "t"""
Pt. I12, ApP. r
contract or other approved means as de-
scribed in Sll2.2, sufficient response re-
sources to respond to the worst case dis-
charge of oil to the maximum extent prac-
ticab"le. Sections 7 and 10 of this appendix de-
scribe the method to determine the nec-
essarv resDonse resources. Worksheets are
provifed as Attachments E-l and E-2 at the
Lnd of this appendix to simplify the proce-
dures involved in calculating the planning
volume for response resources for the worst
case discharge
5.1 A fac-ility owner or operator shall
identify and ensure the availability of' by
contrait or other approved means as de-
scribed in Sll2.2, sufficient response re-
sources to respond to the worst case dis-
charge of oil to the maximum extent prac
ticab"le. Sections 7 and l0 of this appendix de-
scribe the method to determine the nec-
essary response resources. Worksheets are
provi"ded ai Attachments E-1 and E-Z at the
Lnd of this appendix to simplify the proce-
dures involved in calculating the planning
40 CFR Ch. I (7-l-05 Ediiion)
volume for response resources for the worst
case discharge.
5.2 Compi-exes that are regulated by EPA
and the USCG must also consider planning
for the worst case discharge at the transpor-
tation-related portion of the facility - The
USCG requires that transportation--related
facility ow."rs or operators use a different
calculition for the worst case discharge in
the revisions to 33 CFR part l54 Owners or
oDerators of complex facilities that are regu-
lated bv EPA and ttre USCG must compare
both ca"lculations of worst case discharge de-
rived by EPA and the USCG and plan for
whichever volume is greater.
5.3 Oil discharge response resources iden-
tified in the response plan and available' by
contract or other approved means as de-
scribed in Sll2.2, to meet the applicable
worst case discharge planning volume must
be located such thit [hey are capable of ar-
riving at the scene of a discharge,within the
timeJ specified for the applicable response
tier listed as follows
this appendix shall. as appropriate. identify
,orr."i of additional equipment equal to
twice the cap listed in Tier 3 or the amount
necessarv to reach the calculated planning
volume, "whichever is lower. The resources
identified above the cap shall be capable of
arriving on-scene not later than the Tier 3
.e.po..i times in section 5.3 of this appen-
dixl No contract is required. While general
listings ol- available response equipment may
be used to identify additionat sources (I e '"oublic' resourcej vs. "private" resources)'
the resoonse plan shall identify the specific
sources, locaiions, and quantities of equip-
ment that a facility owner or operator,has
considered in his oiher planning When list-
ins USCG-classified oil spill removal orBani-
zaiion(s) lhat have suflicient removal capac-
ity to recover the volume above the response
cjoacitv cap for the specific facility, as spec-
ifi;d i; Tabte 5 of this appendix' it is not
necessary to list specific quantities of equip-
ment.
4.5 A facility owner or operator shall
identify the availability of temporary.stor-
age capacity to meet section l2'2 of this ap-
pEnaix. If available storage capacity is insuf-
iicient, then the effective daily recovery ca-
pacity must be derated (downgraded) to the
iimiti of the available storage caPacity'
5.6 When selecting response resources nec-
essary to meet the response plan require-
ment;. the facility owner or operator shall'
as appropriate. ensure that a portion ol
66
54
60
60
Tier 3
(in hours)
The three levels of resPonse tiers apply to
the amount of time in which facility owners
or operators must plan for response re-
sorrcis to arrive at the scene of a discharge
to respond to the worst case discharge plan-
ning volume. For example, at a worst case
disi'harge in an inland area, the first tier of
."roons"e resources (i e. that amounl of on
waier and shoreline cleanup capacity nec-
essarv to respond to the lraction of the worst
case "discharge as indicated through lhe se-
ries of stepstescribed in sections 7'2 and 7'3
or sections 10.2 and 10.3 of this appendix)
would arrive at the scene of the discharge
within l2 hoursl the second tier of response
resources would arrive within 36 hours: and
the third tier of response resources would ar-
rive within 60 hours.
5.4 The effective daily recovery capacity
for oil recovery devices identified in the re-
soonse olan must be determined using the
c'riteria'ilt sect ion 6 ol- this appendix A facil-
ity owner or operator shall identify the stor-
ale locations of a1l response resources used
f& each tier. The ownei or operator of a fa-
cility whose required daily recovery capacity
"*..ids the applicable contracting caps in
Table 5 of this appendix shall, as appro-
priate, identif.y sources of additionaI equip-
ment. their location. and the arrangements
made to obtain this equipment during a re
sponse. The owner or operator of a facility
whose calculated planning volume exceeds-
the applicable contracting caps in Table 5 of
Environmentol Prolection AgencY
those resources is capable of being used in
close-to-shore responJe activities in shallow
water. For any EPA-regulated facility that
is required to- plan for response in shallow
watei, at least 20 percent of the on-water re-
soonse eouipment identil-ied for the applica-
ble operating area shal[. as appropriate'. be
capable of oplrating in water of 6 feet or less
depth.
5.7 In addition to oil spill recovcry de-
vices, a facility owner or operator shall iden-
tify sufficieni quantities of boom that are
.riilrbl", by contract or other approved
means as described in Sll2.2, to arrive on-
scene within the specified response times for
oil containment and collection. The specific
ouanl itv of boom required for collection and
containhent will depend on the facility-spe-
cific information and response strategies em-
ploved. A I'acility owner or operator shall as
appropriale. atso identify suflicient quan'
tities of oi1 containment boom to protect
fish and wildlife and sensitive environments'
For further description of fish and wildlife
and sensitive enviionments, see Appendices
I, II, and I1I to DOC/NOAA's "Guidance lor
Facility and Vessel Response Plans: Fish and
Wildlif; and Sensitive Environments" (see
Appendix E to this par(. secl ion 13. for avail-
"6itirv). and the applicable ACP Refer to
this luidance docurnent for the number of
davs ind eeographic areas (i.e.. operating en'
viionmenls) Ip".ifi"a in Table 2 and Table 6
of this appendix.
5.8 A'ficility owner or operator shall also
identity. by lontract or other approved
means-as described in Sll2.2, the availability
ofan oil spill removal organization(s) (as de-
scribed in-5112.2) capable of responding to a
shoreline cleanup operation involving the
calculated volume oi oil and emulsified oil
that might impact the affected shoreline'
The volume of oil that shall, as appropriate,
be planned for is calculated through the ap-
otiiation of factors contained in Tables 2 3'
b, and 7 of this appendix. The volume cal-
culated from these tables is intended to as-
sist the facility owner or operator to identify
an oil spill rehoval organization with suffi-
cient resources and exPertise.
6.0 Determining Effective Daily Recovery
CapacitY for Oil Recovery Devices
6.1 Oil recovery devices identified by a-fa-
cility owner or operator must be identified
by ihe manufacturer, model' and effective
diily recovery capacity. These capacities
musl be used to determine whether tllere is
sufficient capacity to meet the applicable
planning criteria for a small discharge, a me-
itium diicharge, and a worst case discharge
to the maximum extent practicable'
6.2 To determine the effective daily recov-
ery capacity of oil recovery devices. the for-
mula iitt"d in section 6.2.1 of this appendix
shall be used. This formula considers poten-
tial limitations due to available daylight,
Pt. I 12, App. E
weather, sea state, and percentage of
emulsified oil in the recovered material' The
RA may assign a lower efficiency faclor t9
equipm"ent lisled in a response plan.if it is
rteteimined that such a reduction is war-
ranted.
6.2.1 The following formula shall be used
to calculate the effective daily recovery ca-
pacitY:
R=Tx24hoursxE
where:
R-Effective daily recovery capacity:
T-Throughput rate in barrels per hour
(nameplate capacitY); and
E-20 oeicent efficiency factor (or lower fac-
tor is determined by the Regional Admin-
istrator).
6.2.2 For those devices in which the pump
limits the throughput of liquid, throughput
rate shall be calculated using the pump ca-
pacity.' 6.2.i For belt or moptype devices, the
throughput rate shall be calculated using the
soeed"of the belt or mop through the device'
^'.trrmed thickness of oil adhering to or col-
lected by the device, and surface area of the
belt or mop. For purposes of this calculation'
the assumLd thiikn;ss of oil will be % inch'
6.2.4 Facitity owners or operators that in-
clude oil recov;ry devices whose throughput
is not measurable using a pump capacity or
belt/mop speed may provide information to
support an alternitive method of calcula-
ti<iri. fnis information must be submitted
following the procedures in section 6'3'2 of
this appendix.
6.3
-As an alternative to section 6'2 of this
aooendix. a facility owner or operator may
siLmic adequate eiidence that a different ef-
fective daily recovery capacity should be. ap-
plied for a lpecific oil recovery- device'^Ade-
Luate evidence is actual verified perflorm-
ince data in discharge conditions or tests
usins American Society of Testing and Mate-
rials.- (ASTM) Standard F 631-99, F 808-83
(1999), or an equivalent test apProved-by-EPA
as deemed appropriate (see Appendix-F to
this part, seciion 13, for general availability
of documents).
6.3.1 The following formula must be used
to calculate the effective daily recovery ca-
pacity under this alternative:
R=DxU
where:
R-Effective daily recovery capacity;
D-Average Oil Recovery Rate in bal9-ls pe1
hour (l6m 26 in F 808-83: Item 13 2 16 in F
631-991 or actual performance data); and
U-Hours per day that equipment can oPer-
ate under discharge conditions Ten hours
per day must be used unless a facility
t*r". "o. oPerator can demonstrate that
the recovery operation can be sustained for
longer periods.
67
Pt. I12, App.E
6.3.2 A lacility owner or operator submit-
ting a response plan shall provide data that
supports the effective daily recovery capa-c-
itlls to. thc oil recovery devices listed The
following is an example of these calcula-
tions:
(1) A weir skimmer identified in a response
DIan has a manufacturer's rated throughput
Ii in" p"-p of 267 gallons per minute (gpm)'
267 som=381 barrels Per hour (bph)
n=:?i upnrzl hrlday't0.2=1.8?9 barrels per day
(2) After testing using ASTM procedures'
the skimmer's oil recovery rate is deter-
mined to be 220 gpm. The facility owner or
oDerator identifies sul-ficient resources avai[-
uLl" to support operations for l2 hours per
day.
220 som:314 bph
R=S'ia Uph:tz irr/day=3 768 barrels per day
(3) The facility owner or operator will be
able to use the higher capacity if sulficient
temDorarv oil storage capacity is available'
Detirminition of alternative efiiciency fac-
tors under section 6.2 of this appendix or the
acceptability of an alternative effective
dailv recoverv capacity under section 6 3 of
lrriJappe"aiiwili be made by the Regional
Administrator as deemed appropriate
7.0 Calculating Planning Volumes for a Worst
Case Dischaige-Petroleum Oils and Non-Pe-
troleum Oils-Other Than Animal Fats and
Vegetable Oils
?.1 A facility owner or operator shall plan
for a response io the facility's worst c.ase dis-
charge. ihe planning for on-water oil recov-
erv riust take into account a loss ofsome oil
to'the environment due to evaporative and
natural dissipation, potential increases in
volume due to emulsification, and the poten-
tial for deposition of oil on the shoreline'
The procedures for non-petroleum oils other
than animal fats and vegetable oils are dis-
cussed in section 7.7 of this appendix'
7.2 The following procedures must be used
bv a facilitv owner or operator in deter-
riining the iequired on-water oil recovery
capacitY:--i.z.t 'Tl'r. following must be determined:
the worst case discharge volume of oil in the
facility; the approprGte group(s) for the
types;f oil ha;dlea, stored, or transported
ai'ttre facitity [persistent (Groups 2, 3' 4'..5)
or non-persisi"nl lctotp l)l: and the faci-li-
t,r', tp"tili. operal ing area. See sections I 2 3
u""O f.Z.A o[ this appendix for the definitions
of non-persistent and persistent oils, respec-
tively. Facilities that handle, store, or trans-
port;il from diflerent oil groups musl cal-
iulate each group separately. unless the oil
lioup constiiutei l0
-percent or less by vol-
ime-of the facility's total oil storage capac-
itv. This information is to be used with
riUte z ot this appendix to determine the
1"..".tug.. of the -total volume to be used
40 CFR Ch. I (7-l-05 Edition)
for removal capacity planning Table 2 of
itris appenaix dividei the volume into three
."a.*iiiut, oil lost to the environment: oil
Jepo'sited on lhe shoreline: and oil available
for on-water recovery.
i.z.z Tln" on-water oil recovery volume
snait, as appropriate, be adjusted using,the
.roroo.iat"'emulsification factor found in
ii'ur.'s of this appendix Facilities lhat han-
dle, store, or transport oil from different pe-
trolcum groups must compare the on. water
recoveryvolume for each oil group (unless
the oil grouP constitutes 10 Percent or less
bv voluire oi the facility s total storage ca-
p'rcityi ""a use the calCulation that results
i. thL'largest on-water oil recovery volume
to plan for the amount of response resources
lor a worst case discharge.-i.z.s rh" adjusted volume is multiPled by
the on-water o"il ..cor".y resource mobiliza-
iion factor found in Table 4 of this appendix
iio- ttt. appropriate operating area and re-
sDonse tier io determine the total on-water
oiit..ot"ty capacity in barrels per day that
must be identified or contracted to arrive
o"-ii""" within the applicable time for each
i..po.r" tier. Three iiers are.specif':d: I:1hisher volume port areas. the contracted
li"-.t oi .esor.cei must be located such that
irr.r ,." caoable of arriving on'scene within
e n6r.t for Tier l. 30 hours for Tier 2' and 54
t-rotr.t fo. Tier 3 of the discovery of an oil dis-
.ha.ge. For all other rivers and canals' in-
Iand]nearshore areas, and the Great Lakes'
these tiers are l2' 36, and 60 hours'
7.2.4 The resulting on-water oil recovery
capacity in barrels [er day for each tier is
usld to identify response resources necessary
to sustain opeiatiohs in the applicable oper-
ating area. The equipment shall be capable
oi-i,ittrl"i"g op".itib.t for the time peri^od
rpJii"a i. "Tatlte 2 ol- this appendix The fa-
iili,, o*.". or operator shall identify and
"rtr-t" tf," availability. by contract or other
approved means as described in Sll2 2' of sut-
iiiu"t oit spill recovery devices to provide
the effective daily oil recovery capacity re-
ouired. lf the required capacity exceeds the
Joplicable cap specified in Table 5 of this ap-
oeirdix. then a facility owner or operator
lhutl "..r.", by contrict or other approved
-"u., u, desciibed in 5112.2, only for the
ouantitv of resources required to meet the
cao- bui shall identify sources of additional
..-[or.."t as indicated in section 5 4 of this
appenaix. The owner or oPeratorof€ facility
whose planning volume exceeded the cap in
fgSS *L.t -a"k. a..a.gements to identify
and ensure the availability. by contract or
oih.. rpp.or"d means as described in Sll2 2'
for addiiional capacity to be under contract
bv 1998 or 2003. as appropriate For a facility
tfrat handles muttiple groups of oil the re-
ouired effective daily recovery capacity lor
Jach oll group is caiculated before applying
the cap. itu bit group calculation resulting
in the largest on-water recovery volume
68
Environmenlol Protection AgencY
must be used to plan for the amount of re-
sponse resources ior a worst case discharge,
unless the oil group comprises l0 percent or
less by volumebf the facility's total oil stor-
age capaciLy.-Z.t fne procedures discussed in sections
7.3.1-7.3.3 oi this appendix must be used to
calculate the planning volume for identi-
fying shoreline cleanup capacity (for Group 1
through Group 4 oils).
7.3.1" The fbllowing must be determined:
the worst case discharge volume of oil for
the facility: the appropiiate group(s) for the
types of oil handled, stored, or transported
ui'th. ft.ility [persistent (Groups 2' 3' or 4)
or non-persistent (Group l)l: and the geo-
araDhic area(s) in which the facility operates
fi.e.'. operating areas) For a facilily han-
dllng, itoring, or transporting oil lrom dif-
fereit groupJ each group must be calculated
seorrai-.lv.' Using tEis information. Table 2
ot'this aipendix mus( be used to determine
the percintages of the total volume to be
used'for shoreline cleanup resource planning'
7.3.2 The shoreline cleanup planning vol-
ume must be adjusted to reflect an emulsi-
fication factor using the same procedure as
described in section 7 2.2 of this appendix
?.3.3 The resulting volume shall be used
to identify an oil spill removal organization
with the appropriate shoreline cleanup capa-
bility.
7.4" A response plan must identify re
sponse resources with fire figh-ting- capa-
Uitlty. .Itre owner or operator of a facility
that handles, stores, or transports Group I
through Group 4 oils that does not have ade-
quate fire fighting resources located at the
ficility or that cannot rely on sufficient
local iire fighting resources must identify
adequate fire fighiing resources. The facility
o*rb. ot operator shall ensure' by contract
or other approved means as described in
S112.2, the availability of these resources'
ihu .".porrtu plan must also identify an indi
vidual iocated at the facility to work with
the fire department for Group I through
Grouo 4 oil tires. This individual shall also
verifi, that suflicient well-trained fire fight-
ing iesources are available within a reason-
able response time to a worst case scenarlo'
The individual may be the qualified indi
vidual identified in the response plan or an-
other appropriate individual located at the
facility.
2.5 "The following is an example of the pro-
cedure described above in sections 7 '2 and 7 '3
of this appendix: A facility with a 270,000bar-
rel (11.3-million gallons) capacity for #6 oil
(specitic gravity 0.96) is located in a higher
volume port area. The facility is on a penin
sula and has docks on both the ocean and
bay sides. The facility has four aboveground
oii storage tanks with a combined total ca-
pacity oi80,000 barrels (3.36 million gallons)
and no secondary containment. The remain-
ing facility tanks are inside secondary con-
Pt. I12, APP. E
tainment structures The largest above-
sround oil storage tank (90 000 barrels or 3 78
i,illio. gallons) has its own secondary con-
tainmenl. Two 50,000 barrel (2.1 million gal-
lon) tanks (that are not connected by a
manifold) are within a common secondary-
containment tank area, which is capable of
holding 100,000 barrels (4.2 million gallons)
plus sufficient freeboard.
7.5.1 The worst case discharge for the fa-
cilily is calculated by adding the capacity of
all iboveground oil storage tanks without
secondary" containment (80,000 barrels) plus
the capatity of the largest aboveground oil
storage tank inside secondary containment'
The r;sulting worst case discharge volume is
170,000 barrels or 7.14 million gallons'
7.5.2 Because the requirements for Tiers l'
2, and 3 for inland and nearshore exceed the
caos idenlified in Table 5 of this appendix'
th! facility owner will contract for a re
sponse to 1b,000 barrels per day (bpd) for Tier
l: 20,000 bpd for Tier 2, and 40,000 bpd for Tier
3. Resorrces for the remaining 7,850 bpd for
Tier 1,9,750 bpd for Tier 2, and 7,600 bpd for
Tier 3 shall be identified but need not be con-
tracted for in advance. The facility owner or
operator shall, as appropriate, also identify
or contract for quantities of boom identified
in their..sporsl plan for the protection of
fish and wildlife and sensitive environments
within the area potentially impacted by a
worst case discharge from the facility For
further description of fish and wildlife and
sensitive environments, see Appendices I, II'
and III to DOC/NOAA's "Guidance for Facil-
ity and Vessel Response Plans: Fish and
W"ildlife and Sensitive Environments," (see
Appendix E to this part, section 13, for avail-
at]itity) and the applicable ACP' Attachment
C-lll "to Appendii C provides a method for
calculating'a planning distance to fish and
wildlife an? sensitive environments and pub-
Iic drinking water intakes that may be im-
pacted in the event of a worst case discharge'
7.6 The procedures discussed in sections
7.6.1-7.6.3 oi this appendix must be used to
determine appropriite response resources for
facilities with Group 5 oils.
7.6.1 The owner or operator of a facility
that handles, stores, or transports Group 5
oils shall, as appropriate, identify the re-
sponse resources available by co-ntract-^o-r
other approved means, as described in Sl12 2'
The equipment identified in a response plan
shall, as aPProPriate, include:
(l) Sonii, sampling equipment, or other
methods for locating the oil on the bottom
or suspended in the water columnl
(2) iontainment boom, sorbent boom, silt
curtains. or other methods for containing
the oil that may remain floating on the sur-
face or to reduce spreading on the bottom;
(3) Dredges, pumps, or other equipment
necessary t:o recover oil from the bottom and
shoreline;
69
Pl. I12, App. E
(4) Equipment necessary to assess the im
pact of such discharges; and
(5) Other appropriate equipment necessary
to respond to a discharge involving the type
of oil handled, stored,, or transported.
7.6.2 Response resources identified in a re-
sponse plan for a facility- that handles.
siores, or transports Group 5 oils under sec-
tion 7.6.1 of thii appendix shall be capable of
being deployed (on site) within 24 hours of
disc&ery oi a discharge to the area where
the facility is operating.
