HomeMy WebLinkAboutStorm Water Management Plan 10.19.2017Storm Water Management Plan
For
Site Grading
At
16704 U.S. Highway 82
Garfield County, Colorado
PREPARED FOR:
Roaring Fork Ranch LLC
Fort Myers, FL 33908
PREPARED BY:
High Country Engineering, Inc.
1517 Blake Avenue, Suite 101
Glenwood Springs, CO 81601
(970) 945-8676
October 19, 2017
Revised November 15, 2017
HCE JOB NUMBER: 2171040.00
TABLE OF CONTENTS
SECTION PAGE
I. Site Description
3
H. Construction Sequence
3
III. Proposed Area of Disturbance 3
TV. Description of Soils 3
V. Description of Existing Vegetation
4
VI. Potential Sources of Pollution
4
VII. Allowable Non-Storm Water Discharges
4
VIII. Receiving Waters 4
IV. Best Management Practices (BMP's)
4
X. Material Handling and Spill Prevention 5
XI. Final Stabilization
6
XII. Inspection and Maintenance 6
XIIL. Retention of Records
6
Appendix A:
Appendix B:
Appendix C:
Appendix D:
Appendix E
Vicinity Map
Erosion Control Details
SWMP Log
Site Map and Disturbance Map
Permit Application
Page 2
1. Site Description
Roaring Fork Ranch is located at 16704 U.S. Highway 82, which is located approximately
between Carbondale and El Jebel, within unincorporated Garfield County. The site is situatcd
within Section 32, Township 7 South, Range 87, West ofthe 6th Principal Meridian. A Vicinity
Map has been included in Appendix A. Proposed construction activities within the site are to
include; site grading and installation of irrigation culverts.
II. Construction Sectuence
Implementation of this Stormwater Management Plan will begin at the start of construction
and be maintained as needed until final stabilization is achieved. The anticipated start of
construction is anticipated to begin during the autumn of 2017. Construction will consist of
multiple phases:
1. Clearing and grubbing the site to remove organics should commence during the
autumn 2017.
2. Grading of the proposed landscape berms and installation of irrigation culverts
should commence in during the autumn 2017 and work in progress for 10 years
based on market demand until 2027
3. Landscaping will be completed as market demand allows for completion of the
berms.
The site should be stabilized by 2027.
III. Proposed Area of Disturbance
The overall area of the property is approximately 69.5 acres. The estimated total area of the
site to be disturbed by clearing, excavation, grading and other construction activities is 8.4
acres. A Site Map has been included in Appendix D.
IV. Description of Soils
According to the "Soil Survey of Aspen -Gypsum Area, Colorado" published by the United
States Department of Agriculture Soil Conservation Service in cooperation with the
Colorado Agricultural Experiment Station, the soil type within the site is Atencio—Azeltine
complex. This hydrologic group B soil is described as deep and well drained. The soil is
formed in alluvium derived dominantly from sandstone and shale. Permeability is moderate,
and water capacity is low. Runoff is slow and the hazard of erosion is slight.
Page 3
V. Description of Existing Vegetation
The site is currently developed with buildings and equestrian facilities. The majority of the
property currently consists of native grasses, shrubs and trees. The estimated percentage of
existing ground vegetation coverage of the site is approximately 60 -percent.
VI. Potential Sources of Pollution
Potential pollution sources during construction include equipment refueling and maintenance,
grading operations.
VII. Allowable Non -Storm 'Vater Discharges
No non -storm water discharges are proposed.
VIII. Receiving, Waters
The immediate receiving water of storm water runoff from for the site is the Roaring Fork
River, which is situated approximately 1,000 feet south of the site. The Roaring Fork River
continues for approximately 16 -miles, to the northwest eventually discharging into the
Colorado River at Glenwood Springs.
The storm water management sequence will include the installation of Best Management
Practices (BMP' s), including silt control fence as perimeter sediment control, straw erosion
logs, and straw bale check dams, or other BMP's within drainage ways as necessary.
Once the initial BMP's are in place site grading will begin. Stabilization ofthe soil will
begin after each construction activity is completed, as reasonably as possible, including
seeding, landscaping, and necessary erosion control measures. The stabilization methods
are further discussed below.