7.6.3 A -response plan must identify re-
sponse resouices with fire fighting- capa-
bitity. .Ihe owner or operator of a facility
that handles, stores, or transports Group 5
oils that does not have adequate fire fighting
resources located at the facility or that can-
not rely on sufficient local fire fighting re-
sources must identify adequate fire fighting
resources. The facility owner or operator
shall ensure, by contract or other approved
means as described in S112.2, the availability
of these resources. The response plan shall
also identify an individual located at the fa-
cility to work with the fire d€partment for
Grorip 5 oil fires. This individual shall also
verify that sufficient well-trained fire fight-
ing resources are available within a reason-
able response time to respond to a worst case
discharfe. The individual may be the quali-
fied inaividual identified in the response
plan or another appropriate individual [o-
cated at the facility.
7.7 Non-petroleum oils other than animal
fats and iegetable o.i/s The procedures de-
scribed in s6ctions 7.7 1 through 7.7.5 of this
appendix must be used to determine appro-
piiate ..spo.te plan development al)d eval-
Lation criteria for facilities that handle.
store, or transport non-petroleum oils other
than animal fats and vegetable oils. Refer to
section lt of this appendix for information
on the limitations on the use of chemical
agents for inland and nearshore areas'*7.7.1 An owner or operator of a facility
that handles, stores, or transports non petro-
leum oils other than animal fats and vege-
table oils must provide information in his or
her plan that identifies:
(li Procedures and strategies for respond-
ing to a worst case discharge to the max-
imum extent practicable; and
(2) Sources-of the equipment and supplies
necessary to locate, recover, and mitigate
40 CFR Ch. I (7-l-05 Edilion)
itations that are identified in the appro-
priate ACPs, including:
(l) Ice conditions;
(2) Debrisl
(3) Temperature ranges; and
(4) Weather related visibilitY.
7.7.3 The owner or operator of a facility
that handles, stores, or transports non-petro-
leum oils other than animal fats and vege-
table oils must identify the response re-
sources that are available by contract or
other approved means, as described in Sll2'2'
The equipment described in the response
plalr shall. as appropriate' include:'(l) Containment boom' sorbent boom' or
other methods for containing oil floating on
the surface or to protect shorelines from im-
pact:
(2) Oil recovery devices appropriate for the
type of non-petroleum oil carried: and
(S) Ott.r appropriate equipment necessary
to respond to a discharge involving the type
of oil carried.
7.7.4 Response resources identified in a re-
soonse plan according to section 7 7 3 of this
appendix must be capable o[ commencing an
eifective on scene response within the appli-
cable tier response tlmes in section 5 3 of
this appendix.
7.7.i ' A response plan must identify re-
sponse resources with fire figh,ting- capa-
bitity. .Ihe owner or operator of a facility
that handles, stores' or transports non-petro-
leum oils other than animal fats and vege-
table oils that does not have adequate fire
fighting resources located at the facility or
th"at c"annot rely on sufficient local fire
figtrting resorrces must identify adequate
fiie fighting resources. The owner or oper-
ator siall ensure, by contract or other ap-
proved means as described in Sll2 2, the
availability of these resources. The response
Dlan must "also identil-y an individual located
lr rhe facilitv to work wilh the fire depart-
ment for firei of these oils. This individual
shall also verify that sufficient well-trained
fire fighting reiources are available within a
reasonable response time to a worst case sce-
nario. The individual may be the qualified
individual identified in the response plan or
another appropriate individual located at
the facilitY.
8.0 Determining Response Resources Reqyired
for Small Disiharges-Animal Fats and Vege'
table Oils
such a discharge.
7.7.2 An owner or operator of a facility 8l A facility owner or operator shall
that handles, stores, or a.u"rpo.i, non-petr6- identify sufficient response resources avail-
leum oils other than animai fats and vege- able, by contrac-t -or other approved means as
table oils must ensure th"t ";t equipmJnt descriSed in Sll2 2' to respond to a small dis-
iJ."tiri"a i. u ."rpo.r" ptr. i, lip"Bt"'"r "p- charge of animal fats_ or, vegetable oils. A
...lirg in the conditio"; ;;p*i;[ in the gL sm.at'i discharge is defined. as any discharge
.g.r-fh-il i."rtrl (1."., .pJ;i;g .rvi.J.- volume less than or equal to 2,100 gallons,
--""["] i" whiJ the facility ope;ates using but not to exceed the calculated worst case
the criteria in Table r or drii "pi""or". wr,.fi discharge. The equipment must be designed
evaluatlng the operability of e'qlipment,-the to function in the operating environment at
facility oi.er oiope.atoi must'consider lim- the point ofexpected use'
70
Environmenlol Proleclion AgencY
8.2 Complexes that are regulated by EPA
and the USCG must also consider planning
quantities for the marine transportation-re-
lated porl ion of the facilitY.
8.2.1' The USCC planning level that cor-
responds to EPA's "small discharge" . is
termed "the average most probable dis-
charge." A USCG rule found at 33 CFR
154.1620 defines "the average most probable
discharge" as the lesser of 50 barrels (2,100
gallonsl or I percent of the volume of the
iorst case disiharge. Owners or operators of
complexes that handle' store, or transport
animal fats and vegetable oils must compare
oil discharge volumes for a small discharge
and an aveiage most probable discharge, and
plan for whichever quantity is greater.- 8.3 The response resources shall, as appro-
Driate, include:' 8.3.1 One thousand feet of con(ainment
boom (or, for complexes with marine transfer
comDonenls, 1,000 feet of containment boom
or two times the length of the largest vessel
that regularly conducts oil transfers to or
from th-e faciiity, whichever is greater), and
a means of deploying it within I hour of the
discovery of a discharge;
8.3.2 Oil recovery devices with an elTec-
tive daily recovery capacity equal to the
amount of oil discharged in a small dis-
charae or greater which is availablc at the
facility wilhin 2 hours of the detection of a
discharge; and
8.3.3 "Oil storage capacity for recovered
oily material indiaated in section 12 2 of this
appendix.
9.0 Detennining Response Resources Required-
fot Medium -Discharges-Animal Fats and
Vegetable Oils
9.1 A facility owner or operator shall
identify sufficient response resources avail-
able, by contract or other approved means as
describ-ed in Sll2.2. to respond to a medium
discharge of animal fats or vegetable oils for
that facility. This will require response re-
sources capible of containing and collec-ting
uD to 36,00d qallons of oit or l0 percent of the
*'o..t aur. i'ischarge. whichever is less All
equipment identified must be designed to op-
erati in the applicable operating environ-
ment specified in Table I of this appgldit^ .9.2 Complexes that are regulated by EPA
and the USCG must also consider planning
quantities for the transportation related
[ransfer portion o[ the facility Owners or
operators of complexes that handle, store, or
tiansport animal fats or vegetable oils must
plan ior oil discharge volumes for a medium
discharge. For non-petroleum oils, there is
no USCG planning level that directly cor-
responds t; EPA't "medium discharge " Al-
though the USCG does not have planning re-
ouire"ments for medium discharges' lhey do
have requirements (at 33 CFR 154 545) to
identify equipment to contain oil resulting
from an operational discharge.
Pi. I12, APP. E
9.3 Oil recovery devices identified to meet
the applicable medium discharge vglu-me
planning criteria must be located such that'tnuy u.6 capable of arriving on-scene with.in
6 h6urs in higher volume port areas and the
Great Lakes ind within l2 hours in all other
areas. Higher volume port areas and Great
Lakes areas are defined in section l.l of Ap-
pendix C to this Part.
9.4 Because rapid control, containment'
and removal of oii are critical to reduce dis-
charge impact, the owner or operator m^ust
determine response resources using an effec-
tive daily recovery capacity for oil recovery
devices 6qual to 50 percent of the planning
volume appticable for the facility as deter-
mined in iection 9.1 of this appendix The ef-
fective daily recovery capacity for oil recov-
ery devices identified in the plan must be.de-
teimined using the criteria in section 6 of
this appendix.
9.5 In addition to oil recovery capacity'
the plan shall, as appropriate, identify suffi-
cient ouantitv of aontainment boom avail-
able. by contr"act or other approved means as
described in S112.2' to arrive within the re-
ouired response times for oiI collection and
Jontainment and for protection of fish and
wildlife and sensitive environments For fur-
ther description of fish and wildlife and sen-
sitive environments see Appendices I, II, and
III to DOC/NIOAA's "Guidance for Facility
and Vessel Response Plans: Fish and Wildlife
and Sensitive Environments" (59 FR 14713-2?'
March 29, 1994) and the applicable ACP AI-
though 40 CFR part ll2 does not set required
quanlities of bobm for oil collection and con-
iainment. the response plan shall identify
and ensure. by contract or other aPproved
means as desciibed in Sll2.2, the availability
of the quantity of boom identified in the
plan for this Purpose.
9.6 The plan must indicate the avail-
ability of temporary storage capa-c-ity to
meetiection 12.2 of this appendix. If avail-
able storage capacity is insufficient to meet
this level. then the effective daily recovery
capacity must be derated (downgraded) to
th; limjts of the available storage capacity'
9.7 The following is an example of a me-
dium discharge volume planning calculation
for equipmeni identification in a higher vol-
ume port area:
Th; facility's largest aboveground storage
tank volume is 840,000 gallons. Ten percent
of this capacity is 84'000 gallons. Because l0
percent oi the facllity's largest tank-, or
b4,000 gallons, is greater than 36,000 gallons,
36,000 [allons is used as the planning volume'
The eltective daily recovery capacity is 50
Dercent of the planning volume. or 18,000 gal-
io., p"t day. itre ability of oil recovery de-
vices to m-eet this capacity must be cal-
culated using the procedures in section 6 ot
this appendii. Temporary storage capacity
availabie on-scene must equal twice the
7r
Pl. l12, APP.t
dailv recovery capacity as indicated in sec-
tioi tZ.z of ttis appenaix. or 36.000 gallons
per day. This is th;-information the facility
t*r"a"o, operator must use to identify and
ensure the availability of the required re-
soonse resources. by contract or other ap-
p'roved means as deicribed in \ll2'2' The fa-
tiliay o*r"t shall also identify how much
troori is available for use.
10.0 Calculating Planning Volumes for a Worst
Case Dischar[e-Animal Fats and Vegetable
Oils.
10.1 A facility owner or operator shall
nlan for a response to the lacilitys worst
iirl ai..rtu.g".'The planning for on-water oil
i""o,r..y mu"st take into account a loss of
some oi-l to the environment due to physical'
chemical, and biological processes, potential
increases in volume due to emulsification'
ind the potential for deposition of oil on the
shorelini or on sediments' The response
olannins Drocedures for animal fats and veg'
ltaUte Siis are discussed in section 10 7 of
this appendix. You may use alternate re-
soonse'planning procedures lor animal fats
i.d ,"g"tubl. o"il; it those procedures resull
in environmental protection equivalent to
that provided by the procedures in section
10.7 of this apPendix.
10.2 The -fbllowing procedures must be
used by a facility owner or operato-r in deter-
minin! the required on-water oil recovery
capacitY:
io.z.t" .ff,. fotlowing must be determined:
the worst case discharge volume of oil in the
facility; the appropriate group(s) for the
t,rr", tf oil handled, stored, or transported
ai'the facilitv (Groups A. B, C): and the fa-
cility s spccifi( operating area See sections
l.2.l"and 1.2.9 of this appendix for the defini-
ilo.s "f animal fats and vegetable oils and
prouDs thereof. Facilities that handle slore'
6. tirntpott oil from different oil groups
must calculat e each group separa(el) ' unless
the oil sroup constilutes l0 percent or less
by voluire oi the facility s total oil slorage
cioacitv. This information is to be used with
iu'Uf. O'ot this appendix to deternrine the
oercenlages of the'total volume to be used
t". ."*&rt capacity planning Table 6 of
this appendix dividei the volume into three
.it"gJ.i"t, oil lost to the environment; oil
depo"sited on the shoreline: and oil available
for on-water recovery.
10.2.2 The on-water oil recovery volume
shall, as appropriate, be adjusted 'lsing.theaoorooriate'emulsification factor found in
-raUte'Z ot this appendix. Facilities that han-
dle, store, or tiinsport oil from different
prouDs must compare Lhe on water recovery
ioi"i." ror each oil group (unless thc oil
group constitutes l0 pircent or less by vol-
i*"'"f ttr. facility s total storage capacity)
and use the calculation that results in the
ia.gest on-*ater oil recovery volume to plan
40 CFR Ch. I (7-l-05 Edition)
for the amount of response resources for a
worst case discharge.
10.2.3 The adjusted volume is multiplied
bv ih" o.-*rt"."oil ..co,e.y resource mobili-
zition factor found in Table 4 of this appen-
ai" f.o- the appropriate operating area and
resoonse tier to determine the total on-water
oii'.".ou.ty capacity in barrels per day that
must be iientified or contracted to arrive
o.]i..." within the applicable time for each
.."po.r" tier. Three iiers are specified' For
hipher volume port areas. the contracled
ii"'ir "t."sorrc"i must be localed such that
ih"r.." caoable of arriving on-scene within
o h6urs l-or Tier l, 30 hours for Tier 2' and 54
hor.s fo. Tier 3 of the discovery of a dis-
charge. For all other rivers and canals' in-
landlnearshore areas, and the Great Lakes'
these tiers are 12, 36, and 60 hours'
10.2.4 The resulting on-water oil recovery
capacity in barrels per day for each tier is
,sed to identify response resources necessary
to sustain opeiations in the applicable oper-
ili.g u..u. The equipment shall be capable
of rr.aui.i.g op..itib.t for the time period
ipu.ifiua in tatlte 6 of this appendix The fa-
.ilitu o*r". or operator shall identity and
ensr"re. by contrait or other approved rean-s
"r i"t..i6"a in S 112.2, the availability of suf-
iici.nt oit spill recovery devices to provide
the effective daily oil recovery capacity re-
ouired. If the req"uired capacity exceeds the
applicable cap specified in Table 5 of this ap-
pendix. then- a facility owner or operator
lhull ".rr.", by contract or other ap-proved
-.""" u. desciibed in 5112 2, only for the
ouantitv of resources required to meet the
Jrr. Uri shalt identity sources of additional
."iou.."t as indicated in section 5 4 of this
aooendix. The owner or operator of a facility
whose planning volume exceeded the cap in
1998 must ma"ke arta.g.ments to identify
and ensure, by contract or other approved
means as desciibed in Sll2.2' the availability
of additional capacity to be under contract
bv 2003. as apprcpriate. For a facility that
ni,tJf "t multiple groups of oil the required
effcctive daily recovery capacity for each oil
prouo is calcllated before applying the cap'
ihe'oil group calculation resulting in the
largest on-water recovery volume must be
,t"? to plan for the amount of response re-
sources for , *orst case discharge' unless the
LiL g.orp comprises l0 percent or less by vol-
umiof itre faCllity s oil storage capacity'
10.3 The procedures discussed in sections
10.3.1 through 10.3.3 of this appendix. must be
"r.a to caiculate the planning volume .for
iaentifying shoreline cieanup capacity (for
GroupsAandBoils).
10.3'.1 The following must be determined:
the worst case dischirge volume of oil for
ihe facility; rhe appropiiate group(s) for the
tvoes of oil handled. stored' or lransported
a-t'the facility (Groups A or B): and the geo
graphic area(s) in which the facility operates
72
Environmenlol Proteclion AgencY
(i.e., operating areas). For a facility han-
dting, ito.ing, or transporting oil from dif-
fereit q.orps. each group must be calculaled
separalely.'Using this information. Table 6
of-this appendix must be used to determine
the percentages of the total volume to be
used-for shoreline cleanup resource planning'
10.3.2 The shoreline cleanup planning vol-
ume must be adiusted to reflect an emulsi-
fication factor using the same procedure as
described in section 10.2.2 of this appendix.
10.3.3 The resulting volume shall be used
to identify an oil spill removal organization
with the appropriate shoreline cleanup capa-
bility.
10."4 A response plan must identify re-
sponse resouries with fire fighl ing capability
appropriate lor the risk of fire and explosion
a-t-th6 facility from the discharge or threat
of discharge of oi1. The owner or operator of
a facility that handles, stores, or transports
Group A or B oils that does not have ade-
quate fire fighting resources located at the
facility or that -annot rely on sufficient
local iire fighting resources must identify
adequate fire fighting resources. The f'acility
owner or operator shall ensure, by contract
or other approved means as described in
Sll2.2, the availability of these resources'
The response plan must also identify an indi-
vidual io work with the fire department for
Group A or B oil fires. This individual shall
also verify that sufficient well-trained fire
fighting resources are available within a rea-
sonable response time to a worst case sce-
nario. The individual may be the qualified
individual identified in the response plan or
another appropriate individual located at
the facility.
10.5 Tha following is an example of the
orocedure described in sections 10 2 and 10 3
tf this appendix. A facility with a 37.04 mil
lion gallon (881,904 barrel) capacity of several
typeJ of vegetable oils is located in the ln-
Pt. I12, APP. E
land Operating Area. The vegetable oil w'th
the highest specific gravity stored at th-e-fa-
cilitv -is soybean oil (specific gravity 0 922'
Group B ,"g"tabl. oil). The facility has ten
aboveground oil storage tanks with a com-
bined total capacity of l8 million gallons
(428,571 barrels) and without secondary con-
tainment. The remaining facility tanks are
inside secorrdary containment structures'
The largest aboieground oil storage tank (3
million gallons or 71,428 barrels) has its own
seconda! containment. Two 2.1 million gal-
lon (50,000 barrel) tanks (that are not con-
nected by a manifold) are within a common
secondar:y containment tank area, which is
capable of ftolditg 4.2 million gallons (100.000
bairels) plus suffic ient freeboard.
10.5.1 The worst case discharge for the fa-
cilitv is calculated bv adding the capacity of
all iboveground vegetable oil storage tanks
without slcondary containment (18 0 million
eallons) plus the capacity of the largest
Iboregrornd storage tank inside secondary
containment (3.0 million gallons) The re-
sulting worst case discharge is 2l million
gallons or 500,000 barels.
10.5.2 With a specific worst case discharge
identified, the plarrning volume for on-water
recovery can be identified as follows:
Worst case discharge: 2l million gallons
(500,000 barrels) of Group B vegetable oil
Operating Area: Inland
Pianned Iercent recovered floating vegetable
oit (from Table 6, column Nearshore/Inland/
Great Lakes): Intand, GrouP B is20%o
Emulsion factor (from Table 7): 2.0
Planning volumes for on-water recovery:
21,000,b'00 gallons x O.Z x 2.0 = 8,400,000 gal-
lons or 200.000 barrels.
Determine required resources for on-water
recovery for each of the three tiers using
mobiliz;tion factors (from Table 4, column
I nland/Nearshore/Great Lakes)
.40
80,000
Tier 3lnland Operaling Area
Mobilization factor by which you multiply planning volume
Estimated Daily Recovery Capacity (bbls) .... ..... . ..... '
10.5.3 Because the requirements for On-
Water Recovery Resources for Tiers l, 2, and
3 for Inland Operating Area exceed the caps
identified in Table 5 of this appendix, the fa-
cility owner will contract for a response of
12,500 barrels per day (bpd) for Tier l' 25'000
bpd for Tier 2, and 50,000 bpd for Tier 3 Te-
.or...t for the remaining 17,500 bpd for Tier
1, 25,000 bpd for Tier 2, and 30,000 bpd for Tier
3 shall be identified but need not be con-
tracted for in advance
10.5.4 With the specific worst case dis'
charge identified, the planning volume of on-
shore recovery can be identified as follows:
Worst case discharge: 2l million gallons
(500,000 barrels) of Group B vegetable oil
Operating Area: Inland
Pianned percent recovered floating vegetable
oil from onshore (from Table 6, column
Nearshore/Inland/Great Lakes): Inland,
Group B is 65"2
Emulsion factor (from Table 7): 2.0
Planning volumes for shoreline recovery:
21,000,000 gallons x 0.65 x 2.0 = 27,300'000 gal-
lons or 650.000 barrels
10.5.5 The facility owner or operator shall'
as appropriate, also identify or contract for
quantities of boom identified in the respons€
plan For the protection of fish and wildlife
73
Pt. I12, App. E
and sensitive environments within the area
Dotentially impacted by a worst case dis-
charge from the facility. For lurther descrip'
tion-of fish and wildlite and sensitive envi-
ronments, see Appendices I, II, and III to
DOC/NOAA's "Guidance for Facility and Ves-
sel Response Plans: Fish and Wildlife and
Sensitive Environments," (see Appendix E to
this part, section 13, for availability) and the
aoolicable ACP. Attachmenr C-lll to Appen
dix C provides a method for calculat ing a
planning distance to fish and wildlife and
iensitiv-e environments and public drinking
water intakes that may be adversely affected
in the event of a worst case discharge'
10.6 The procedures discussed in sections
10.6.1 through 10.6.3 ot this appendix must be
used to determine appropriate response re-
sources for facilities with Group C oils.