IV. Best Management Practices (BMWs)
The following describes the site management practices that will be implemented on the
construction site. These BMP's will be used
are located in Appendix B as necessary to minimize erosion and sediment
discharge. Details of commonly installed BMP's
• During clearing and grubbing, excavation and grading construction activities silt control
fences will be installed parallel to the toe of banks and at the low side of all cuts. Check
dams (staked straw bales and straw logs) will be placed in the flow line ofthe drainage
paths, as necessary.
• During rough grading erosion control blankets or vegetation will be placed on slopes of
2:1 or greater as shown on the grading plan.
Page 4
• Final re -vegetation and landscaping commence and all necessary seeding for final re-veg
will be installed and BMP's will be maintained until permanent vegetation has taken
hold.
It is anticipated that these BMP's will be sufficient to minimize sediment discharge into the
river, however additional BMP's may be used if necessary. Appendix B includes details of the
commonly used BMP's mentioned above.
Sediment and mud shall be prevented from leaving the construction site by installing a vehicle
tracking pad. The contractor is responsible for cleaning and general upkeep of existing roads
used for access.
Major soil disturbances will be seeded and mulched within seven (7) days after final grade is
reached or if areas have been exposed and inactive for more than forty five (45) days. In the
interim condition, water trucks should be utilized onsite for the duration of the construction
period to minimize fugitive dust.
Good housekeeping BMPs should be followed throughout the entire life of the project. These
include the following:
•
Refuse receptacles should he regularly emptied and equipped with lids,
• Keeping machinery in good operating condition to prevent leakage, and
• Apply appropriate (not excessive) amounts of fertilizer to the landscaping
• Scheduled maintenance of BMPs according to the State of Colorado Rules and
Regulations
Other housekeeping practices should include general site cleanliness and proper training of
employees.
X. Material Handling and Spill Prevention
In the event that chemicals, fuels or other materials are stored on site the materials should
be stored and handled in covered areas to prevent contact with stormwater, and chemicals
should be stored within berms or secondary containment devices to prevent leaks and spills
from entering stormwater runof. Cleaning and fueling of machinery should be done during
dry weather, if possible. Washing of trucks and other equipment into the irrigation ditches
is prohibited. Spills or accidents�ehlibepmme� immediately
CnloradotDepart� De epartment of Health,
P Administrator
and depending on the nature ospill
Garfield County, and other agencies may need to be notified.
Page 5
XI. Final Stabilization
Once grading activities are completed, final stabilization of the disturbed areas will occur in
accordance with applicable Federal, State and County standards. When the site is
determined to have reached the final stabilization stage, straw bales and other perimeter
sedimentation control fences can be removed.
XII. Inspection and Maintenance
A thorough inspection and maintenance of the storm water management system is required
every 14 days and after any precipitation or snowmelt event that causes surface runoff. The
permit will describe the inspection procedures to follow. As part of the inspection, a logbook
must be kept. The following information should be included in the logbook.
• Records of any spills, leaks, or overflows, including time, date and weather condition,
• Implementation of specific items in SWMP,
• Events involving materials handling and storage,
• Contacts with regulatory agencies
• Maintenance and repair of storm water management controls,
• Preventive maintenance activities,
• Inspection activities and
• Dated photographs.
XIII. Retention of Records
The permitee shall retain a copy of the Storm Water Management Plan required by this permit
at the construction site from the date of project initiation to the date of final stabilization.
The permitee shall retain copies of the Storm Water Management Plan and all reports required
by the permit and records of all data used to complete this application for a period of at least
three years from the date of final stabilization.
Page 6
APPENDIX A
HIGH COUNTRY ENGINEERING, INC.
14INVERNESS
PHONE 1308 8260644FFAXS 9f62W847 CO801
1917 BLAKPHONE B7O GAt081801
5.887" FAX 1 70) O4452ELIS
wwW.}FCINo.COM
HUNTER CREEK GROUP
GARFIELD COUNTY, CO
ROARING FORK RANCH
SITE GRADING
VICINITY MAP
DRAWN BY:
HCE
CHECKED BY:
TJS
DATE:
10-19-17
SCALE:
El Je
1" = 2000'
PROJECT No:
2171040.00
PAGE:
FILE:
J:IsosEPR07/217/ 1040/DWt3/SWMP/vn;N!T MOP. DWG
APPENDIX B
EXACT LOCATION OF SEDIMENT
FENCE TO SE STAKED IN THE FIELD
BY THE CONTRACTOR AND APPROVED
BY THE ENGINEER PRIOR TO
CONSTRUCTION.