10.6.1 The owner or operator of a facility
that handles, stores, or transports Group C
oils shall, as appropriate, identify the re-
sponse resources available by cgntrlc-t-^o^r
other approved means. as described in 5 l l 2 2
The equipment identified in a response plan
shall. is appropriate. include:
(l) Sonji, simpling equipment, or other
methods for locating the oil on the bottom
or suspended in the water column;
(2) iontainment boom, sorbent boom, silt
curtains. or other methods for containing
the oil that may remain floating on the sur-
face or to reduce spreading on the bottom:
(3) Drerlges. pumPs' or ot her equiPment
necessarv i'o reioveioil from the bot(om and
shorelin6;
(4) Equipment necessary to assess the im-
pact of such discharges; and
(5) Other appropriate equipment necessary
to respond to a discharge involving the type
of oil irandled, stored, or transported.
10.6.2 Response resources identified in a
response plin for a facility that handles'
stoies. or transports Group C oils under sec-
(ion t0.6.1 of this appendix shall be capable ol
being deployed on scene within 24 hours of
discovery of a discharge.
10.6.3 A response plan must identify re-
sponse resources with fire fighting capa-
bllity. The owner or operator of a facility
that handles, stores, or transports Group C
oils that does not have adequate fire fighting
resources located at the facility or that can-
not rely on sufficient local fire fighting re'
,or...J must identify adequate fire figlrting
resources. The owner or operator shall en-
sure, by contract or other approved me^ans as
describ-ed in Sll2.2, the availability of these
resources. The response plan shall also iden-
tify an individual located at the facility to
*o"rk *ith the fire department for Group C
oil fires. This individual shall also verify
that sufficient well trained fire fighting re-
sources are available within a reasonable re-
soonse time (o respond to a worst case dis
c'harge. The individual may be the qualified
indiv:idual identified in the response plan or
40 CFR Ch. I (7-l-05 Edition)
another appropriate individual located at
the facilitY.
10.7 Th;' procedures described in sections
10.7.1 through 10.7.5 of this appendix must.be
used to det6rmine appropriate response plan
development and evaluation criteria for fa-
cilitie; that handle, store, or transport ani-
mal fats and vegetable oils. Refer to section
ll of this appeidi* for information on the
limitations on the use of chemical agents for
inland and nearshore areas
10.7.1 An owner or operator of a facility
that handles, stores, or transports animal
fats and vegetable oils must provide ^infor-mation in tlie response plan that identifies:
(l) Procedures-and strategies for respo^nd-
ing'to a worst case discharge of animal fats
and vegetable oils to the maximum extent
oracticable; and' (2) Sources of the equipment and supplies
necessary to locate, recover, and mitigate
such a discharge.
10.7.2 An owner or operator of a facility
that handles, stores, or transports animal
fats and vegetable oils must ensure that any
eouiDment identified in a response plan is ca-
paUtl of operating in the geographic.area(s)
ii."., op".iti.,g environments) in which the
iacility operatles using the criteria in Table I
of tnii appendix. When evaluating the oper-
ability of equipment. the facility owner or
op".a"to. muit consider limilations that are
identified in the appropriate ACPs, includ-
ing:
(1) Ice conditions;
(2) Debris;
(3) Temperature ranges; and
(4) Weaiher-related visibilitY
iO.z.:. ff,. owner or operator of a facility
that handles. stores, or transports animal
fats and vegetable oils must identify the re-
soonse resources that are available by con-
tiact or other approved means, as described
in 5112.2. The equipment described in the re-
soonse plan shall. as appropriate, include:
(l ) Containment boom. sorbent boom' or
other methods for containing oil floating on
the surface or to protect shorelines from im-
pact:
(2) Oil recovery devices appropriate for the
type of animal fat or vegetable oil carried;
and
(3) Other appropriate equipment necessary
to respond to a discharge involving the type
of oil carried.
10.7.4 Response resources identified in a
resoonse Dlan according to section 10 7 3 of
this appendix must be capable of com-
mencing an effective on-scene response with-
in the applicable tier response times in sec-
tion 5.3 of this aPPendix.
10.7.5 A response plan must identify re-
sponse resources with fire fighting capa-
titlty. fne owner or operator o[ a facility
tlrat handles. stores, or transports animal
fats and vegetable oils that does not have
adequate fiie fighting resources located at
74
Envilonmentol Proleclion AgencY
the facility or that cannot rely on sufficient
local fire fighting resources must identify
adequate fire fighting resources. The owner
or operator shall ensure, by contrrt-^o^r
othei approved means as described in Sll2 2'
the availability of these resources The re-
soonse plan shlll also identily an individual
located'at the l-acility to work with the fire
deDartment for animil fat and vegetable oil
fir'es. This individual shall also verify that
sufficient well-trained Fire fighting resources
are available within a reasonable response
time to respond to a worst case discharge'
The individual may be the qualified indi-
vidual identified in the response plan or an-
other appropriate individual located at the
facility.
11.0 Determining the Availability of
Alternative ResPonse Methods
ll.l For chemical agents to be identified
in a response plan, they must be on the NCP
Product Schedule that is maintained by
EPA. (Some States have a list of approved
dispersants for use within State waters Not
all"of these State-approved dispersants are
listed on the NCP Product Schedule.)
11.2 Identification of chemical agents in
the Dlan does not imply that their usc will be
authorized. Actual authorization will be gov-
erned by the provisions of the NCP and the
applicable ACP.
12.0 Additional Equipment Necessary to
Sustain Resqonse OPerations
12.1 A facility owner or operator shall
identify sufficient response resources avail-
able, by contract or other approved means as
describ-ed in 5112 2. to respond to a medium
discharge of animal fats or vegetables oils
for that facility. This will require respons€
resources capa-ble of containing and- col-
lecting up to-36,000 gallons of oil or 10 per-
cent o1 tie worst case discharge, whichever
is less. All equipment identified must be de-
signed to opeiate in the applicable operating
en'vironment specified in Table I of this ap-
pendix.
l2.Z A facility owner or operator shall
evaluate the availability of adequate tem'
porary storage capacity to sustain the effec-
iive iaily recovery capacities from equip-
ment identified in the plan. Because of the
inefficiencies of oil spill recovery devices, re-
sponse plans must identify daily storage ca'
pacity equivalent to twice the effective daily
i".or".y' capacity required on-scene This
temporary storage capacity may be reduced
if a facility owner or operator can dem-
onstrate bywaste stream analysis that the
efficienciei of the oil recovery devices, abil-
ity to decant waste, or the availability of al-
te"rnative temporary storage or disposal loca-
Pt. I12, APP. E
tions will reduce the overall volume of oily
material storage
12.3 A facility owner or operator shall en-
sure that ..spo.s" planning includes the ca-
oabilitv to airange-for disposa) of recovered
oil Dr;ducts. Specitic disposal procedures
will Le addressed in the applicable ACP'
13.0 References and AvailabilitY
l3.l All materials listed in this section
are Dart of EPA s rulemaking docket and are
Iocated in the Superfund Docket. 1235 Jeffer-
son Davis Highway, Crystal Gateway 1, Ar-
lington, Virfrnia 2220r, suite 105 (Docket
Nu-mbers SPaC-2P, SPCC-3P, and SPCC-9P)'
The docket is available for inspection be-
tween I a.m. and 4 p.m.' Monday through
Friday, excluding Federal holidays'
Apptintmentsio review the docket can be
-"a. Ut calline 703-603-9232 Docket hours
are rrb.i"ct ro.[a.ge. As provided in 40 CFR
parl 2. a reasonable fee may be charged for
coDVing services.
iiz "rn" docket will mail copies of mate-
rials to requestors who are outside the Wash-
ington, DC metropolitan area. Materials may
be-available from other sources, as noted in
this section. As provided in 40 CFR part 2' a
reasonable fee may be charged for copying
services. The RCRA/Superfund Hotline at
800-424-9346 may also provide additional in-
formation on where to obtain documents To
contact the RCRA/Superfund Hotline in the
Washington, DC metropolitan area, dial 703-
412-9810: The Telecommunications Device for
the Deaf (TDD) Hotline number is 800-553-
7672. ot. in the Washington, DC metropolitan
area.703-412-3323.
13.3 Documents
(l) National Preparedness for Response Ex-
ercise Progra* ipRr'p) The PREP -draftpuidelines ire avaitable from United States
Eoast Guard Headquarters (G'MEP-4)' 2100
Second Street' SW., Washington, DC 20593'
(See 58 FR 53990-91, October 19, 1993, Notice
of Availability of PREP Guidelines) '
(2) "Guidante for Facility and Vessel Re-
soonse Plans: Fish and Wildtife and Sensitive
dnvironments (published in the Federal Reg-
ister by DOC/NOAA at 59 FR 14713-22, |i4arch
29, 1994.). The guidance is available in the
Superfund Docket (see seccions 13 l and 13 2
of this apPendix).
(3) ASTi\{ Standards. ASTM F 715, ASTM F
98ri,'ASTM F 631-99, ASTM F 808-83 (1999)'
The ASTM standards are available from the
American Society for Testing and Materials'
100 Barr Harbor Drive, West Conshohocken'
PA 19428-2959.
(4) Response Plans for Marine Transpor-
taiion-Retated Facilities, Interim Final
Rute. Published by USCG, DOT at 58 FR 7330-
76, FebruarY 5, 1993.
75
Pt. I12, ApP. E 40 CFR Ch. I (7-l-05 Edition)
TABLE ,'I TO APPENDIX E-RESPONSE RESOURCE OPEBATING CRITEBIA
Oil Flecovery Devices
Operating environment Sea staie
Group 3 ..
Group5oilsaredefinedinsectionl'2.Tofthisappendix;theresponseresourceconsiderationsareoutlinodinsection
7.6 of this appendix
iseesections 1.2.2and1.2.7of thisappendixforgroupdesignalionsfornon-persistentandpersistentoils,respectively'
TABLE 4 TO APPENDIX E-ON.WATER OIL RECOVERY RESOURCE MOBILIZATION FACTOHS
Operating area Tier 3
Great Lakes
Ocean .......
, o|"l ,"*.- d""b"a "^d b"*hal/ be at least capabte of operating in wav6 heights up to and including ihe values listed in
Table 1 for eaih operating environmenl.
TABLE 2 TO APPENDIX E-REMOVAL CAPACITY PLANNING TABLE FOB PETBOLEUM OILS
@nsfornon.petroleumoilsotherthananimalfatSandvegetableoilsareoutlinedinsection
"-3t I Aff,i;tt5is are defrned in section 1.2.8 ot this appendix; the response resource consid€rations are oullined in section
7.6 of this appendix.
TABLE3ToAPPENDIXE-EMULSIFICATIoNFAoToBSFoRPETRoLEUMoILGBoUPSI
Non-Persistent Oil:
Group 1 .............
Persistenl Oil:
1
2
2-3
3-4
'1.0
1.8
2.O
1.4
lnland/Nearshore Great Lakes
Note:Thesemobilizationfactorsarefortotalresourcesmobilized,notincremenlalresponseresources'
TABLE5ToAPPENDIxE-RESPoNSECAPABILITYCAPSBYoPEBATINGAREA
Tier 3
February 18, 1993:
All except Bivers & Canals, Great Lakes .... " "
76
Boom
Boom property
Use
Rivers and
canals lnland Greal Lakes Ocean
Significant Wave Height 1 .. .. ..........
Sea State ...............
Boom height-inches (draft plus lreeboard)
Fleserye Buoyancy to Weight Ratio
Total Tensile Strength-Pounds
Skirt Fabric Tensile Strength-pounds
< 1 ....< 3 .............
2.......,........
1H2........
,.1
15,000-
20,000.
300............
100............
<6
3-4
>42
3:1 to 4: l
>20,000
500
125
1842 ....
2:l .........
1 5,000-
20,000.
300........
100........
6-1 8
,.1
4,500
200 .
100 .
Spill location Flivers and canals Nearshore/lnland/Great Lakes
Sustainability of on-water oil recovery 3 days 4 days
Oil group 1
Percenl nat-
ural dissipa-
tion
Percenl re-
covered
lloating oil
Percent oil
onshore
Percent nat-
ural dissipa-
tion
Percent re-
covered
floating oil
Percenl oil
onshoro
1-Non-persistenl oils .........
2-Li9ht crudes
3-Medium crudes and fuels
4-Heavy crudes and fuels
80
40
20
't0
15
15
20
10
45
65
80
50
30
10
20
50
50
50
10
30
50
70
10K t bls/day 20K bblrday 40K bbls/day.
<'1 foot ...................,..
< 3 feet ................... .
< 4 feet ......................
< 6 foet ............... .. ..
Envilonmentol Protection Agency
TABLE 5 TO APPENDIX E_RESPONSE
Oil Grouptl
Group A ....
Pt. l12' APP.E
BY OPERATING ANEN-CONIiNUEdCAPABtLtTYCAPS
Tier 1 fiet 2 Tier 3
Great Lakes
Bivers & Canals
F€bruary 18, 1998:
All except BiveG & Canals, Great Lakes '
Grsat Lakes
Rivers & Canals
F€bruary 18, 2003:
All except Bive6 & Canals, Great Lakes " . " " '
Great Lakes
5K bbls/day
1.5K bbls/day
12.5K bblvday
6.35K bbls/day
1.875K bbls/
day
TBD
TBD
TBD
'l0K bbls/day
3.0K bbls/day
25K bbls/day
12.3K bbls/day
3.75K bbls/day
TBD
TBD
TBD
20K bbls/day.
6.0K bbls/daY.
50K bbls/day.
25K bbls/daY.
7.5K bbls/day.
TBD,
TBD.
TBD.
Note: The caps ShoW cumUlatlve overall etfective daily recovery capacity, not incremental increases.
TBD=To Be Delermined.
TABLE6ToAPPENDIXE-REI,,IoVALCepncttvPLANNINGTABLEFoHANIMALFATSANDVEGETABLE
OILS
Spill location Flivers and canals Nearshore/lnland/Great Lakes
Suslainability ol on-waler oil recovery 3 days 4 days
Oil group 1 Percent nal-
ural loss
Percenl re-
covered
floaling oal
Perceni re-
covered oil
from on-
shore
Percenl nat-
ural loss
Percent re-
covered
lloaling oil
Percent re-
covered oil
lrom on-
shore
40
20
't5
15
45
65
50
30
20
20
30
50
ffigreaterthan,1'ogenerallyslnkbelowlhesurfaceoflhewater'ReSponSeresoulceconsid.
erations are ou,ined in section to.o'o|'ti[-ipp"noir. fn" o*n'er o, opeiaioi 6t-rrc trcitity rs responsible for determining appro'
onate resDons€ resources lor croup c oits iiituding lmating oir on rne oiiom or sriperioeo in in" ,ater column; conlarnmonl
boomorolherapproprialemelhodsforcontarningoilthat.mayot'n-i6iiiig-;nitt6-s'*ice:anddredges'pumps'orother
fi;il.:"ii;%;5i;;";;l;"i i;i;;;"set"bre oirsjrom,rhe^bott?i.iT^li3llTi;- .ac^^neo .a(6,,rca orocedures are d,sussed*i'8+:t,';,f"d:i:T,'ff:ll":."1,';3I,',"# il:i il'ii;;'i;,,'"'pp""oi,, in" r.sponse resource procedures are d,sussed
in section 10.6 of lhrs appendix.
1.0
2.O
Group B ............... ............ ..... "
*I3+:t,:,f".':i:"j,T:Ifl:."1"':!ir',ffi i;:,"il.1iili.i.'ipii"o]i; in" response resource procedures are discussed
rn section 10.6 of lhrs appendix.
ffigrealerthan1,0generallyslnkbelowlheSurfaceofthewaler,Responseresourceconsld'
erationS are ouflrned in section tO.O'oIt-trG-appenO,x. fne o*ri", o, ope.ior'of-rnJfacrtity is responsible for determining appro-
onate resoonse resources for croup C orls iiiluding lmaling o,f on-ftre O-oibri oiluiperiOeO in lhe water column: conlainmenl
boom or bther aopropriale methods 16r containing-oit that t"y '"ta'niti"i'ng onin6 surtace; and dredges' pumps' or other
liiliiri"iilii""Si"i'animar rits or vesetabte oits'iro1,i"^b:tl?l:T^:l?i,!ll?;- .""""""" res6L,rce orocedures are d,scussed
TABLETToAPPENDIXE_EMULSIFICATIoNFACToRSFoBANIMALFATSANDVEGETABLEoILS
77
Pl. l12, APP.E
Pa rt
S tcp
step (c) op.rating Area (choose one)
40 CFR Ch. I (7-l-05 Edition)
ATTACHMENTS TO APPENDIX E
AEtaebD.Dl E-l --
workthocu tso PIu vo1uc of, RGst'oD!' nctourcc!
tor wortt CasG Dltchrrg' - P'trot's olf'
)calcuLabe worsE Case Discharge in barrels lAPpendix D)
srep (B) oil Groupr (Table 3 and secLion L 2 of Ltris appendix)
Fr,
(A
Near f--l o. *r'.."
shore/rnra I | .na
ndcreat I lcanarg
Lakcs I I
step (D) PercenEages of oil
Percent LosL to
Natural DiEsipation
(Table 2 of this aPp.ndix)
Pcrccnt. Recovercd
Floating Oi1
step (El) on-wauer oiI Recovery steD (D2) x steD(A)
100
step (82) shoreline Recovery steD (D3) x Steo (A)
100
step (F) EnuLsificaLion FacEor
(Table I of this appendix)
step (G) on water o11 Recovery ReEource MobilizaLion Factor
(Table 4 of thi6 aPPendlx)
I i iaclI}!y lhat handres. stores, or t'ansportS huLtlple groups of'oij 6ust do sepalite
calculations lor each oiI g.o"p on "tit exc+t fo! thosc orl group!-thtt constitutc 10 Percent or
less by vorume ot lhe tota. .,. "toi"i' t"p"iitv "r lhe tacr litv Eo' ou(poses of Lils calcularion
th. voirre5 or arr plodrcts ," '";i;';';;;-;;;l r' "u*'" ro d;t€rn:n' thc P'rc'nt'ee or Ehe
laalllty's total oit sto.age capaclty'
78
Environmenlol Ploleclion Agency
st.p (El) x stcP (F, x
SteP (G1 )
AtsclchDGnts !-1 (contlDu'd) --
workthGaB tso Plrn Volu. of Ratpontc Rctourcqt
for tlortt car. DLrchrrga - P'trol''u ollt
Pl. I12, APP. E
Part. rI on-water OiI Recoverv capaciEv (barrelB/day)
Ti.er I
St.p (El) x St.P (r) x
stcp (GA)
St.p (E'l) x SteP (t) r
stcp (G3)
Parc III Shoreline CleanuD volume (barrelg)
part rv On-Water ResDonEe Capacitsv Bv ODeratinq Area
(Table 5 of this aPPendix)
(j\mount needed to be contractcd for in barrels'/day)
(J1 )
Part v On-wagcr Arcunt Needcd t'o bc Identified' buE not contractsed for in
AdyEEE (barrcts/daY)
NoTE: To converE from barrele/day to gatlone/day'
ParEa rI througb v by 42 gallona/barrcl'
muttsiply tshe quanEiEj.eB in
Tier 2
St.p (E2) x st.P (f)
Tier 3
P..t ll Tic. 2 - st.P (J2)P.rt lt Ticr f - StrP (J3)Prrt ll Ti.r 1 - St.P (J1)
79
Tier 3
Tier 1
(Jr)
Tier 1 Ti.r 2 rier 3
Pt. I12, APP. E
Part I Backqround Information
step (A) cafculate l{or6t caEc DiBchargc in barrels (ApPandix D)
slep (B) OiI Groupr (tab]e 3 and Bection 1'2 of thi6 aPpcndjx)
40 CFR Ch. I (7-l-05 Edition)
AgtactD€n! E_l AxePle _-
work6hee! to Pl.n volue o! RetPou6e ReEource'
for woitE crsa Dlachlrg6 - Pclrolqu oilE
r-"::-tl
r-,-_l
sLep (c) oPcratj.ng Area (choose one)Near
shore/rnla
nd Greae
Lakes
Rivcrs
and
canala
step (D) Percentages of oil
Percene Loat to
Natural Dissipation
(rabIe 2 of thi6 aPPendix)
Percent Recovered
FIoaEing oil
Percent oil onshore
000
(E1)
119, O00
(E2)
Tier l
0.40
(c3 )
(01) (02)
stcp (E1) on-water oil Recovery step (D2l x stcD (Al
100
step (E2) shorelitre Rccovery steD (pal-.x steD lA)
100
step (F) Emulsj.ficatj'on Pactor
(Tab1c a of this aPPendix)
step (G) on-water Oi1 Recovery Re6ource Mobilization Factor
(Table { of thls aPpendlx)
0.15
(G1 )
Ti er 2
o "25
(c2)
' A facitity th.t haMtei, 'to-es, or rransprts ruttiPte ero@-s'f "': *ji.1".ifl:1'ii"""",'t"."r"1"",t""1,'*'
.,,"";";;.i;, .-;e!t i'or tnose ort eroups that constirute 10 F"::': :: .'
sto.6ge cao.cirv.t t\c fa(rtrlv -tt;;""" o' ihj' c'lcu atron' lho volurs o;6tt p'oouctB ih en oil
.roup tust m srlmd to deiertrln€ t"" pi"t!"i""-"t the facititv's tortt ort Etorag€ caFcitv'
50 l0
(Dl)
1.4
(r,
80
Ti€r 1
Environmenlol Proteclion AgencY
Part 1I
AttaclEc[t !-1 fxaDltle (coEtslnuGd) --
glorkrhGaE to Dlan VoIu' o! n"pon8' R"ourcas
for worlE crr' DlrchrrgG - P'trol'u ol1!
on-water oiL RecoverY capacitv (barrels/day)
Tier
n. I12, APP. E
Tier 3
47, 600
StGp (81) r steP (f) x
stcp (G3)
Tier 1
17, 850
srcp (E't) x strp (f) x
Step (Gl )
'rier 1
7, 850
P..t ll Tier 1 - SteP (J1)
29 ,'150
St.p (E1) x StlP (f) x
st.p (G2)
Tier 2
2O,000
(J2)
TLet 2
9,750
Part tl tier 2 - st.P (JZ)
Parts rII Shoreline cleanuD volume (barrele)
Par! Iv On-vJatser ResDonae CaDacitv Bv ODeraEinq Area
(Table 5 of this aPPendix)
(Amount needed Eo be conEracted for in barrels/day)
165,500
st.p (E2) x stcP (f)
40,000
(Jl)
Tier 3
7 ,60o
P.rt II Tilr I - SteP (Jl)
'f ier 1
10,000
T.ier
(Jt ) (r"
ParE v On-Hater Amount Needed Eo be IdenEified' buE lot ConEracEed for in
Advance (barrets/day)
NoTE: To converE from barrele/day tso ga1lon8/day'
ParEs II through v by a2 gallonE/barrel'
mulEiply bhc quantsitie6 in
8l
Pt. I12, ApP. E 40 CtR Ch. I (7-l-05 Edition)
AtEach'trt B-2 -'
Horksb..t to PIan Vols' of R66pOn€6 ReGOUrC't
for worBt cer. DLscherg6 - kllEt rltt ud v'g'!'bl' O1l'
la)
st€p (D) Percentage6 gf OiI
P€rcent LosE to
Natural DissiPaEion
(Tab1e 6 of uhi.s aPPendix)
Perccnt Recovered
FloaEing oj.]
or
Rivera
and
canafE
Pcrcctrt
oi1 onshorc
sLep (E1) on-water oiI RecoverY
100
step (82) shoreline Recovery SteD (D3) x step (A)
100
step (F) hulsification factor
(Tabte 7 of this aPPendi.x)
Step (G) on-water Oil Recovely Resoutce Mobilization Factor
(Tab1e 4 of this aPPendix)
Tie.1
\G2 |lG3 )
r A facitity th.r: hancies. 3to,e!, or !r'nsPo!ts multiple glouPs of oi] must do 3eParate
""rri"ir..
for each oiI grouP on qtte exceD! ror those orI qroups lhat cons!ltute 10 p€!c'^t or
rqr. bv v6 ume ot tne lot,r ",, .,";;!;.op.i'ltv " th€ fac!1it/- FoY Pu!pose! or rhr! caIcuI'tion'
iil-,.i".." ., 611 PloducL! in an orr'grorp nusi uc rumu Lo dete!r!ne rhe pcrcentage ot the
facility's EoiaL o:\ storage capaclly'
Part I Backqround Itrfomation
scep (A) calcufate wor6t sa6e Discharge itr barrels (Appendix D)
step (B) oil Groupl (Tabfe ? and secElon 1 2 of this apPendlx)
sEep (c) operarins Area (ch@se on.) I lill"rr"r.
| | na crear
L_l Lakee
82
(Drl
Envilonmenlol Proleciion Agency
AttactEcnE E-2 (contlnucd) --
tforktb..t Co Plaa Voluc o! R"poDt' l.'lourc"
lor l{ort! crra Dlacbarg. - lniul' t'!t tud v'g't'b'l'' oil'
II on-water oil RecwerY C (barrels/day)
Pt. I12, APP. E
St.p (E'l) r st.P (f) r
Stcp (Gl )
st.p (El) r St.P (f) I
st.p (GA)
Step (El) r 3t.P (F) r
st.p (GS)
Part III Shoreline Cleanuo Volume (barrels )
Part. IV
(Table 5 of this aPPcndix)
(Amount needed Eo be contracted for in barrels/day)
Parts V On-vlater lqmounE, Needed. tso be ldentificd- but nots ConEracted for
in Adwance (barreLs/day)
NoTE: To convert from barrels/day to gallons/day' multiply the
quanEities in ParEs If Ehrough v by 42 gallons/barrel'
Tier 2 Ticr 3Tier L
st.p (E2) r StcP (F)
Tier 2 Tier 3Tier L
Tier 1
P.rt It ]ic. t - St.P (Jl)
Tier 2
P.rt ll li.r I - StlP (J2)
Tier 3
,.rt tl fi.r ! ' StrP (Jl)
83
Pl. I12, App. E 40 CFR Ch. I (7-l-05 Edition)
Attachment E-2 Bxanpl'6 --
to Plan voluo of R€aPon86 Raaourc€,
Dlschrrgo - Anlllal Frts and v€getabl€ oll!
Worst Case Discharge in barrels
Ylorkshoet
for WorBt crso
ParE I
St.ep (A) calculace
(Appendix D)
step (B) oil Groupl (Table 7 and aecEion 1'2 of this
appendix)
ry
Step (D) Percentagea of
PercenL LoaE to
NaEural
DiaEiPaEion
step (c) operating Area (choose
one )
Near
shore/ lnI
and GreaE
takeB
oiL (Table 5 of t.hi8 aPPendix)
Percent Recovered
Floating oil
or
RiverB
and
canals
Percents OiI
onshora
250,000
(E2)
2.0
(r)
Factor
Tier 3
0 .40
step (81) On-wat.er oj.1 Recovery Stsep (D2) x sEeD (A)
Step (82) Shoreline Recovery
100
sEep (D3) x SteD (A)
100
Emulsification Factor
of Ehis appendix)
sEep (G) on-water Oi1 Recovery Resource Mobillzation
(Table 4 of this aPPendix)
Tier Tier
Slep (F)
(Table 7
0.15
(G',l)
0 .25
(G2)
I A t.citity that h.idt.s, 3tor.., or tr.nsPortt ruttiplc grolf3 ot oil
oit grd.p fl titc cxcapt for thorc oil group. th.t cortitutc.l0.p'rcst
rtoricc caocitv .t thc f.ciiity. tor purpolc. of thi' c'tcul'tiff, th'
sarrp-*i'b. tired to d.t.mim th. p.rc.nttgc of thc f'citity'r tot'L
(c3)
Et do a€parata catcut.tim for rGh
o. [cs! by votw of thc tot.t oit
rctmr ol rtt prodwtl ln m oit
oi[ .tor.g. ctP.citY.
84
f--, -_l
Environmenlol Proteclion AgencY
AttachDent E-2 ExamPlg
WorkgheeE tso Plan Volum6 of
for worst cas€ Ditcharga - Anlmal Fatr
Pt' I12, APP' F
(contlnu€d) --
ReaponaE R6sourcsa
and Vegetrble OlIs (contlnued)
ParE II On-waEer oi1 Recoverv caDacitsv (barrels/day)
Part III Shoreline Cleanup Volume (barrels)
PATE IV
(Table 5 of Ehis aPPendix)
(a.orrrra needed to be contsracEed for in barr:e1e/day)
Tier 1
30,000
Stcp (El) r SteP (r) x
Step (G1 )
Tier 1
12,500
(Jl )
Tier 2
s0,000
step (El) x steP (t) x
Stlp (G2)
Tier 2
25,000
( J2)
Tier 2
25, 000
Prrt It licr 2 - St.P (J2)
Tier
80, 000
stcp (E1) x st.P (F) x
stcp (Gr)
500, 000
Stcp (E2) x St.P (f)
Tier 3
50,000
( Jl)
Tier 3
30,000
P.rt It TlGr f - st?P (Jl)
ParE. V On-WaEer AmounE Needed Eo be ldentified' buE noE ContracEed for
in Advance (barrels/day)
NOTE: To converE from barrele/day to gallons/day' multiply Ehe
quanEiEie6 in Parts II through V by 42 gallons/barrel'
[59FR34ll1,Julyl,1994;59FR49006,Sept'26'.1994'asamendedat65FR40806'40807'June
30, 20001 65 FR 47325, A"g.;, i00i;66 FR 4'7325, Aug. 2, 2000; 66 FR 3s460' 35461' June 29' 20011
17,500
Part Il Tier'l - SteP (Jl)
APPENDIX F TO PART IIz-FACILITY-
SPEClFIC RESPONSE PLAN
Table of Contents
1.0 Model Facility-Specific Response Plan
l.l Emergency Response Action Plan
1.2 Facility Information
1.3 Emergency Response Information
l'3.1 Notification
1.3.2 ResPonse EquiPment List
1.3.3 Response Equipment Testing/Deploy-
ment
1.3.4 Personnel
1.3.5 Evacuation Plans
l 3.6 Qualified Individual's Duties
1.4 Hazard Evaluation
1.4.1 Hazard Identification
1.4.2 VulnerabilitY Analysis
1.4.3 Analysis of the Potential for an Oil
Soill
1.4.i Facility Reportable oil Spill History
1.5 Discharge Scenarios
1.5.1 Small and Medium Discharges
1.5.2 Worst Case Discharge
1.6 Discharge Detection SYstems
1.6.1 Disc-harge Detection By Personnel
1.6.2 Automated Discharge Detection
85
Tier
Pt. I12, APP. r
1.7 Plan ImPlementation- i.Z.t n"tp'orrse Resources for Small' Me-
dium, and Worst Case SPills
1.7.2 Disposal Plans
1.7.3 Containment and Drainage Planning
1.8 Self-Inspection, Drills/Exercises' and Re-
sponse Training
1.8.1 FacilitY Self lnsPection
1.8.1.1 Tank InsPection
1.8.1.2 Response Equipment Inspection
-
1.8.1.3 Secondary Containment Inspection
1.8.2 FacilitY Drills/Exercises
1.8.2.1 Quali-fied Individual Notification
Drill Logs
1.8.2.2 SpIll Management Team Tabletop
Exercise Logs
1.8.3 ResPonse Training
i.8.3.t P...o..rel Response Training Logs
t.8.3.2 Discharge Prevention Meeting Logs
1.9 Diagrams
1.10 SecuritY
2.0 Response Plan Cover Sheet
3.0 AcronYms
4.0 References
1.0 Model Facility-Specific Response Plan
(A) Owners or operators of facilities regu-
laied ,nder this pirt which pose a threat.of
substantial harm to the environment by dis-
charging oil into or on navigable waters or
adioi-ni;e shorelines are required to prepare
an"d trbrilt facility specitic response plans to
EPA in accordante with the provisions in
40 CFR Ch. I (7-l-05 Edition)
this appendix. This appendix further de-
icriues'tt," required elements in S 112 20(h)'
tBt Resoonse plans must be sent lo the ap-
....'.i.a.'EPA ilegional office Figure F- I of
lrrii ,a.ppenaix listi each EPA Regional office
and the address where owners or operato-rs
must submit their response plans Those fa-
cilities deemed by the Regional Adminis-
irator (RR) to poie a threat of significant
and substantial harm to the environment
*lit ttut" their plans reviewed and approved
bv EPA. In certain cases. information re-
o'uirea in the model response plan is similar
io infor-atio. currentiy maintained in the
i".iiit"t Spill Prevention. Control' and
Cor.t6r*.airres (SPCC) Plan as required by
40 CFR 112.3. In these cases, owners or opera-
tors may reproduce the information and in-
clucle a ihotbcopy in the response plan'
(C) A complex may develop a single re-
toonse olan with a sit of core elements for
ail regulating aS,encies and separate sections
for th"e non -tianlportat ion-re lated and trans-
po.t.fio.-..tuted components' as described
in S rtz.zO(tt). Owners or operators of large fa-
.iti i"" tttri handle, store, or transport oil at
more than one geographically distinct loca-
tion (e.g., oil storage areas at opposite ends
oi, .ligt", continirous parcel of property)
shall, ai appropriate, develop separate sec-
tions of the response plan for each storage
area.
86
Environmenlol Proteclion AgencY
1.1 EmergencY ResPonse Action Plan
Several sections of the response plan shall
be co-located for easy access by response per-
sonnel during an actual emergency or oil dis-
charge. Thii collection of sections shall be
called the Emergency Response Action Plan'
The Agency infends that the Action Plan
contain only as much information as is nec-
essary to combat the discharge and be ar-
.rrgJd so response actions are not delayed'
The Action Plan may be arranged in a num-
ber of ways. For example, the sections of the
Emergen-y Response Action Plan may be
photoiopies or condensed versions of the
C<
Fa-ul>
tJ- )i-a-z- r<<Jtzx:9r,r
r;A
t,\ Z-
.44
o- [J,a&
Pl. I12, APP. F
:
z , ?-i)
e2- !-!
aY<t-
>a
ts i4
,
i
^<-
i
9.-rlt--
:
zi -
L ?-haz
z'..i
-iz
i i Ciz Li..
-: t 1-.
r:r j <
^95-co?
^.E:!<*l<_
s -? 5_aE
a a Il-
= . e 2.1_z
r-i &il,-h-t l=:t_,iado
I6
^ ES
z a4
->r
' ;4, iuFZ-3 A
J:'i::i 'i
=xi 1
z ^'
'1.4-
=<.-.:
<!
z.i 4-
aE
a
=
i i;
;:i-
t.t24rg=i i
t4-*.1t>6-a
87
E
ia
zazG t
=*,i>.i?
cZ
-* .4-
,=ai
>*,;
l,
a-
^.;Zq
Pt. I12, App. F
forms included in the associated secfions of
the resDonse plan. Each Emergency Response
a.tio.'ptr. iection may be tabbed for quick
reference. The Action Plan shall be main-
i"i"ua i" the front of the same binder that
contains the complete response plan- or -itrnutt t" contained in a separate binder' In
the latter case, both binders shall be kept to-
n.it"t to that the entire plan can be
Zccessed by the qualified individual and ap-
orooriate soill response personnel The
'i-L.g"..y ilesponse Action Plan shall be
made up of the following sections:
l. Qualified Individual Information (Section
1.2) partial
2. Emergency Notification Phone List (Sec-
tion 1.3.1) Partial
3. Spill Response Notification Form (Section
1.3.1) partial
4. Response Equipment List and Location
(Section 1.3.2) comPlete
5. Response Equipment Testing and Deploy-
men't (Section 1.3.3) comPlete
6. Faciiity Response Team (Section l'3 4)
partial
7. Evacuation Plan (Section l 3'5) condensed
8. Immediate Actions (Section l 7 l) com-
plete
9. Facility Diagram (Section l 9) complete
1.2 FacilitY Information
The facility information form is designed
to orovide ari overview of the site and a de-
scriotion ol past activities at the lacility'
rtl.Jf, "f the information required by this
section may be obtained from the facility's
existing SPCC Plan.
1.2.1 Facility name and location: Enter fa-
ciiiiv .a*" .id ttt."t address Enter the ad
dresi of corporate headquarters only-if cor-
oorate headquarters are physically located
it the facitiiy. lnclude city county state
zip code, and Phone number''1.?.2 Latitude and Longitudej Enter the
latitude and longitude of the facility ln-
iltde degreet, mlnutes, and seconds of the
main entrance of the facility'
1.2.3 Wetlhead Protection Area; Indicate if
the facility is located in or drains into a
wellhead pirotection area as defined by.the
Suf. b.i"^t i"g Water Act of 1986 (SDWA) l
ih. ."rpo.."llan requirements in the Well-
treaa prttection Progiam are outlined by the
- t a-*.ttt ".a protection area is defined as
the surface and- subsurface area surrounding
i*utu. well or wellfield, supplying a public
water system, through which contaminants
a= ."aio.aUty likely to move toward and
i"a.t trcf, witer weil or wellfield For fur-
ther information regarding State and terri-
tory protection programs, facility owners or
opu".rtort may c;nt;ct the SDWA Hotline at
1-800-426-4791.
40 CFR Ch. I (7-l-05 Edition)
State or Territory in which the facility re'
sides."'|-i.l O*n"rt"pe-.ator: Write the name of
the company or person operating the facility
,"a tn"'narie of'the perjon or company that
"*"t tn" facility' if the two are different'
List the address of the owner, if the two are
different.- 1.2.5 Qualified Individual: Write the name
of ifre quatified individual for the entire fa-
cilirv. li more than one person is listed each
i"JiJia"rr indicated in this section shall
iiu"" f"rr authority to implement the facility
i"rpo."" plan. For eaCh lndividual' list:
.rri.". roJitl"n' home and work addresses
(street ;ddresses, not P O. boxes). emergency
phone number. and specilic response training
exDerience.-'i.i.6- o"n of Oil Storage Start-up: Enter the
year which the present l-acility first started
storing oil.-- t.i.i- c"o""t operation: Briefly , describe
the iacility's operations and include the
North Amirican Industrial Classification
Svstem (NAICS) code.'1.2.8 burct and Type of Substantial Expan-
sion: Include informition on expansions that
have occurred at the facility Examples ot
such expansions include' but are not llmlleq
io, rhi""etp"t expansion, addition of a
oioar.t line.'change of a product line and
installation of additional oil storage capac-
ii". ih" data provided shall include all facil-
iiiv tri.to.icat information and detail the ex-
oLrio. of the facility. An example of sub'
lianrial expansion is any material alteration
of the faci[ity which causes the owner or op-
..rto. of th; facility to re-evaluate and in-
crease the response equipment necessary to
adequately respond to a worst case discharge
from the facilitY.
Date of Last UPdate:
-FACILITY INFORMATION FORM
Facilitv Name:
LocaIion (Street Address):
Citv: State:
-
ZiP:
-
co,i"tr
-Pho-reNumber:
( )
-Latit;de:
-
Degrees
-
Minutes
Seconds
Lo-lrgitude:
-
Degrees
-
Minutes
(if different from Facility Address)
Citv: State:- ZiP:
-County:
-
Phone Number: ( )
-
Ooerator (if not Owner):6[:iiill "i"a"i"il",it'i, tatt"it' adaitio"at
sheets if more than one)
Seconds
Wellhead Protection Area:
Owner:
bwner t-oiatGnlSireet aaar:ess)'
Name:
Position:
Work Address:
Home Address:
88
EmergencY Phone Number: (
Environmenlol Proteclion AgencY
Date of Oil Storage Start-uP:
Current Operations:
sion(s):
ff. I12, APP. F
to the National Preparedness for Response
Exercise Program (i'REP) Guidelines (see
Aooendix E to (his part, section l3 for avail-
,6itityl. which saiisl-y oil Pollution Act
(OPA) response exercise requirements
(5) Section 1.3.4 lists the facility response
personnel, including those employed b-V tfe
'iacility and those under contract to the fa-
cility ior response activities, the amount of
time- needed ior personnel to respolld' their
resoottsibililv in the case of an emergency'
..i th.i. level of response training Three
different forms are included in this section'
The Emergency Response Personnel List
shall be coirpoied of ill personnel employed
tv the faciliiv whose dulies involve respond-
lrip to emereencies. including oil discharges'
eren *hen t"hey are not physically present at
the site. An eiample of this type of person
would be the Building Engineer-in-Charge or
Plant Fire Chief. The second form is a list ot
the Emerqency Response Contractors (both
Drimarv a*nd secondary) retained by the ta-
cilirv. "Any cllanges in contraclor status
-rri b. reflected in updates to the response
olan. Evidence of contracts with response
io.t.u.to.. shalt be included in this section
so that the availability of resources can be
verified. The last form is the Facility Re-
sponse Team List' which shall be composed
oi bottr emergency response personnel (ref-
erenced by job title/position) and emergency
response co".t.r.to.j, included in one of the
l*6 tirt" described above' that will respond
immediately upon discovery of an -oil dis-
charge or -other emergency (i e', the first
people to respond). These are to be persons
normally on ahe facility premises^or-primary
..toota6 contractors. Examples of these per-
sorinel would be the Facility Hazardous Ma-
terials (HAZMAT) Spill TeaIn l Facility
Fire Engine Company 1, Production Super-
visor, oi Transfer Supervisor' Company per-
sonnel must be able io respond immediately
and adequately if contractor support is not
available.