5 FEET
SECURE TOP EDGE OF
FILTER CLOTH TO FENCE
WIRE FENCE
FILTER CLOTH
POST
FENCE -�
BURY TRAILING EDGE OF
FILTER CLOTH IN TRENCH
A MINIMUM OF 6".
POST FILTER CLOTH
10' (APPROX.) ��
V
MATERIALS FOR IL FENCE
SHALL OF
STANDARD WOVENIVE STOCK WIRE, AM! MINIMUM OFT 36"
IN HEIGHT, A MINIMUM OF 14 -GAGE WIRE, WITH A
MAXIMUM MESH SPACING OF 6 POSTS SHALL BE EITHER
WOOD OR STEEL, MINIMUM LENGTH OF 5'.
SEDIMENT CONTROL FENCE
N.T.S.
HIGH COUNTRY ENGINEERING, INC.
141NVERNPHONE (303) 028-054 FFAX (3 3) B7CO 801 12
647
1617 BLAKE H A NE 370) 349.3676 FAX (B70) 3416243LENWOOD 5 CO 81801
P
wW W.666Ha:CON
HUNTER CREEK GROUP
GARFIELD COUNTY, CO
ROARING FORK RANCH
SITE GRADING
EROSION CONTROL DETAILS
DRAWN EY: SCALE:
HCE
CHECKED BY: PROJECT No.
TJS 2171040.00
DATE: PAGE:
10-19-17 1
N/A
FILE: SWMP-DET 1 .DWG
Wood Posts ONLY
(Rebar & Steel Posts
are Prohibited)
Binding Wire or Twine
Staked and Entrenched
Straw or Hay Bale
Compacted Soil to
Prevent Piping
Sediment Laiden Runoff
` II
Filtered Runoff
� II
�I ISI
\/\j\/\// /,�
\r\\i\\/\ %\ /X /\l/ . //
Definition
A temporary sediment barrier consisting of a row of entrenched and anchored straw bales.
Oftwisinnom
\/\/\,/\/
Proposes
1. To intercept and detain small amounts of sediment from distrubed areas of limited extend
in order to reduce sediment in runoff leaving the site.
2. To reduce the velocity of sheet flows from hillslope areas.
STRAW BALE BARRIER
1 1/2" — 3 ROCK
1/2" — 3/4" FILTER LAYER
VEHICLE TRAC
HIGH COUNTRY ENGINEERING, INC.
141NVERNPHONE (303) 92S -SS DRIVE EAST,
4 FAX (303)8284847, CO 80112
1517 BLAPHONEWO 948-0876 FAX 19700019448--2585 CO 81601
WWwHc8H6.00H
N.T.S.
< I N G !V A T
HUNTER CREEK GROUP
GARF]ELD COUNTY, CO
ROARING FORK RANCH
SITE GRADING
EROSION CONTROL DETAILS
DRAWN 8Y:
HCE
CHECKED By:
TJS
DATE:
10.19.17
SCALE:
N/A
PROJECT Nfl:
2171040.00
PAGE
FILE:
s. SWMP-DET 2.0wG
2
BALES EMBEDDED
4" TO 6"
2"x2"x3' STAKES
ti
7///
TEMPORARY DROP INLET PROTECTION
N.T.S.
-- 1'
/%N•
DIMENSION AS REQUIRED TO
CONTAIN 110% OF VOLUME
OF STORED PETROLEUM
PRODUCTS
STORED PETROLEUM PRODUCTS
LINE THE STORAGE AREA WITH
A DOUBLE LAYER OF PLASTIC
SHEETING OR SIMILAR MATERIAL
* IF FUEL IS TO BE STORED ONSITE FOR CONSTRUCTION PURPOSES.
FUEL/OIL CONTAINME
N.T.S.
T AREA
HIGH COUNTRY ENGINEERING, INC.
14 INVERNESS DRIVE EAST, STE F•120, ENGLEWOOD, CO E0112
PHONE 1303] B2 -O044 FAX MOS) 0275-0S47
1617 ER -AHE AVENUE, STE 101, GLE NWOO D SPRINGS, CO B 1601
PHONE (070704S-0076 FAX 1970)94 -2500
WWw.HC6N0.00M
HUNTER CREEK GROUP
GARFIELD COUNTY, CO
ROARING FORK RANCH
SITE GRADING
EROSION CONTROL DETAILS
DRAWN BY:
HCE
SCALE:
N/A
CHECKED BY: PROJECT NO:
TJS 2171040.00
DATE: PAGE:
10.1917 3
FILE'
SWMP-DET 3.DWG
TYPICAL SWALE SECTION
N.T.S.
SIGN TO INDICATE THE
- LOCATION OF THE
AREATE WASHOUT
AREA
BERM AROUND
- 1'
PERIMETER
COMPACTED
EMBANKMENT
MATERIAL
-2' MIN.
1' MIN
6' x 6' MIN. OR AS REQUIRED
�--. TO CONTAIN WASTE
CONCRETE
CONCRETE WASHOUT AREA
N.T.S.
GROUND SURFACE
3:1 OR FLATTER SIDE
SLOPES
HIGH COUNTRY ENGINEERING, INC.
14INVERNESS
PHONE (30319254 4P ' CO 80112
FAX (309 9250 47
1517 BLAKE AVENUE,. STE 101, GLENW OOD SPRINGS, CO 81601
PHONE 1970) 9488870 FAX (070) 9 45. 26 8 8
WW W.HC EH6.COM
HUNTER CREEK GROUP
GARFIELD COUNTY, CO
ROARING FORK RANCH
SITE GRADING
EROSION CONTROL DETAILS
DRAWN BY:
HCE
SCALE:
CHECKED BY:
TJS
DATE:
10.19.17
N/A
PROJECT No:
2171040.00
PAGE:
4
FIS' SWMP-DET 4.DWG
APPENDIX C
STORM WATER MANAGEMENT PLAN LOG
Date
Person Action
Follow-up Needed
Date
Person
STORM WATER MANAGEMENT PLAN LOG
Action
Follow-up Needed
STORM WATER MANAGEMENT PLAN LOG
Date
Person 1 Action
L
Follow-up Needed
i
STORM WATER MANAGEMENT PLAN LOG
Date
Person
Action
Follow-up Needed
STORM WATER MANAGEMENT PLAN LOG
Date
Person
Action
Follow-up Needed
STORM WATER MANAGEMENT PLAN LOG
Date
Person Action
Follow-up Needed
1
APPENDIX D
____
L__.LEGEND
PROPOSED MAJOR CONTOUR ® VEHICLE TRACKING CONTROL
PROPOSED MINOR CONTOUR
Se STRAW BALE
-- — EXISTING MAJOR CONTOUR
— -- — — • EXISTING MINOR CONTOUR MATERIALS, EQUIPMENT, WASTE
SILT CONTROL FENCE
SCF
= = PROPOSED DISTURBANCE LIMITS
� w :
�_ _ _ __=7....---7--,____:-_-_,,,:---,____-_:::.,-_ --
Tom-` _— � --
..y��
_— 0,___'--F--,-- te- .L \ —
r Z 11` 1
NOTES:
1 , ..:�
7 �, ` � -.
�. FRORQSED IRRI ATIOaI CULVERT
. , ,fes
to
HIGHWAY r
82
.
PROPOSE 'R1CATION CULVERT_-�_I
j
c
1
`_______ I
1. GRADING ACTIVITIES SHALL BE CONDUCTED IN CONFORMANCE WITH APPLICABLE STATE AND COUNTY STANDARDS.
2. EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN CONFORMANCE WITH APPLICABLE STATE AND COUNTY STANDARDS.
3. FUGITIVE DUST CONTROL PLAN MEASURES SHALL BE INSTALLED AND MAINTAINED IN CONFORMANCE WITH APPLICABLE STATE AND COUNTY STANDARDS.