(6) Section 1.3.5 lists factors that must' as
appropriate, be considered when preParing an
evacuation plan.
(7) Section 1.3.6 references the responsibil-
ities of the qualified individual for the facil-
ity in the event of an emergency'
1g) fh" inlormation provided in the emer-
sencv response section will aid in the assess-
i."ni of tiSe facilitv's ability to respond to a
worst case discharye and will identify addi-
tional assistance tfiat may be needed ln ad-
dition, the facility owner or operator may
want to produce a wallet-size card con-
taining a checklist of the immediate re-
soonse*and notification steps to be taken in
tile event of an oil discharge'
ilttrcnaaaitionatstreetsirnecessary)
1.3 Emergency Response Information
(A) The information provided in this sec-
tion shall describe what will be needed in an
uitrut "t e.g"ncy involving the discharge of
oi1 or a combination of hazardous substances
and oil discharge. The Emergency Response
i.fo.matio. sec"tion of the plan must include
the following comPonents:
(1) The infirmaiion provided in the Emer-
gency Notification Phone List in section
i.3.1
-identifies and prioritizes the names and
ohone numbers of the organizaL ions and per-
lonnel that need to be notified immediately
in the event of an emergency. This section
shall include all the appropriate phone num-
bers for the facility. These numbers must be
verified each tims the plan is updated The
contact list must be accessible to all facility
emolovees to ensure that, in case of a dis-
cha'rg6. any employee on site could imme-
diately norify the appropriate parties -(2) i'he Spill Response Notification Form
in section f.3.1 c.eates a checklist of infor-
mation that shall be provided to the Na-
tional ResDonse Center (NRC) and other re-
too.se perro.nel. All information on lhis
c'heckllst musl be known at the time of noti-
fication, or be in the process of being col-
lected. This notification form is based on a
similar form used by the NRC Note: Do not
delay spill notificaiion to collect tlle infor-
mation on the list.
(3) Section 1.3.2 provides a description of
the facitity's list of emergency response
equipment and location of the response
equipment. When appropriate, the amount of
oll t'hat emergency response equipment- can
handle and aiy limitations (e.g , launching
sites) must be described.
(4) Section 1.3.3 provides information re-
guiai.,g response equipment tests and de-
ito.r-.-tt diills. Response equipment deploy-
meit exercises shall be conducted to ensure
lhat response equipment is operational and
the persbnnel w6o would oPerate tlle equip-
-.rl i, a spill response are capable of de-
ploying and operating it. Only a representa-'tive si-mpte oi each iype ot response equip-
ment needs to be deployed and operated' as
long as the remainder is properly main-
taiied. If appropriate, testing of response
equipment may - be conducted while it is
being deployed-. Facilities without facility-
o*.Jd ..ipo'.,te equipment must ensure that
the oil spill removal organization that- is
identified in the response plan to provide
this response equipment certifies that the
deployment exercijes have been met Refer
1.3.1 Notification
89
Date of Last UPdate:
Pt. I12, APP. F
EMERGENCY NOTIFICATION PHONE LIST WHOM
TO NOTIFY
Reporter's Name
Date:
Organization
40 CFR Ch. I (7-l-05 Edition)
SPILL RESPONSE NOTIFICATION FORM
Facility Name:
Owner Name:
Facilitv Identification Number:
Date aid Time of Each NRC Notification:
1. National Flesponse Center (NFIC):
2. Qualified lndividual:
Evening Phone:
3. Company Response Team:
Evening Phone:
4. Federal On-Scene Coordinator (OSC)
and/or Regional Response Center
(HHC):
Evening Phone(s):
Pag€r Number(s);
5. L@d Flesponse T€am (Fire Oept./Co-
operatives):
6. Fire Marshall:
Evening Phone:
7. State Emergency Flesponse Commis-
sion (SERC):
EvBning Phone:
8. State Police:
9. Local Emergency Planning Committeo
(LEPC):
10. Local Water SUPPIY SYStem:
Evening Phone:
12. Local Television/Fladio Station lor
Evacuation Notif ication:
13. Hospitals:
Reporter's Last Name:
F irst
Position:
Phone Numbers:
DaY( )
Evening ( )
Phone No.Company:
'l-80H24-8802 Organization TYPe:
Address:
City:
State:
Zip:
were N4-aterials Discharged?
-
(Y/N) Con-
Incident DescriPtion
Source and/or Cause of Incident:
Date of Incident:
Time of Incident:
-
AM/PM
Incident Address/Location:
Material
fidential?
-
(Y/N)
Meeting Fecleral Obligations to Report?
(Y/N) Date Called:
-curri"g ior Responsible Party? _- (Y/N)
Time Called:
-
M-I
Nearest CitY:_-
---
State:
County: ZiP:
-Distance from City:
-
Uttitt of Measure:
Direction from CitY: _-
S"iti-, TownshiP: '- Range:
Borough:
Co._-rltuirl". Type:
-
Tank oil Storage Ca-
pacity:
-
Units of Measure:
-
Facility Oil Sto..g" Capacity: -- Units
of Measure:
-
Facility LatiLude: _- Degrees
-
Min-
utes '- Seconds
Facility Longitude: -- Degrees
-
Minutes
-
Seconds
Discharged quan-
tity
Malerial Dis-
charged in waterCHFIIS Code Unit of measure
90
OuantitY Unit of measure
Storage Location:
i.-cn.?ri.ut. sto..JlDitpettr.ii tilt"d on
Environmentol Plolection AgencY Pt. I12, APP. F
CHRIS Code Discharged quan-
tity Unit of measure Material Dis-
charged in water Ouantity Unil of measure
Resqonse Action
Actions Taken to Correct' Control or Miti-
gate Incident:
InPact
Number of Injuries:
-
Number of Deaths:
Wer-re there Evacuations?
-
(Y/N) Num-
_ (Y/N)
other?
-
(Y/N) Describe:
-
1.3.2 ResPonse EquiPment List
Date of Last Update:-
FACILITY RESPONSE EQUIPMENT LIST
l. SkimmersiPumps-Operational Status:
Type, Model, and Year:
Type Model
Number:
Caller Notifications
(YiN) USCG?
-
(Y/N) State?
Year
EPA?
ber Evacuated:
-
Was there any Damage?
-
ry/N)
Damage in Dollars (aPProximate):
Capacity:
-
gal./min.
Dally Effective RecoverY Rate:Medium Affected:
Description:
More Information about Medium
Storage Location(s)
Containment Area: --
sq. ft
Additional Information
Anv information about the incident not re-
c'orded elsewhere in the rePort:
Were appropriate procedures used to re-
ceive appioval for use of dispersants in ac-
cordanie with the NCP (40 CFR 300.910) and
the Area Contingency Plan (ACP), where ap-
plicable?- (Y/N).
Name and State of On-Scene Coordinator
(OSC) authorizing use:
-
Date Authorized:
-
.
4. Dispersant Dispensing Equipment-Oper-
ational Status:
-
.
Flesponse
time
(minules)Type and year
EPA's NCP Product Schedule)
9l
Number:
Amount
Pt. l12, APP.F
5. Sorbents-Operational Status: _-
Type and Year Purchased:
40 CFR Ch. I (7-l-05 Edilion)
1.3.3 Response Equipment Testing/Deployment
Date of Last UPdate:
-ResPonse EquiPment Testing and
DePloyment Drill Log
Last Inspection or Response Equipment Test
Date
Inspection FrequencY_:
Lait DeploYment Drill Date:
Deployment FrequencY:
Oii S[ltt Removal Organization Certification
(if ipplicable):
1.3.4 Personnel
Date of Last Update:_-
Absorption Capacity (gal.), _=-._-
Storage Location(s):
6. Hand Tools-Operational Status: _-
7. Communication Equipment (include op-
eraLins frequency and channel and/or cel-
lutar -phone' nuribers)-Operational Status:
8. Fire Fighting and Personnel Protective
Equipment-OPerational Status:
--
EMERGENCY RESPONSE PEFSONNEL
ComPanY Personnel
9. Other (e.g., Heary Equipment, Boats and
Motors)-OPerational Status:
-
1 Phone number to be used when person is not on-sile
92
Environmenlol Protection AgencY
EMEBGENCY RESPONSE CONTBACTOBS
Dale of Last Update:
Pt. ll2, App. F
Phone or pager numb€r (day/evening)
FAcILITY RESPONSE TEAM
Date of Last Updale:
Team member
Oualified lndividual:
ffimentswithresponSeconlrac1orstoensUr6theavailabilityofperSonnelandr6Sponse
NoTE:lflhefacilityUsesconlracledhelplnanemergencyresponsesiluation,Iheowneroroperatormuslprovidetheconlrac
torS,names and review the aont,u"roia,'i;p*iiies ro-piorOi ad6quate personnel and response equipment.
93
Pt. I12, App. F
1.3.5 Evacuation Plans
1.3.5.1 Based on the analysis of the facil-
itv. as discussed elsewhere in the plan a fa-
ciiity-wide evacuation plan shall be devel'
opedl In addition, plans to evacuate parts of
the facility that aie at a high risk of expo-
sure in the event of a discharge or other re-
lease must be developed. Evacuation routes
must be shown on a diagram of the facility
(see section 1.9 of this appendix) When de
velooing evacuation plans, consideration
musi be"given to the following factors as ap-
DroDriate:' (l) Location of stored materials;
izi uazara imposed by discharged material:
(3) Discharge flow direction:
iqi prevaitiig wind direction and speed; ..
iSi Wut.. cu]rrents, tides' or wave condi-
tions (if applicable);
(6) Arrival route of emergency response
personnel and resPonse equiPment;
(7) Evacuation routes;
(8) Alternative routes of evacuation:
(9) Tru..po.trtion of injured personnel to
nearest emergency medical facilityl
(10) Location of alarm/notification sys-
tems;(ll) The need for a centralized check-in
area.for evacuation validation (roll call);
(12) Selection of a mitigation command
center; and
(13) Location of shelter at the facility as
an alternative to evacuation.
1.3.5.2 One resource that may be helpful
to owners or operators in preparing this sec-^
tion of the ..sponse plan is The Handbook of
Chemical Hazard Anilysis Procedures by the
Federal Emergency Management Agency
(FEMA), Department of Transportation
ipOf),'ana Epn. ffre Handbook of Chemical
Hazard Analysis Procedures is available from:
FEMA Publication Office, 500 C Street'
S.W., Washington, DC 20472, (202) 646-3484'
1.3.5.3 As Jpecified in S112.20(h)(l)(vi)' the
facility ownei or operator must reference ex-
isting community evacuation plans, as ap-
propriate.
1.3.6 Qualified Individual's Duties
The duties of the designated qualified indi-
vidual are specified in Sll2.20(h)(3)(ix) The
qualified individual's duties must be de-
scribed and be consistent with the minimum
requirements in s112.20(h)(3)(ix). In addition'
the oualified individual must be identified
with the Facility Information in section l2
of the response Plan.
1.4 Hazard Evaluation
This section requires the facility owner or
oDerator 1o examine the facility s operations
ciosely and to predict where discharges could
occur: Hazard ivaluation is a widely used in-
dustry practice that allows facility own€rs
o, ooi..uto.t to develop a complele under-
rtrr.tdi.g of potential hazards and the re
40 CFR Ch. I (7-l-05 Edition)
soonse actions necessary to address these
n!r".at. The Handbook -of Chemical Hazard
Analvsis Procedures, prepared by the EPA'
DoTl and the FEMA and the Hazardous Mate-
,iul, E."rg"nry Planning Guide (NRT-I)' pre-
oared bv"the-National Response Team are
Lood ref6rences for conduct ing a hazal'd anal'
!sis. Hazard identification and evaluation"will assist facility owners or operators.in
planning for potdntial discharges' thereby
ieduclng the severity of discharge impacts
that miy occur in the future. The evaluation
,lso mai help the operator identify and cor-
.".r oot"ential ,or..is of discharges ln addi-
tion. soecial hazards to workers and emer-
r...r."roo.a" personnel's health and safety
Strutiu. evaluaied. as well as the facility's
oil spill history.
1.4.1 Hazard ldentilication
The Tank and Surface lmpoundment (SI)
forms, or their equivalent. that are part ot
this section must be completed according 1o
the directions below. ("Surface Impound-
ment" means a facility or part of a facility
which is a natural topographic depression'
man-made excavat ion, or diked area formed
nrimarilv of earlhen materials (although it
'-r, U"'lined with man-made materials)'
whicf, is designed to hold an accumulation of
liquid wastes" or wastes containing lree liq-
uiis, and which is not an iniection well or a
seeoaqe facility.) Similar worksheets' or
their"equivaleni. must be developed for any
other type of storage containers'
(r) t-is't each taik at the facility with a
seoarate and distinct identifier' Begin above-
ortund tank identifiers with an "A" and be-
iowsround tank identifiers with a "B'" or
.rLf.lt -tttiple sheets with the aboveground
tanks and belowground tanks on separate
sheets.
(2) Use gallons for the maximum capacity
of a tankl-and use square feet for the area'- (3) Using the appropriate identifiers and
thL-followl-ng instiuctions, fill in the appro-
oriate forms:' (a) Tank or SI number-Using the afore-
me.tio.ed identifiers (A or B) or multiple
reporting sheels, idelrtify each. tank.or SI at
the facifity that stores oil or hazardous ma-
terials.
(b) Substance Stored-For each tank or SI
identifiea, record the material that is stored
therein. If the tank or SI is used to store
-o.e thr. one material, list all of the stored
materials.
(c) Quantity Stored-For each material
stored in each tank or Sl. report the average
volume of material stored on any given day'
(d) Tank Type or Surface Area'/Year-For
each ta.k. report lhe type of tank. (eg'
noating top).'and lhe year the tank was
orlginally installed. If the tank has been re-
fabilcate-d, the year that the latest refabrica-
tion was completed must be recorded in pa-
rentheses neit to the year installed' For
94
Envilonmeniol Prolection Agency
each SL record the surface area of the im-
poundment and the year it went into service'
(e) Maximum Capacity-Record the oper-
ational maximum cipacity for each tank and
SI. If the maximum capacity varies with the
season, record the upper and lower limits'
(f) Failure/Cause-Record the cause and
date of any tank or SI failure which has re-
sulted in a loss of tank or SI contents'
(4) Using the numbers from the tank and
SI iorms,'label a schematic drawing of the
facility. This drawing shall be identical to
any sthematic drawings included in the
SPCC Plan.
(5) Using knowledge of the facility and its
operationJ, describe the following in writing:
(a) The loading and unloading of transpor-
tation vehicles that .isk the discharge of oil
or release of hazardous substances during
transoort orocesses. These operations may
inctude loading and urrloading of trucks'
railroad ca.s, 6. vessels. Estimate the vol-
ume of material involved in transfer oper-
Pl. I t2, APP' t
ations, if the exact volume cannot be deter-
mined.
(b) Day-to-day operations that may
Dresent a iisk of-discharging oil or releasing
I hazardous substance. These activities in-
clude scheduled venting, piping repair or re'
nlacement, valve maintenance, transler ol
iank contents from one tank to another' etc
(not including transportation-related activi-
iies). Estimale the volume of material in-
volved in these operations, if the exact vol-
ume cannot be determined'
(c) The secondary containment volume as-
sociated with each tank and/or transfer point
ii fne facltity. The numbering scheme devel-
ooed on the iables, or an equivalenl system'
must be used to identify each containment
area. Capacities must be listed for each indi-
vidual init (tanks, slumps, drainage traps'
and oonds). as well as the facility total'- (ai Uo.-at daily throughPut for the facil-
ity and any effect on potential discharge vol-
uires thai a negative or positive change in
that throughPut maY cause.
HAZAHD IDENTIFICATION TANKS 1
1 Tank = any container that stores oil
Attach as many sheets as necessary.
HAZABD IDENTIFICATION SURFACE I[''IPOUNDMENTS (SIS)
Date of Last UPdate:
Date of Last Update:
95
Pt. I12, ApP. F
1.4.2 VulnerabilitY AnalYsis
The vulnerability analysis shall address
the potential effecls (i.e., to human health'
oroolrtv. or the environment) of an oil dis-
tharge.-Attachment C-lll to Appendix C to
this part provides a method that owners or
.o..rto.t lhall ,se to determine appropriate
distances from the lacility to fish and wild-
life and sensitive environments Owners or
oDerators can use a comparable formula that
is considered acceptable by the RA If a com-
oarable formula is used. documentation of
lhe reliabilitv and analytical soundness of
the formula must be attached to the re-
sponse plan cover sheet. This analysis must
be oreoared for each facility and' as appro
oriate. must discuss the vulnerability of:'(l) Water intakes (drinking, cooling or
other);
(2) Schools;
(3) Medical facilities;
(4) Residential areas;
(5) Businesses;(6) Wetlands or other sensitive environ-
ments:2
(7) Fish and wildlife;
(8) Lakes and streams:
(9) Endangered flora and fauna:
(10) Recreational areas;
(tti 1..u.tpo.tation routes (air' land, and
water);
(12) Utilities; and
(13) Other areas of economic importanc€
(e.g., beaches, marinas) including terrestri-
all"y sensitive environments, aquatic envi-
ronments, and unique habitats
1.4.3 Analysis of the Potential for an Oil
Discharge
Each owner or operator shall analyze the
probability of a discharge occurring at the
-,R"-f". ao ahe DocaIoAA "Guidance for
Facility and Vessel Response Plans: Fish and
Wildlif; and Sensitive Environments" (See
appendix E to this part, section 13' for avail-
ability).
40 CtR Ch. I (7-l-05 Edition)
HAZARD IDENTIFICATION SUBFACE IMPOUNDMENTS (SIS)-CONtiNUEd
facilitv. This analysis shall incorporate fac-
tors s,ich as oil discharge history horizontal
range of a potential discharge-, and- vulner-
abifity to natural disaster, and shall, as ap-
orooriate, incorporate other factors such as
ir.L ,g". This analysis wilt provide informa-
tion for developing discharge scenarios tor a
worst case discharge and small and medium
Jir.t".n"t and aid in the development of
techniq"ues to reduce the size and frequency
oF discharges. The owner or operator. may
need to reiarch the age of the tanks the oil
discharge history at the facility'
1.4.4 Facility Reportable Oil Spill History
Briefly describe the l-acility's reportab^le
oil soill"3 historv for the entire life of the fa-
cilitv to the ex-tent that such information is
reas6nably identifiable. including:
(l) Date of discharge(s):
(2) List of discharge causes;
(3) Material(s) discharged;
(4) Amount discharged in gallons; -
isi e-or.t of discharge that reached navi-
sable waters. if aPPlicable:
(6) Effectivenes and capacity of secondary
containmenti
(7) Clean-uP actions taken;
iei st"pt tiken to reduce possibility of re-
currencel--(g) fotal oil storage capacity ot the tank(s)
or impoundment(s) from which the material
discharged;
(10) Enforcement actions;
itti Effectiveness of monitoring equip-
ment: and
(12) Description(s) of how each oil dis-
charge was detected.
-,,LlI..if"d in 40 CFR part 110, report-
able oil spills are those that: (a) violate ap-
plicable water quality standards, or (b) cause
L fil- o. sheen upon or discoloration of the
surface of the water or adioining shorelines
or cause a sludge or emulsion to be deposited
beneath the suiface of the water or upon ad-
joining shorelines.
96
Date of Last Update:
Allach as many sheets as necessary.
Environmeniol Proleclion AgencY
The information solicited in this section
mav be similar to requirements in 40 CFR
ln:A\a). Any duplicate inrormation required
Uy S ir2.l(a)-may be photocopied and inserted'
1.5 Discharge Scenarios
In this section, the owner or operator is re-
quired to provide a description of the facili,
tr', *o.tt'aut" discharge. as well as a small
a-nd medium discharge, as appropriate A
multi-level planning approach has been cho-
sen because the reiponse actions to a dis-
charse (1.e., necessary response equipment
prodicts. and personnel) are dependent -onihe magnitude ot the discharge. Planrring for
lesser Iischarges is necessary because the
nature of the iesponse may be qualilative-ly
different depending on the quantity of the
discharge. The facility owner or operator
shall di-scuss the potential direction of the
discharge pathway.
1.5.1 Small and Medium Discharges
l.5.l.l To address multi-level planning re-
quirements, the owner or operator must con-
sid.r types of facility-specific discharge sce-
nariosihat may contribute to a small or me-
dium discharge. The scenarios shall account
for all the opirations that take place at the
tacilitv. includinq but not limited to:
(l) Loading and unloading of surface trans-
portation;
(2) Facility maintenance;
(3) Facility PiPing;
(4) Pumping stations and sumPs:
(5) Oil storage tanks;
(6) Vehicle refueling; and
(Z) Age ana condition of facility and com-
ponents.' 1.5-1.2 The scenarios shall also consider
factors that affect the response efforts re-
quired by the facility These include but are
not limited to:
(1) Size of the discharge;
izi Proxlmitv to downgradient wells, wa-
terwavs, and drinking water intakes;
(3) Froximity to tiah and wildtife and sen"
sitive environments;
(4) Likelihood that the discharge will trav-
el oifsite (i.e., topography' drainage):
(5) Location bf-thi: material discharged
(1.e., on a concrete pad or directly on the
soil);
(6) Marerial discharged;
izi Weattrer or aquatic conditions (i e"
river flow);
(8) Available remediation equipment: ^ ^ ..(9) Probability of a chain reaction of fail
ures: and
(10) Direction of discharge pathway'
1.5.2 Worst Case Discharge
1.5.2.1 In this section, the owner or oper-
ator must identify the worst case discharge
volume at the facitity. Worksheets for pro-
duction and non-production facility owners
Pt. I12, APP. F
or operators to use when calculating worst
case discharge are presented in Appendix D
to this part. When planning for the worst
case disiharge response, all of the aforemen-
tioned factois listed in the small and me-
dium discharge section of the response plan
shall be addressed.
1.5.2.2 For onshore storage facilities and
production facilities, perm-anently
manifolded oil storage tanks are defined as
tanks that are designed, installed, and/or op-
erated in such a manner that the multiple
tanks function as one storage unit (i e ' mul-
tiple tank volumes are equalized)' In this
section of the response plan, owners or oper-
ators must provide evidence that oil storage
tanks with common piping or piping systems
are not operated as one unit. If such evidence
is orovided and is acceptable to the RA' the
*o.ra .ur" discharge volume shall be based
on the combined oil storage capacity of all
manifold tanks or the oil storage capacity of
the largest single oil storage tank within the
secondiry containment area, whichever is
greater. For permanently manifolded oil
storage tanks that function as one storage
unit,*the worst case discharge shall be base-d
on the combined oil storage capacity of all
manifolded tanks or the oil storage capacity
of the largest single tank within a secondary
containmEnt area, whichever is greater' For
purposes of the worst case discharge calcula-
iio., p..-.."ntly manifolded oil storage
tanks that are separated by internal divi-
sions for each tank are considered to be sin-
gle tanks and individual manifolded tank
volumes are not combined.
1.6 Discharge Detection SYstems
In this section' the facility owner or oper-
ator shall provide a detailed description of
the procedures and equipment used to detect
discirarges. A section on discharge detection
bv oers"onnel and a discussion of automated
air.ttr.ge detection. if applicable shall be
included for both regular operations and
after hours operations. In addition, the facil-
ity owner or operator shall discuss how the
re-liability of any automated system will b.e
checked and how frequently the system will
be inspected.
1.6.1 Discharge Detection by Personnel
In this section, facility owners or opera-
tors shall describe the procedures and per-
sonnel that will detect any discharge of oil
or release of a hazardous substance A thor-
ough discussion of facility inspections must
belncluded. In addition, a description of ini-
tial response actions shall be addressed This
section shall reference section l 3 l of the re-
sponse plan for emergency response informa-
tion.
97
Pl. l12, ApP.F
1.6.2 Automated Discharge Detection
In this section, Facility owners or opera-
tors must describe any automated discharge
detection equipment that the facility has in
place. This iection shall include a discussion
bf overfill alarms, secondary containment
sensors, etc. A discussion of the plans to
verifv an automated alarm and the actions
to b6 taken once verified must also be in-
cluded.
1.7 Plan ImPlementation
In this section, facility owners or opera-
tors must explain in detail how to imple-
ment the faciiity's emergency response plan
by describing.eiponse actions to be caried
oirt unde. t6e plan to ensure the safety of
the facility and to mitigate or prevent dis-
charges described in section 1.5 of the re-
sponfe plan. This section shall include the
identifiiation of response resources for
small, medium, and worst case discharges;
disDosal olans; and containment and drain-
asd planning. A list of those personnel who
*"orid b. inlolved in the cleanup shall be
identified. Procedures that the facility will
use, where appropriate or necessary' to up-
date their plan after an oil discharge event
and the time frame to update the PIan must
be described.
1.7.1 Response Resources for Small, Medium,
and Worst Case Discharages
1.7.1.1 Once the discharge scenarios have
been identified in section 1.5 of the response
plan, the facility owner or operator shall
identify and desiribe implementation of the
response actions. The facility owner or oper-
ator shall demonstrate accessibility to the
proper response personnel and equipment- to
Lff."tit"ly respond to ali of the identified
discharge" scenarios. The determination and
demonstration of adequate response capa-
bility are presented in Appendix E to- this
part: In addition, steps to expedite the-clean-
Lo of oil discharges must be discussed At a
*i^i-r*, the following items must be ad-
dressed:
(1) Emergency plans for spill response;
(2) Additional resPonse training:
(3) Additional contracted helP;
(4) Access to additional response equip-
ment/experts; and
(5) Ability to implement the plan including
response training and practice drills'
1.7.1.2A recommended form detailing im-
mediate actions follows.
OIL SPILL RESPONSE-IMT/lEDIATE ACTIONS
40 CFR Ch. I (7-l-05 Edition)
OrL SptLL RESPoNSE-IMMEDIATE AcrloNS-
Continued
2. Warn personnel ..........
3. Shul ofl ignition
sou rces.
4. lniliate containment ....
5. Notify NRC
6. Nolify OSC
7. Notify, as aPproPriate
Enforce salety and secu-
rity measures.
Motors, electrical circuits,
open llames, etc.
Around the tank and/or in
lhe water wilh oil
boom.'l-80H24-8802
Source: FOSS, Oil Spill ResponsFEmergency Prmo-
dures, Revis€d December 3, '1992.
1.7.2 DisPosal Plans
1.7.2.1 Facility owners or operators must
describe how an"d where the facility intends
to recover, reuse, decontaminate, or dispose
of materials after a discharge has taken
place. The appropriate permits required to't.u.rrort ot'ditpos. of recovered materials
according to loial' State' and Federal re-
orriremerits must be addressed. Materials
tiat must be accounted for in the disposal
plan, as aPproPriate' include:
(l) Recovered Product;
(2) Contaminated soil;
(3) Contaminated equipment and mate-
rials, including drums, tank parts, valves'
and shovels;
(4) Personnel protective equipmentl
(5) Decontamination solutions:
(6) Adsorbentsl and
(7) Spent chemicals.
1.7.2.2 ^fhese plans must be prepared in ac-
cordance with Federal (e.g, the Resource
Conservation and Recovery Act IRCRAI)'
Stare, and local regulations. where applica-
ble. A copv of the disposat plans from the fa-
cility s SPCC Plan may be inserted with this
section, including any diagrams in those
plans.
Act quickly lo secure
pumps, close valves,
etc.
1.7.3 Containment and Drainage Planning
A proper plan to contain and control a dis-
charge 'thrcugh drainage may limit the
thre;t of harm to human health and the en-
vironment. This section shall describe how
to contain and control a discharge through
drainage, including:
1. Stop the product flow
98
Environmentol Proleclion AgencY
(l) The available volume of containment
(use the information presented in section
1.4.1 of the resPonse Plan);
(2) The route of drainage from oil storage
and transfer areas;
(3) The construction materials used in
drainage troughs;
(4) The type and number of valves and sep-
arators used in the drainage system;
(5) Sump PumP capacities;
ioi rtr. "6.t"i"mant capacity of weirs and
booms that might be used and their location
(see section 1.3.2 of this appendix); and
(7) Other cleanuP materials.
In addition, a facility owner or operator
must meet the inspection and monitoring re-
quirements for driinage contained in 40 CFR
part tt2, subparts A through,C. A copy of the
tontainmeni and drainage plans that are re-
quired in 40 CFR Part ll2, subparts A
through C may be inserted in this section'
includ-ing any diagrams in those plans'
NoTE: the general permit for stormwater
drainage may contain additional require-
ments.
1.8 Setf-Inspection, Drills/Exercises, and
ResPonse Training
The owner or operator must develop pro-
grams for facility response training and for
Irills/exercises according to the require-
ments of 40 CFR ll2.2l. Logs must be kept for
facility drills/exercises, personnel response
training, and spill prevention meetings'
Much oJ the recordkeeping information re-
quired by this section is also contained in
the SPC-C Plan required by 40 CFR ll2 3'
These logs may be included in the facility re-
"po.,"" pL. oi k"pt as an annex to the facil-
ity response PIan.
1.8. I FacilitY Self-InsPection
Under 40 CFR 112.7(e), you must include
the written procedures and records of inspec-
tions for eaih facility in the SPCC Plan You
must include the inspection records for each
container, secondary containment, and item
of response equipment at the facility You
must cross-reference the records of inspec-
Pl. I12, APP. t
tions of each container and secondary con-
tainment required by 40 CFR 112 7(e) in the
facility.u"po."" plan. The inspection record
of response equipment is a new requirement
in this plan. FaCitity self-inspection requires
two-ste'ps: (l) a checklist of things to in-
soect: ind (2) a method of recording the ac-
tlal insoection and its findings You must
note the date of each inspection -Yo^u m^ust
keeo facilitv response plan records lor llve
rears. You ri'rtt k."p SPCC records for threej'.r.".
L8. 1. 1. Tank Insqection
The tank inspection checklist presented
below has been lncluded as guidance during
insDections and monitoring. Similar require-
meirts exist in 40 CFR part ll2, subparts A
through C. Duplicate information from the
SPCC"Plan may be photocopied and inserted
in this section. The inspection checklist con-
sists of the following items:
TANK INSPECTION CHECKLIST
1. Check tanks for leaks, specifically looking
for:
A. drip marks;
B. discoloration of tanks:
C. puddles containing spilled or leaked ma-
terial;
D. corrosion;
E. cracks; and
F. localized dead vegetation.
2. Check foundation for:
A. cracks;
B. discoloration:
C. puddles containing spilled or leaked ma-
terial:
D. settling;
E. gaps bEtween tank and foundationl and
F. damage caused by vegetation roots'
3. Check piping for:
A. droPlets of stored material;
B. discoloration;
C. corrosion;
D. bowing of PiPe between supPorts:
E. evidence of stored material seepage
from valves or seals; and
F. localized dead vegetation.
TANK/SUHFACE IIV1POUNDMENT INSPECTION LOG
99
Pi. I12, ApP. F
1.8. 1.2 Response Equipment Inspection
Using the Emergency Response Equipment
List provided in section 1.3.2 of the response
plan,- describe each type of response equip-
ment. checking for the following:
Response EquiPment Checklist
l. Inventory (item and quantitY);
2. Storage location;
40 CFR Ch. I (7-l-05 Edition)
3. Accessibility (time to access and re-
spond);
4. Operational status/condition;
5. Aitual use/testing (last test date and fre-
quency of testing): and
6. Shelf life (present age, expected replace-
ment date) .
Please note any discrepancies between this
list and the available response equipment'
RESPONSE EOUIPN,'IENT INSPECTION LOG
[Use section 1.3.2 ol the response plan as a checklisl]
TANl(SURFACE IN,,IPOUNDMENT INSPECTION LOG-CONtiNUEd
100
Environmenlol Proleclion Agency
1.8. L3 Secondary Containment InsPection
Inspect the secondary containment (as de-
scribed in sections 1.4.1 and 1.7.2 of the re-
sponse plan), checking the following:
Secondary Containment Checklist
l. Dike or berm system.
A. Level of precipitation in dike/available
capacity:
B. Oberatlonal status of drainage valves;
C. Dike or berm Permeability:
D. Debris:
E. Erosion:
F. PermeabilitY of the earthen floor of
diked area; and
G. Location/status of pipes, inlets, drain-
age beneath tanks, etc.
2. Secondary containment
A. Cracks;
B. Discolorationi
C. Presence of spilled or leaked material
(standing liquid);
D. Corrosion; and
E. Valve conditions.
3. Retention and drainage Ponds
A. Erosion:
B. Available capacitY;
C. Presence of ipilled or leaked material:
D. Debris; and
E. Stressed vegetation.
The tank inspection checklist presented
below has been included as guidance during
inspections and monitoring. Similar- require.-
ments exist in 40 CFR part 112' subparts A
through C. Similar requirements exist in 40
CFR 1*12.7(e). Duplicate information from the
SPCC Plan may-be photocopied and inserted
in this section.
1.8.2 FacilitY Drills/Exercises
(A) CWA section 3ll0)(5), as amended by
OPA, requires the response plan to contain a
RESPONSE EQUIPI\,IENT INSPECTION LOC_CONIiNUEd
[Use section 1.3.2 of the response plan as a checklist]
Pt. I12, APP. F
description of facility drills/exercises Ac-
cording to 40 CFR ll2.?l(c), the facility
o*."."o, operator shall develop a program of
facility .e.po.te drills/exercises, including
evaluaiion procedures. Following the PREP
suidelines (see Appendix E to this part sec'
Iion t3. l'or availability) would satisfy a fa-
cility's requirements for drills/exercises
undJr this part. Alternately' under S I l2 2l (c) '
a facility owner or operator may develop-a
prograrl that is not based on the PREP
guidelines. Such a program is subject to ap-
iroval bv the Regi;nat Administrator based
Ln the iescription of the program provided
in the resPonse Plan.
(B) The PREP Guidelines specify thal !lt9faciilty conduct internal and external drills/
exerci!es. The internal exercises include:
qualified individual notification drills, spill
rnanagement team tabletop exercises' equip-
ment deployment exercises, and unan-
nounced exercises. External exercises in-
clude Area Exercises. Credit for an Area or
Facility-specific Exercise will be given to
tne facilify for an actual response t9 a.d^is-
charge in ih" u."u if the plan was utilized. for
resp;nse to the discharge and the objectives
of ihe Exercise were met and were properly
evaluated, documented, and self-certified'
(C) Section 112.20(h)(8)(ii) requires the fa-
cility owner or operator to provide a descrip-
tion of the drill/exercise program to be car-
ried out under the response plan Qualified
lndividual Notification Drill and Spill Man-
agement Team Tabletop Drill logs-shall be
piovided in sections 1.8.2.1 and 1'8 2 2, respec-
ilvely. These logs may be included in the fa-
cility response plan or kept as an anl:x- to-
tlre faciliiy response plan See secl ion 1 3 3 ol
, this appe.dix for Equipment Deployment
L Drill Logs.
101
40 CFR Ch. I (7-l-05 Edilion)Pt. I12, ApP. f
1.8.2.1 Qualified Individual Notification Drill
Logs
Qualified Individual Notification Drill Log Changes to be ImPlemented:
Date:
Company:o".iiir"[r"ffi
Emergency Scenario:
Evaluation:
@tion,
1.8.2.2 Spitl Management Team Tabletop
Exercise Logs
Spill Management Team Tabletop Exercise
Log
Date:
Time Table for ImPlementation:
1.8.3 ResPonse Training
Section l\2.21(a) requires facility owners or
ooerators to develop programs for facility re-
"ro,rr. t.ri.i.g. Facility owners or operators
aie required b, Sll2.20(h)(8)(iii) to provide a
description of the response (raining program
ro be carried out undir the response plan A
facility's training program can be based on
the USCG'S Training Elements for Oil Spill
Response, to the extant applicable to.facility
ooeiations, or another response training pro-
giam acceptable lo the RA. The Lraining ele-
irents are'available from the USCC Office of
Response (G-MOR) at (202) 267-0518 or fax
(}Ozi 267-4055. Personnel response training
iogs and discharge prevention meeting logs
strilt te includedln sections 1.8.3.1 and 1 8 3 2
of the response plan respectively These logs
may be included in the facility response plan
or kept as an annex to the facility response
plan.
1.8.3.1 Personnel Response Training Logs
Company:o"riiir"itnaivil
Emergency Scenario:
Evaluation:
1.8.3.2 Discharge Prevention Meetings Logs
DISCHARCE PREVENTION MEETINC LOG
Date:
Prevention training/date and number of
hours
PERSONNEL RESPONSE TFAINING LOG
Response trainingfdate and number of
Attendees:
102
Environmentol Proleclion AgencY
Subjecvissue identified
Pt. I12, APP. f
lmplementation date
1.9 Diagrams
The facility-specific response plan shall -in-
clude the foliowing diagrams. Additional dia-
grams that would aid in the development of
i"tpo.." plan sections may also be included'
(l) The Site Plan Diagram shall, as appro-
priate, include and identifY:
(A) the entire facility to scale;
ig) above and below ground bulk oil stor-
ase tanks;
(C)"the contents and capaci(ies of bulk oil
storage tanks;
(D) the-contents and capacity of drum oil
storaSe areas;
(E) thJcontents and capacities of surface
impoundments;
(F) process buildings:
(G) transfer areas;
(H) secondary containment systems (loca-
tion and capacitY);
(I) structures where hazardous materials
are stored or handled, including mate-
rials stored and capacity of storage;
(J) location of communication and emer-
gency response equiPment;
(x) toiation of eleCtrical equipment which
contains oil; and
(L) for complexes only' the interface(s)
(i.e.. valve- or comPonent) between the
portion of the facility regulated by AiA
and the portion(s) regulated by other
Agencies. In most cases, this interface is
delined as the last valve inside secondary
containment before piping leaves the sec-
ondary containment area to connect to
the tiinsportation related portion of the
facility (i.e., the structure used or in-
tended to be used to transfer oil to or
from a vessel or pipeline). ln the absence
of secondary containment, this interface
is the valve manifold adjacent to the
tank nearest the transfer structure as de-
scribed above. The interface may be de-
fined differently at a specific facility if
agreed to by the RA and the appropriate
Federal official.
(2) The Site Drainage Plan Diagram shall, as
appropriate, include:
(A) major sanitary and storm sewers, man-
holes, and drains;
(B) weirs and shut-off valves;
(C) surface water receiving streams:
(D) fire fighting water sources;
(E) other utilitiesi
iF) ."tpo.t" personnel ingress and egress;
(G) response equipment transportation
routes; and
(H) direction of discharge flow from dis-
charge Points.
(3) The Sit! Evacuation Plan Diagram shall'
as apProPriate, include:
(A) side plan diagram with evacuation
route(s); and(B) location of evacuation regrouping
areas.
1.10 SecuritY
According to 40 CFR 112.7(g) facilities are
required to-maintain a certain level of secu-
rity, as appropriate. In this section, a de-
scription ofthe facility security shall be pro-
vided and include, as apProPriate:
(l) emergency cut-off locations (automatic
or manual valves);
(2) enclosures (e.g., fencing' etc.):
i3) grards and thFir duties, day and night;
(4) lighting:
(5) vilve and PumP locks; and
(6) pipeline connection caps.
The SPCC Plan contains similar informa-
tion. Duplicate information may be
photocopied and inserted in this section'
2.0 ResPonse Plan Cover Sheet
A three-page form has been developed to be
completed a;d submitted to the RA by own-
ers or operators who are required to prepare
and submit a facility-specific response plan'
The cover sheet (Attachment F-l) must ac-
company the response plan to provide the
Agency"with baslc information concerning
th"e fa;ility. This section will describe the
Response Flan Cover Sheet and provide in-
' structions for its completion.
2.1 General Information
Owner/Operator of Facility: lnter the name
oI the owner of the facility (if the owner is
the oDerator). Enter the operator of the fa-
cility if otheruise. If the owner/operator of
103
Pt. I12, ApP. F
the facility is a corporation, enter the name
of the facility's principal corporate execu-
tive. Enter as much of the name as will fit in
each section.
(l) Facility Namej Enter the proper name of
the facility.
(2) Faciiity Address: Enter the street ad-
dress. citv, State, and ziP code.
(3) Facility Phone Number: Enter the phone
number of the facility.
(4) Latitude and Longitude: Enter the facil-
ity latitude and longitude in degrees, min-
utes, and seconds.
(5) Dun and Bradstreet Number: Enter the
facility's Dun and Bradstreet number if
availa"ble (this information may be obtained
lrom oublic librarY resources).
(6) i\orth Amer"ican Industrial Classifica-
tion System (NAICS) Code: Enter the facili-
tv's NAICS code as determined by the Office
oiMr.ag.-e.t and Budget (this inlormation
may be obtained from public library re-
sources.)
(7) Largest Oil Storage Tank Capacity:,Enter
the capicity in GALLONS of the largest
abovegiound oil storage tank at the facility'
(8) fraximum Oil StorZge Capacity: Enter th,e
toial maximum capacity in GALLoNS of all
aboveground oil sforage tanks at the facil-
itv.
\g) Number of Oil Storage Tanfts; Enter the
number of all aboveground oil storage tanks
at the facility.
(lO) Worst ease Discharge Amount: Using in-
formation from the worksheets in Appendix
D. enter the amount of the worst case dis-
charge in GALLONS
(ll\ Facility Distance to Navigable Waters:
Mark the appropriate line for the nearest
distance beiween an opportunity for dis-
charge (i.e., oil storage tank, piping' or
flowline) and a navigable water.
2.2 Applicability of Substantial Harm Criteria
Using the flowchart provided in Attach-
ment a-I to Appendix C to this part, mark
the appropriate answer to each question Ex-
otanatloni of referenced terms can be found
in Appendix C to this part. If a comparable
formula to the ones described in Attachment
C-III to Appendix C to this part is used to
calculate the planning distance' documenta-
tion of the ,eiirbillty and analytical sound-
ness of the formula must be attached to the
response plan cover sheet.
2.3 Certification
Complete this block after all other ques-
tions have been answered.
3.0 AcronYms
ACP: Area Contingency Plan
ASTM: American Society of Testing Mate-
rials
bbls: Barrels
bpd: Barrels per DaY
40 CFR Ch. I (7-l-05 Edilion)
boh: Barrels Der Hour
CHRIS: Chemical Hazards Response Itllorma-
tion SYStem
CWA: Clean Water Act
DOI: Department of Interior
DOC: Department of Commerce
DOT: Department of TransPortation
EPA: Environmental Protection Agency
FEMA: Federal Emergency Management
Agency
FR: Federal Register
gal: Gallons
gpm: Gal lons Per Minute
HnZVe-f: Hazardous Materials
LEPC: Local Emergency Planning Com-
mittee
MMS: Minerals Management Service (part of
DOI)
NAICS: North American Industrial Classi-
fication SYstem
NCP: National Oil and Hazardous Substances
Pollution Contingency Plan
NOAA: National Oceanic and Atmospheric
Administration (Part of DOC)
NRC: National Response Center
NRT: National ResPonse Team
OPA: Oil Pollution Act of 1990
OSC: On-Scene Coordinator
PREP: National Preparedness for Response
Exercise Program
RA: Regional Administrator
RCRA: Resource Conservation and Recovery
Act
RRC: Regional ResPonse Centers
RRT: Regional ResPonse Team
RSPA: {esearch and Special Programs Ad-
ministration
SARA: Superfund Amendments and Reau-
thorization Act
SERC: State Emergency Response Commis-
sion
SDWA: Safe Drinking Water Act of 1986
SI: Surface ImPoundment
SPCC: Spill Pievention, Control, and Coun-
termeasures
USCG: United States Coast Guard
4.0 References
CONCAWE. 1982. Methodologies for Hazard
Analysis and Risk Assessment in the Petro-
leum- Refining and Storage Industry Pre-
pared by CONtAWE s Risk Assessment Ad-
hoc GrouP.
U.S. Department of Housing and Urban De-
velopmeni. 1987. Siting of -HUD A.ssisted
Projects Near Hazardous Facilities: Accept-
abl6 Separation Distances from Explosiv-e
and Flammable Hazards. Prepared by the Of-
fice of Environment and Energy' Environ-
mental Planning Division, Department of
Housing and Urban Development Wash-
ington, DC.
U.s. por. FEMA and u.S. EPA. Handbook
of Chemical Hazard Analysis Procedures'
U.S. DOT, FEMA and U.S. EPA. Technical
Guidance for Hazards Analysis: Emergency
104
Environmenlol Proteclion Agency
Planning for Extremely Hazardous Sub-
stances.
The National Response Team. 1987. Haz-
ardous Materials Emergency Planning
Guide. Washington, DC.
The National Response Team. 1990. Oil
Spill Contingency Planning, National Sta-
tus: A Report to the President. Washington,
DC. U.S. Covernment Printing Office.
Offshore Inspection and Enforcement Divi-
sion. 1988. Minerals Management Service,
Offshore Inspection Program: National Po-
tential Incident of Noncompliance (PINC)
List. Reston, VA.
ATTACHMENTS TO APPENDIX F
Attachment F-l-Response Plan Cover Sheet
This cover sheet will provide EPA with
basic information concerning the facility. It
must accompany a submitted facility re-
sponse plan. Explanations and detailed in-
structions can be found in Appendix F.
Please type or write legibly in blue or black
ink. Public reporting burden for the collec-
tion of this information is estimated to vary
from I hour to 270 hours per response in the
first year, with an average of 5 hours per re-
sponse. This estimate includes time for re-
viewing instructions, searching existing data
sources, gathering the data needed, and com
pleting and reviewing the collection of infor-
mation. Send comments regarding the bur-
den estimate of this information, including
suggestions for reducing this burden to:
Chief, Information Policy Branch, Mail Code:
PM-2822, U.S, Environmental Protection
Agency, Ariel Rios Building, 1200 Pennsyl-
vania Avenue, NW., Washington, DC 204601
and to the Office of lnformation and Regu-
latory Affairs, Office of Management and
Budget, Washington D.C. 20503.
GENERAL INFoRMATIoN
Owner/Operator of Facil ity:
Facility Namel
Facil ity Address (street or route):
City, State, and U.S. Zip Code:
Facility Phone No
Latitude (Degrees: North) :
degrees, minutes, seconds
Dun & Bradstreet Number: I
Largest Aboveground Oil Storage Tank Ca
pacity (Gallons):
I These numbers may be obtained from pub
lic library resources.
Pt. I12, App. F
Number of Aboveground Oil Storage Tanks:
Longitude (Degrees: West):
degrees, minutes, seconds
North American Industrial Classification
System (NAICS) Code:l
Maximum Oil Storage Capacity (Gallons): _
Worst Case Oil Discharge Amount (Gallons):
Facility Distance to Navigable Water. Mark
the appropriate line.
0-. % mile t/a-t/z mile _ Yz-l mile _ >1
mile _
APPLICABILITY oF SUBSTANTIAL HARM
CRITERIA
Does the facility transfer oil over-water2
to or from vessels and does the facility have
a total oil storage capacity greater than or
equal to 42,000 gallons?
Yes
NI^
-
Does the facility have a total oil storage
capacity greater than or equal to I million
gallons and, within any storage area, does
the facllity lack secondary containment
that is sufficiently large to contain the ca-
pacity of the largest aboveground oil storage
tank plus sufficient freeboard to allow for
precipitation?
W-c
No
Does the facility have a total oil storage
capacity greater than or equal to I million
gallons and is the facility located at a dis-
tance 2 (as calculated using the appropriate
formula in Appendix C or a comparable for-
mula) such that a discharge from the facility
could cause injury to fish and wildlife and
sensitive environments? 3
No
Does the facility have a total oil storage ca-
pacity greater than or equal to I million
2Explanations of the above-referenced
terms can be found in Appendix C to this
part. If a comparable formula to the ones
contained in Attachment C-III is used to es-
tablish the appropriate distance to fish and
wildlife and sensitive environments or public
drinking water intakes, documentation of
the reliability and analytical soundness of
the formula must be attached to this form.
3 For further description of fish and wildlife
and sensitive environments, see Appendices
I, II. and III to DOC/NOAA's "Guidance for
Facility and Vessel Response Plans: Fish and
Wildlife and Sensitive Environments" (see
Appendix E to this part, section 13, for avail-
ability) and the applicable ACP.
105
Yes
No
Pt. I 13
gallons and is the facility located at a dis-
tance 2 (as calculated using the appropriate
formula in Appendix C or a comparable for-
mula) such that a discharge from the facil-
ity would shut down a public drinking
water intake? 2
40 CFR Ch. I (7-l-05 Edition)
for small onshore oil storage facilities
with fixed capacity of 1,000 barrels or
less.
$ 1r3.2 Applicability.
This subpart applies to all onshore
oil storage facilities with fixed capac-
ity of 1,000 barrels or less' When a dis-
charge to the waters of the United
States occurs from such facilities and
when removal of said discharge is per-
formed by the United States Govern-
ment pursuant to the provisions of sub-
section 311(c)(l) of the Act, the liability
of the owner or operator and the facil-
ity will be limited to the amounts spec-
ified in S 113.4.
$ 113.3 Defrnitions.
As used in this subpart, the following
terms shall have the meanings indi-
cated below:(a) Aboveground storage facilitY
means a tank or other container, the
bottom of which is on a plane not more
than 6 inches below the surrounding
surface.
(b) Acr means the Federal Water Pol-
lution Control Act, as amended, 33
U.S.C. ll5l, er seg.
(c) Barrel means 42 United States gal-
Ions at 60 degrees Fahrenheit.
(d) Belowground storage facilitY
means a tank or other container lo-
cated other than as defined as "Above-
ground' ' .
(e) Discharge includes, but is not lim-
ited to any spilling, leaking, pumping,
pouring, emitting, emptying or dump-
ing.
(f) Onshore Oil Storage Facility means
any facility (excluding motor vehicles
and rolling stock) of any kind located
in, on, or under, anY land within the
United States, other than submerged
land.
(g) On-Scene Coordinator is the single
Federal representative designated pur-
suant to the National Oil and Haz-
ardous Substances Pollution Contin-
gency Plan and identified in approved
Regional Oil and Hazardous Substances
Pollution ContingencY Plans.
(h) Oil means oil of anY kind or in
any form, including but not limited to,
petroleum, fuel oil, sludge, oil refuse,
and oil mixed with wastes other than
dredged spoil.
106
Does the facility have a total oil storage
capacity greater than or equal to I million
gallons and has the facility experienced a re-
portable oil spill 2 in an amount greater than
or equal to 10,000 gallons within the last 5
years?
Yes
No
CERTIFICATION
I certify under penalty of law that I have
personally examined and am familiar with
the information submitted in this document'
and that based on my inquiry of those indi-
viduals responsible for obtaining informa-
tion, I believe that the submitted informa-
tion is true, accurate. and complete.
Signature:
Name (Please type or print):
Title:
Date:
[59 FR 34122, July 1, 1994; 59 FR 49006, Sept.
26, 1994, as amended at 65 FR 40816, June 30,
2000: 65 FR 43840, July 14, 2000; 66 FR 34561'
June 29, 2001; 67 FR 47152, July 17,2002|,
PART I I3-IIABIIITY LIMITS FORSMAtt ONSHORE STORAGE
FACILITIES
Subporl A-Oil Storoge Focilities
Sec.
ll3.l Purpose.
113.2 Applicability.
I13.3 Definitions.
113.4 Size classes and associated liability
limits for fixed onshore oil storage facili-
ties, 1,000 barrels or less capacity.
113.5 Exclusions.
113.6 Effect on other laws.
AurHoRtrY: Sec. 3ll(0(2), 86 Stat. 867 (33
u.s.c. 1251 (1972)).
souRcE: 38 FR 25440, Sept. 13, 1973, unless
otherwise noted.
Subport A{il Storoge Focilities
$1f3.1 Purpose.
This subpart establishes size classi-
fications and associated liability limits
o Williams Production RMT Co.
February 2006
Submittal I I .1.B.2
Dust Control at Williams Office Building Expansion
"All excavation work shall be conducted in a manner that preserves soil and
allows for the segregation of soil types in order to facilitate land reclamation
in the future. Measures shall be taken to prevent excessive soil erosion by
wind or water including the Best Management Practices as detailed in the
Stormwater Management Plan for the site. A11 excavated surfaces shall be
maintained with adequate moisture to reduce wind erosion."
1
PVCMI
Land Planning Division
1038 County Road 323
Rifle, CO 81650
Ph.970-625-5350
Fax970-625-4522
Email:
Project: Williams Production RMT Co.- Office Building Expansion
Submittal Item Number: 11.1.8.4 Noise Abatement
The existing and proposed office building will not have permanent equipment on-site
that would produce noise above the state decibel limits.
During construction the following criteria shall be applied:
Noise emanating from the site shall be required to meet the noise statutes as set forth by
the Colorado Revised Statutes 25-12-103 (5). Please see a copy of this section of the
C.R.S. attached.
The Colorado Revised Statutes require the following:
"Every activity to which this article is applicable shall be conducted in a manner so that
any noise produced is not objectionable due to intermittence, beat frequency, or
shrillness. Sound levels of noise radiating from a property line at a distance of twenty-
five feet or more therefrom in excess of the db(A) established for the following time
periods and zones shall constitute prima facie evidence that such noise is a public
nuisance:
Zone
Residential-
Commercial-
Light industrial
Industrial
7:00 a.m. to
next 7:00 p.m.
55 db (A)
60 db (A)"10 db (A)
B0 db (A)
7:00 p.m. to
next 7:00 a.m.
s0 db (A)
5s db (A)
65 db (A)
75 db (A) "
The applicant will meet the requirements set forth by state law.
This project has been scheduled to operate during normal working hours of 7:30 a.m. to
5:00 p.m. Monday through Saturday. Saturday work will be restricted to an "as needed"
basis to make up for weather delays or to accelerate the schedule for the benefit of the
project and surrounding community.
direcway.com
Page I of5
Please contact me with any questions.
Sincerely,
Philip B. Vaughan
President
PVCMI
Page 2 of 5
Colorado Revised Statutes- Current as of 2118106
25-12-103. Maximum permissible noise levels.
(1) Every activity to which this article is applicable shall be conducted in a manner so
that any noise produced is not objectionable due to intermittence, beat frequency, or
shrillness. Sound levels of noise radiating from a property line at a distance of twenty-
five feet or more therefrom in excess of the db(A) established for the following time
periods and zones shall constitute prima facie evidence that such noise is a public
nuisance:
Zone
Residential
Commercial
Light industrial
Industrial-
7 : 00 a.m. to
next 7:00 p.m.
ss db (A)
60 db (A)
7O db(A)
B0 db (A)
7:00 p.m. to
next 7 :00 a.m.
50 db (A)
ss db (A)
6s db (A)
75 db (A)
(2) In the hours between 7:00 a.m. and the next 7:00 p.m., the noise levels permitted
in subsection (l) of this section may be increased by ten db(A) for a period of not to
exceed fifteen minutes in any one-hour period.
(3) Periodic, impulsive, or shrill noises shall be considered a public nuisance when
such noises are at a sound level of five db(A) less than those listed in subsection (l) of
this section.
( ) This article is not intended to apply to the operation of aircraft or to other
activities which are subject to federal law with respect to noise control.
(5) Construction projects shall be subject to the maximum permissible noise levels
specified for industrial zones for the period within which construction is to be completed
pursuant to any applicable construction permit issued by proper authority or, if no time
limitation is imposed, for a reasonable period of time for completion of project.
(6) All railroad rights-of-way shall be considered as industrial zones for the purposes
of this article, and the operation of trains shall be subject to the maximum permissible
noise levels specified for such zone.
(7) This article is not applicable to the use of property for purposes of conducting
speed or endurance events involving motor or other vehicles, but such exception is
effective only during the specific period of time within which such use of the property is
authorized by the political subdivision or governmental agency having lawful jurisdiction
to authorize such use.
(8) For the purposes of this article, measurements with sound level meters shall be
made when the wind velocity at the time and place of such measurement is not more than
five miles per hour.
Page 3 of5
(9) In all sound level measurements, consideration shall be given to the effect of the
ambient noise level created by the encompassing noise of the environment from all
sources at the time and place of such sound level measurement.
(10) This article is not applicable to the use of property for the purpose of
manufacturing, maintaining, or grooming machine-made snow. This subsection 1iO; sn*t
not be construed to preempt or limit the authority of any political subdivision having
jurisdiction to regulate noise abatement.
(11) This article is not applicable to the use of property by this state, any political
subdivision of this state, or any other entity not organized for profit, including, but not
limited to, nonprofit corporations, or any of their lessees, licensees, or permittees, for the
purpose of promoting, producing, or holding cultural, entertainment, athletic, or patriotic
events, including, but not limited to, concerts, music festivals, and fireworks displays.
This subsection (11) shall not be construed to preempt or limit the authority of any
political subdivision having jurisdiction to regulate noise abatement.
(12) (a) Notwithstanding subsection (1) of this section, the public utilities commission
may determine, while reviewing utility applications for certif,rcates of public convenience
and necessity for electric transmission facilities, whether projected noise levels for
electric transmission facilities are reasonable. Such determination shall take into account
concerns raised by participants in the commission proceeding and the alternatives
available to a utility to meet the need for electric transmission facilities. When applying,
the utility shall provide notice of its application to all municipalities and counties where
the proposed electric transmission facilities will be located. The public utilities
commission shall afford the public an opportunity to participate in all proceedings in
which permissible noise levels are established according to the "Public Utilities Law",
articles 1 to 7 0f title 40, c.R.s.
(b) Because of the statewide need for reliable electric service and the public benefit
provided by electric transmission facilities, notwithstanding any other provision of law,
no municipality or county may adopt an ordinance or resolution setting noise standards
for electric transmission facilities that are more restrictive than this subsection (12). The
owner or operator of an electric transmission facility shall not be liable in a civil action
based upon noise emitted by electric transmission facilities that comply with this
subsection (12).
(c) For the purposes of this section:
(I) "Electric transmission facility" means a power line or other facility that transmits
electrical current and operates at a voltage level greater than or equal to 44 kilovolts.
(II) "Rights-of-way for electric transmission facilities" means all property rights and
interests obtained by the owner or operator of an electric transmission facility for the
purpose of constructing, maintaining, or operating the electric transmission facility.
Page 4 of 5
Source: L.7lz p. 648, $ l. C.R.S. 1963: g 66-35-3. L.822 (10) added, p. 424, g t,
effective March ll. L.87: (ll) added, p. 1154, g l, effective May 20.L.20042 (12)
added, p.736, $ 2, effective July 1.
Cross references: For the legislative declaration contained in the 2OO4 act enacting
subsection (12), see section 1 of chapter 219, Session Laws of Colorado 2004.
ANNOTATION
Am. Jur.2d. See 61C Am. Jur.2d, Pollution Control, S 1533.
Residential development of property is not precluded when noise emanating onto
property exceeds limits set forth in this section. Einarsen v. City of Wheat Ridge, 43 Colo. App.
232,604 P.2d 691 (1979).
Trier of fact to determine mode to use in measuring noise. Davis v. lzaak Walton League
of America, 717 P.2d 984 (Colo. App. 1985).
Applied in City of Lakewood v. DeRoos, 631 P.2d 1140 (Coto. App. 1981).
Page 5 of5
PVCMI
Land Planning Division
1038 County Road 323
Rifle, CO 81650
Ph.970-62s-s3s0
Fax 970-625-4522
Email : pvcm@direcway.com
Project: Williams Production RMT Co.- Office Expansion
Submittal Item Number: 11.1.8.5 Glare Abatement
l. The largest contributor to glare at an office building is the exterior lighting.
We have prepared an Electrical Site Plan ES-l and a Footcandle Analysis ES-2, including
light fixture cut sheets. These are attached in tab 4- Project Drawings.
This footcandle analysis notes that light will not extend beyond the property lines of
Parcel 4, the subject property and please note that the light fixtures are all "cut-off' type
fixtures that effective reflect light downwards versus outwards.
The exterior lighting of the office building is shown on plan as being controlled by a time
clock and photoelectric cell. The exterior lighting is being provided as per the
International Building Code 2003 for egress and for safety within the parking lot.
2. The next largest contributor to glare at an office building is screening of the building
and the parking lot to minimize shining vehicle lights directly onto adjacent properties.
We have prepared a Landscape Plan LP-2 that identifies plantings that will be placed at
the North and South side of the property to screen the adjacent properties to the North
and the South.
The only vehicle light interaction with the residential property to the West will be from
vehicles turning out of the existing and proposed access to County Road #215.
The existing access onto County Road #215, as shown in Tab 2a- Site Pictures "Taken
from Main Entrance of Existing Williams Office Building towards the West" shows
existing plantings at the West of County Road #215 that provide a landscape buffer
between the residential neighbor and the proposed office building expansion.
The proposed access onto County Road #215, as shown in Tab 2a- Site Pictures "Taken
from within Williams Property towards Adjacent Neighbor Driveway" shows existing
plantings and buildings to the West of County Road #215 that provide a screen/landscape
buffer between the residential neighbor and the proposed office building expansion.
Page I of2
We feel that our selection of exterior light fixtures and our landscaping plan address the
abatement of glare emanating from the site.
Please contact me with any questions.
Sincerely,
6N*-q\*"t*-Philip B". Vaughan
President
PVCMI
Page2 of2
PVCMI
Land Planning Division
1038 County Road 323
Rifle, CO 81650
Ph.970-625-5350
Fax970-625-4522
Email:
Project: Williams Production RMT Co.- Office Building Expansion
Submittal Item Number: 11.1.C Impacts on Wildlife
Colorado Division of Wildlife-
We have attempted to make contact with Officer J.T. Romatzke with the CDOW
regarding our office building expansion but have not been able to as ofyet.
Over the last year, Dave Cesark- Principal Environmental Specialist for Williams
Production RMT Co. has been meeting with J.T. Romatzke to review the Wildlife
Enhancement projects, Operation Game Thief and wildlife corridor issues that Williams
Production RMT Co. has been addressing.
Additionally, Williams Production RMT Co. has been coordinating with Officer
Romatzke in regards to the Parachute Creek Gas Plant Phase 2 and Phase 3 expansion
and have complied with Officer Romatzke's recommendations.
Williams Production RMT Co. is "Partners in the Field" with the Colorado Division of
Wildlife and has provided Williams Production RMT Co. owned lands and training
facilities for a Youth Mule Deer Hunt held in Fall 2004 and a Ladies Turkey Hunt held in
Spring 2005.
Williams Production RMT Co. has also donated funds to Wildlife for the Future and the
Mesa Land Trust over the past years to protect wildlife habitat and big game migration
corridors
Williams Production RMT Co. contracted with Dr. Kirk Beattie of Rifle for a 5 year mule
deer study to assess impacts of natural gas development upon the mule deer population.
Dr. Beattie is currently in the 4'h year of the study and according to the latest report there
has been "no significant difference in deer density" between the test and control area and
"Qualitative observations suggest that mule deer are attracted to forage on reclaimed well
pads."
Page I of2
Williams Production RMT Co. is spearheading a natural gas industry coalition of
Northwest Colorado operators in conjunction with the U'S' Bureau of Land Management'
Colorado Division of Wildlife and the U.S. Fish and Wildlife Service to develop a
Wildlife Protection Plan with the goal of having this plan adopted by area producers'
The first coalition meeting was held in Meeker, CO within the last quarter and there is
currently a working draft plan that is being reviewed by the coalition partners'
All of the efforts noted above that have been put forth by Williams Production RMT Co'
have been voluntary and not required by governmental agencies.
The 1,333 acre parcel owned by williams Production RMT Co. enables williams
Production RMT Co. to partnei with the colorado Division of wildlife to make
enhancements for wildlife.
please also find attached an article regarding Williams Production RMT Co., Principal
Environmental Specialist, Dave Cesark's efforts in cooperation with the Colorado
Division of Wildlife. Dave Cesark and CDOW have worked together to produce a
Wildlife Enhancement plan on neighboring Williams Production RMT Co. property that
will aid in protection of riparian areas, redirce overgrazing, removing noxious weeds and
will improve habitat for mule deer, native wild turkey and rainbow and brown trout'
Williams production RMT Co. has been coordinating with the CDow in regards to
operation Gamethief by doubling the reward given to citizens who identify wildlife
poachers.
The office building expansion will likely have little to no impact on existing wildlife in
the area as there is an existing office building on-site and operations will not change
significantly.
Existing fencing will remain on-site with the exception of the removal of the chain link
fencinpfat the west side of the parcel at county Road #215. This existing fencing at the
West property boundary will be removed as noted on plan page SP-l "Overall Site Plan"
attached in tab 4-Project Drawings.
Please contact me with any questions.
Sincerely,
R\"
Philip B.
President
PVCMI
g"N^"\--
Page 2 of 2
Williams works to turn ProduclnE
propenty into productive wildlife hahltat
When Dave Cesark envisions the
1,400 acres of land Williams owns
and develops for natural gas in the
Parachute Creek ValleY of western
Colorado, he sees hundreds of
mule deer, thriving alfalfa fields
and pristine creeks.
The principal environmental sPe-
cialist for Exploration & Production's
office in Parachute is leading a proj-
ect not just to Protect the lands
where we operate some 20 natural
gas wells, but to enhance the ProP-
erty for wildlife's sake.
'We want to turn this Place into a
mecca for wildlifel' Dave says of the
Williams-owned acreage. "lt will be
rewarding down the road to see
how it develoPs and imProves over
the years and how the wildlife PoP-
ulation continues to grow and thrive
on the propertY. That's when we'll
be able to look back and feel like
we've accomPlished somethingi'
Working closely with Colorado's
Division of Wildlife, Williams start-
ed what Dave calls the Wildlife
Habitat Enhancement Plan for the
property about a Year ago' When
Williams acquired the land in
2001, it had been overgrazed bY
cattle and was in need of work to
get it in shape to suPPort a mix of
wildlite ranging from native wild
turkey and mule deer to rainbow
and brown trout.
With the help of a ProPertY manag-
er possessing expertise in wildlife
biology and range management,
the project began with a Year's
worth of work that included taking
wildlife inventories, producing accu-
rate maps of the area, recording
wildlife observations and consider-
ing potential management options.
What lies ahead is a list of Priori-
ties to imProve the land over the
next five years. Plans include
implementing a livestock grazing
management Program, installing
fencing to protect the riParian
area, removing noxious weeds,
seeding to improve alfalfa growth,
planting an acre's worth of cotton-
wood trees and equiPPing existing
Dave Cesark stands in front of a
beaver pond on Williams-owned
property in Parachute Creek Valley
ivh6re he's leading a Wildlife Habitat
Enhancement Plan.
trees with wire wraPPlngs to Pro-
tect them from beaver damage.
As an added benefit, the Division
of Wildlife plans to use the land as
a training ground for its Youth
hunting program beginning this
spring. The division also is in the
process of forming a formal Part-
nership with Williams to Provide
oversight on the Project.
As a communitY leader, Dave saYs
the companY recognizes the
importance of going above and
beyond the regulatorY require-
ments to be good environmental
stewards of the land. Not onlY is
Williams the largest taxPaYer and
employer in Garfield CountY, but it
also is committed to raising the
bar for Protecting our lands for
generations to come.
"lt's important not onlY to reclaim
the lands we use, but to make them
better than theY were before," Dave
says.'This project is a Perfect
example of us trying to do just thatJ'
Mule deer congregate on Williams-owned land in the Parachute Creek Valley
of western col-ora-do. working closely with colorado's Division ol wildlife.
Williams began a Wildlife Habitat Enhancement Plan for the property about a
year ago to improve the mule deer population.
CDOW Needs Your lfetp to Stop
Poaching of Wildlife
wiilm.
jREWARD POT of $4,000
The Colorado Division of Wildlife is ashing for help with recent big samepoaching incidents that have occurred atrons Rio Blanco County Road 5 in the
Piceauee Creek Basin a!'ea loeated between Rifle and Meeker" Sometime around
October 9 -trO, 2005, severatr deer and elk were shot and left to waste on pnivate
lands directly off of Rio Blanco County Road 5. The CDOW is asking for you.
help to solve this wildlife poaching investigation.
If anyone has any information regarding these big game poaching incidents,
please call the Meeker CDOW Office at97}-878-6090 or call the Operation
Game Thief hotline toll-free at L-877-COLO-OGT (l-577 -2656-648J.
The CDOW's Operation Game Thief program in cooperation with Williams
Energy is offering a total pot of S4,000 to be split between anyone that provides
key information which leads to arrest(s) or citation(s) being issued for ttris big
Clme poaching incident. Colorado's Operation Game Thief (OGT) program
Vays cash rewards to people that provide information about witdlife violations.
Callers may remain anonymous and do not have to testify in court. Please help
stop poaching because colorado's wildrife belongs to you!
€t:l:' f,E'f,Ei,G
==f
=
PVCMI
Land Planning Division
1038 County Road 323
Rifle, CO 81650
Ph.970-625-5350
Fax 970-625-4522
Email : pvcm@direcway.com
Project: Williams Production RMT Co.- Office Building Expansion
Submittal Item Number: 11.1.D Impacts of Truck and Automobile Traflic
Garfield County Road & Bridge Department-
I met Jake Mall on December 30, 2005 at 1058 County Road 215 Parachute, Colorado.
Ann Bowers with Ann Bowers & Associates LLC, our traffic consultant, has spoken with
Assistant County Engineer Jeff Nelson regarding traffic and existing and proposed access
points.
There is an existing Garfield County Access permit for the existing access from County
Road 215 into the office building. Jake Mall at our on-site meeting recommended that
we add stop signs at the existing offices access, proposed office access and cul-de-sac
access onto County Road 215. We agree with the stop sign recommendation and have
included this detail in our drawings in Tab 4- Project Drawings, drawing Cl of C5 at the
three accesses onto County Road 215.
The attached plan SP-l Overall Site Plan included in tab 4-Project Drawings, notes the
existing access and the striping and asphalt layout on County Road 215.
We are proposing a new access onto County Road 215 near the Southwest corner of the
Williams Production RMT Co. property.
Please find attached an Auxiliary Turn Lane Assessment dated February 2006 prepared
by Ann Bowers & Associates, Inc. This report was requested by Jeff Nelson- Assistant
County Engineer and Marvin Stephens- Garfield County Road and Bridge.
The traffic counts were manually collected from 5:30 a.m. on January 17,2006 to 5:30
a.m. on January 18,2006 and from 5:30 a.m. on January 19,2006 to 5:30 a.m. on January
20,2006.
The report summarizes on Page 7 indicating "Based on the projected trip generation for
the Williams RMT Office Building and the auxiliary lane requirements from the CDOT
Access Code detailed above, no auxiliary turn lanes are required on CR 215 for the
proposed use and access. This applies to both the existing conditions and Year 2026
conditions. If the back parcel re-develops in the future, the need for auxiliary lanes
should be evaluated at that time."
Page 1 of2
In conclusion, we feel that our request for the additional access point from County Road
215 is appropriate and is supported by the Ann Bowers & Associates, Inc. Auxiliary Tum
Lane Assessment dated February 2006.
Please contact me with any questions.
Sincerely,
SE*etq-"vPhilip B) Vaughan
President
PVCMI
Page 2 of 2
WILLIAMS PRODUGTION RMT
OFFICE BUILDING
1058 Gounty Road 215
Parachute, Golorado
Auxiliary Turn Lane Assessment
February 2006
Ann Bowers &
Associates LLc
TRANSPORTATION
CONSULTANTS
WILLIAMS PRODUCTION RINT COINPANY
Auxiliary Turn Lane Assessment for Access to County Road 215
Parachute, Colorado
February 2006
Prepared for:
Williams Production RMT Company
1058 County Road 215
PO Box 370
Parachute, Golorado 8'1635
(970) 285-e377
Prepared by:
Ann Bowers & Associates, lnc.
300 South Jackson St, Suite 100
Denver, Colorado 80209
(303) 756-8332
4S2WtlliamsOffice
ff,1,,#,p
i ibtft' : tr
i"J{:...'.".1#p.i'........'-.1\
,{sroi'rl\*
I. INTRODUCTION
Project Overview
This Auxiliary Turn Lane Assessment addresses the trip generation, directional distribution, site-
assignment of trips, and recommendations for auxiliary turn lanes associated with the proposed
Williams Production RMT Company's Offlce Building in Parachute, Colorado. Per my discussion
with Mr. Jeff Nelson, Garfield County Engineer, this analysis was conducted in accordance with the
Colorado Department of Transportation Region lll's guidelines for auxiliary turn lanes.
Description of Site
The Wllliams Production RMT Company is cunently located at 1058 County Road 215 in
Parachute, Colorado- The site is comprised of two parcels. On the back or east parcel is the
Brady Construction warehouse/maintenance shop and some modular office buildings. Currently,
most of the Williams RMT employees park their vehicles on the back parcel. The front parcel
houses the 4,300 square-foot office building with some parking.
The proposed plan is to construct an additional 23,552 square feet of office building on the front
parcel. The modular offlce buildings on the back parcelwill be removed and the employees
cunently housed in those modular units will be moved to the new office building. Access from the
back parcelto the new building will not be available so that those employees that are currently
parking on the back parcelwill now park in the new parking lot. ln addition, the Brady Construction
company will be moving off of this site. The move is expected to occur prior to the new Williams
RMT office building is completed. There will be minimaltraffic utilizing the existing cul-de-sac once
the office building is completed and the Brady Construction company relocates. The site location
is shown on Figure 1.
Access
Existing access consists of two full-movement access points. The most northerly access extends
in an easterly direction and provides access to the Brady Construction and the modular office
buildings on the back parcel. The second access provides access to the existing office building
and parking lot. One additionalfull- movement access is proposed. This access will be located
almost at the southern property line and will provide access to the existing building, the new
buitding, and the new parking lot. This additional access is necessary to provide good circulation
to the office building and to the parking lot. The existing access to the office building will provide
access to some parking but the majority of parking is located south and east of the proposed
building. The additional access will provide for vehicles to enter and exit the site without having to
travel in front of the existing and new building. A copy of the site plan is shown on Figure 2.
II. EXISTING CONDITIONS
Existing Transportation Network
The primary roadway system within the study area consists of County Road (CR) 215. ln this
vicinity, CR 215 is a two-lane roadway. Just south of the site, the roadway is a four-lane roadway.
There are no auxiliary tum lanes at the two existing access drives.
For purposes of this study, the Colorado Department of Transportation (CDOT) Access Category
Classification of Rural Highway, Category R-B was utilized. The R-B category is appropriate for
use on highways that have the capacity for moderate to high travel speeds and moderate traffic
volumes-
Existing Traffic Volumes
Traffic volumes on CR 215 and the existing ac@ss points were manually collected for a two day
period. The counts were taken from 5:30 am on January 17 ,2006 to 5:30 am on January 18,
2006. Counts were also collected from 5:30 am on January 19, 2006 to 5:30 am on January 20,
2006. The average daily, AM Peak Hour, and PM Peak Hour volumes are shown on Figure 3.
Sight Distance
Sight distance does not appear to be an issue along this section of CR 215. Several digital
pictures of the roadway in both directions as well as at the access points indicate that more than
adequate sight distance is available for both the vehicles on CR 215 as well as the vehicles exiting
the access points.
3
I!I. FUTURE TRAFFIG CONDITIONS WITHOUT PROPOSED DEVELOPMENT
The Garfield County Engineer requested analysis of the existing and 2Gyear future traffic
conditions. Background traffic is that traffic that is unrelated to the projec{ traffic and takes into
account general growth in the county. Background traffic projections for the Year 2026 were
obtained by applying a 4o/o afifiual increase to the traffic volumes on CR 215. These numbers
were rounded to the nearest five vehicles. The Year 2026 Background traffic volumes are shown
on Figure 4.
4
IV. PROPOSED PROJECT TRAFFIC
Trip Generation
Traffic generation characteristics compiled by the lnstitute of Transportation Engineers (lTE) were
utilized to estimate the average daily traffic (ADT), AM peak hour, and PM peak hour vehicle trips
for the site. The Land Use of General Office Building was utilized. Cunently, the Williams RMT
office employs 50 employees at this site. The new office building will not result in the addition of
employees to this site. Rather, the existing employees will be relocated from the modular office
buildings to the new office building.
The following table identifies the daily, AM Peak Hour, and PM Peak Hour traffic for a S0-employee
office building.
As is shown in the table, the site is expected to generate approximately 166 daily trips, 24 AM
Peak Hour trips, and 23 PM Peak Hour trips.
EMP = Employees
Trip Distribution
The overall directional distribution of the site-generated traffic was determined based on existing
traffic counts, the location of the site, and the surrounding roadway system. lt was determined
that during the AM Peak Hour, approximately 95-percent of the site.generated traffic is generated
from south of the site with the remaining S-percent from the north. During the PM Peak Hour,
approximately 75-percent arrive from the south with the remaining 2S-percent from the north.
Project Trip Assignment
Traffic assignment is how the generated and distributed trips are expected to be loaded on the
roadway network. The site-generated trip assignments are shown on Figure 5.
TABLE 1 . TRIP GENERATION SUMIIiARY
ITE
CODE LANDUSE
TRIP GENERATION RATES
24
HOUR
AM PEAK HOUR PM PEAK HOUR
ENTER EXIT TOTAL ENTER EXIT TOTAL
7'lO General Office Building 3.32 oA2 0.06 0.48 0.08 0.38 0.46
ITE
CODE LAND USE SIZE
TOTAL TRIPS GENERATED
24
HOUR
AM PEAK HOUR PM PEAK HOUR
ENTER EXIT TOTAL ENTER EXIT TOTAL
71O General Ofiice Building 50 EMP 166 21 3 24 4 19 23
5
V. FUTURE TRAFFIC FORECASTS W|TH THE PROPOSED DEVELOPMENT
The sitegenerated traffic was added to the background traffic projections to develop total traffic
projections. These projections are shown in Figures 6 and 7.
6
Vl. Auxiliary Turn Lane Requirements
The determination for acceleration/deceleration lanes on CR 215 is based on the Colorado
Department of Transportation State Highway Access Code. For purposes of this study, CR 215
was classified as an R-B, Rural Highway. The posted speed limit in the vicinity of the project is 35
MPH. Auxiliary lane requirements are as follows.
(a) A left turn deceleration lane with taper and additional storage length is required for any ac@ss
with a projected peak hour left ingress tuming volume greater than 10 vph. The taper length shall
be included within the required deceleration length.
(b) A righttum deceleration lane with taper is required for any access with a projected peak hour
right ingress turning volume greater than 25 vph. The taper length shall be included within the
required deceleration length.
(c) A right-turn acceleration lane with taper is required for any access with a projected peak hour
right turning volume greater than 50 vph when the posted speed on the highway is 45 mph or
greater and the highway has only one lane for through trafiic in the direction of the right turn. A
right turn acceleration lane is not required on multi-lane highways of this category. The taper
length will be included within the required acceleration length.
(d) A left-tum acceleration lane may be required if it would be a benefit to the safety and operation
of the roadway or as determined by subsection 3.5. A left tum acceleration lane is generally not
required where. the posted speed is less than 45 mph, or the intersection is signalized, or the
acceleration lane would interfere with the left turn ingress movements to any other access.
Based on the projected trip generation for the Williams RMT Office Building and the auxiliary lane
requirements from the CDOT Access Code detailed above, no auxiliary turn lanes are required on
CR 215 for the proposed use and access. This applies to both the existing conditions and Year
2026 conditions. lf the back parcel re-develops in the future, the need for auxiliary lanes should be
evaluated at that time.
VII. CONCLUSIONS' REGOMMENDATIONS
This Auxiliary Turn Lane Assessment addressed the trip generation, directional distribution, site'
assignment of trips, and recommendations for auxiliary turn lanes associated with the proposed
Williams RMT Office Building in Parachute, Colorado.
Based on the CDOT Access Code, the projected kip generation and directional distribution, neither
the existing nor the proposed access drives require the construction of acceleration or deceleration
lanes on CR 215.
The volume of traffic projected to utilize the access drives during the peak hours is very low. ln
addition, the highest volume generator at the cul{e-sac access - Brady Construction - will be
relocating to a different site. No additionaltraffic is expected to be generated by the new office
building as the building will house employees already on site.
The additional access drive on the south side of the new building is recommended for good
vehicular circulation. This access will provide direct access to the new employee parking lot.
Without this additional access, all vehicles would have to travel in front of the existing office
building. There is little room for vehicle stacking and more conflict points at this access than the
access to the south.
Despite the change from a four-lane cross section to a two-lane cross section on CR 215 in this
vicinity, it is not anticipated that the proposed plan and additional access point will negatively
impact the operation or safety of vehicles on CR 215 or vehicles entering and exiting the site. The
low votume of traffic on CR 215 in this vicinity, the existing speed limit, and the existing and
proposed traffic from this proposed office building will not impede operations on CR 215. The
proposed office building addition will not generate additionaltraffic as no new employees are
proposed. ln fact, traffic volumes are projected to decrease with the relocation of the Brady
Construction operation. lf the back parcel re-develops in the future, the need for auxiliary lanes
should be evaluated at that time.
B
Figure 1
Site Location
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Site Plan
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Figure 3
EXISTING TRAFFIC VOLUMES
AM / PM Peak Hour
(2,000): Average DailY
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Figure 4
YEAR 2026
BACKGROUND TRAFFIC VOLUMES
AM / PM Peak Hour
trt
lr)ol(.) (v
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(2,000): Average DailY
t- $r1
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Figure 5
SITE GENERATED TRAFFIC VOLUMES
AM, PM Peak Hour
lorc!
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Figure 6
YEAR 2006
TOTAL TRAFFIC VOLUMES
AM, PM Peak Hour
tP
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tP
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Figure 7
YEAR 2026
TOTALTRAFFIC VOLUMES
AM / PM Peak Hour
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Appendix A - Traffic Gounts
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Wliams Prodrction RMT Co.
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PASSENGER VEHIGLES, PICKUPS' Si'\TS' ETC.
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1 1THROT'GH rsl 4 17 14
sE JOB NO. 24126
10-2G2005
williamsof ftceBuildingTraff iccount2006
NAME
Wliams Production RMT Co-
Ofnce BuiHing
PASSENGER VEHICLES, PICKUPS' SI'\fS, ETC.
DATE-.-
sE JOB NO- 24126
10-2G2005
\Mlliamsof nceBuildingTraf ficcount2o06
NAME_-_---_..-Wlliams Production RMT Co'
Offtce Buibing
PASSENGER VEHICLES, PICKIJPS, SU\TS' ETC
DATE
sE JOB NO.24126
10-2G"2005
wil liamsOmceBuildi n gTraffi cCount2006