4. REFER TO THE GRADING PLAN FOR SURFACE RESTORATION REQUIREMENTS.
5. THIS STORM WATER MANAGEMENT SITE MAP IS TO BE USED IN CONJUNCTION WITH THE STORM WATER MANAGEMENT PLAN.
6. APPROXIMATE AREA OF PROJECT SITE: 69.5 ACRES
7. APPROXIMATE AREA OF SITE TO UNDERGO DISTURBANCE: 8.4 ACRES
8. APPROXIMATE AREA OF CUT: 0.0 ACRES
9. APPROXIMATE AREA OF FILL: 8.4 ACRES
�COuti HIGH COUNTRY ENGINEERING, INC.
HUNTER CREEK GROUP
GARFIELE COUNTY, CO
DRAWNHCE SCALE: 1" = 100'
1, Ar
1' •R'A1
14 INVERNESS DRIVE EAST, 9TE F 480, ENGLEWOOD, CO 80112
PHONE (3031925,0844 FAX (3031925,4647
ROARING FORK RANCH
CHECKED BY: PROJECT No:
TJS 2171040.00
t•H dE 1
1B17 BLAKE AVENl18,61'E 101, GI.ENW000 SPRINGS, CO 81601
.• - v pHgMH[GUM 9484;676 rAxG.0 [97p1 BA82g5S
SITE GRADING
ATE' PAGE:
1 O.19-17 EXHIBIT D-1
C1.s
Nessy\ W W W.HCENG.COM
SITE MAP
FILE:
J:/SDSKPROJ/217/ 104D/OW[3/SWMP/SrrE MAP.DWG
LEGEND
i.: - PROPOSED DISTURBANCE LIMITS
\
J ✓
{
11N, f,
7
NOTES:
1. GRADING ACTIVITIES SHALL BE CONDUCTED IN CONFORMANCE
COUNTY STANDARDS.
2. EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAIN
APPLICABLE STATE AND COUNTY STANDARDS.
3. FUGITIVE DUST CONTROL MEASURES SHALL BE CONDUCTED
STATE AND COUNTY STANDARDS.
4. REFER TO THE GRADING PLAN FOR SURFACE RESTORATION REQUIREMENTS.
5. PROPOSED EARTHWORK DISTURBANCE AREA IS 8.4 ACRES.
PROPOSED IRRIGATION --CULVERT
WITH APPLICABLE STATE AND
TAINED IN CONFORMANCE WITH
IN CONFORMANCE WITH APPLICABLE
HIGH COUNTRY ENGINEERING, INC.
141NVERNPHONE 33 02EAST60E44 FAX (3 3102160 47' CO 801 12
7
1817 BLAKEAVENUE,
07U 941580764 FAX ,CO 81601
019482 55
W W W.HCENaeoM
HUNTER CREEK GROUP
GARFIELD COUNTY. CO
ROARING FORK RANCH
SITE GRADING
DISTURBANCE MAP
DRAWN BY:
HCE
SCALE:
1" = 100'
CHECKED BY:
TJS
PROJECT No:
2171040.00
DATE:
10.19.17
PAGE:
EXHIBIT D-2
FILE:
J:/si ROJ /217/ 1040/ DW0/SW MP/oi5NReRNCE MRP.thVG
APPENDIX E
COLORADO
Department of Public
Health & Environment
Dedicated to protecting and improving the health and environment of the people of Colorado
ASSIGNED PERMIT NUMBER
Date Received / /
1\nl;1i un
Revised: 3-2016
STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES APPLICATION
COLORADO DISCHARGE PERMIT SYSTEM (CDPS)
PHOTO COPIES, FAXED COPIES, PDF COPIES OR EMAILS WILL NOT BE ACCEPTED.
For Applications submitted on paper - Please print or type. Original signatures are required.
All items must be completed accurately and in their entirety for the application to be deemed complete. Incomplete applications will not be processed
until all information is received which will ultimately delay the issuance of a permit. If more space is required to answer any question, please attach
additional sheets to the application form. Applications or signature pages for the application may be submitted by mail or hand delivered to:
Colorado Department of Public Health and Environment, 4300 Cherry Creek Drive South, WQCD-P-B2, Denver, CO 80246-1530
For Applications submitted electronically
Please note that you can ONLY complete the feedback form by downloading it to a PC or Mac/Apple computer and opening the Application with Adobe
Reader or a similar PDF reader. The form will NOT work with web browsers, Google preview, Mac preview software or on mobile devices using iOS or
Android operating systems.
If application is submitted electronically, processing of the application will begin at that time and not be delayed for receipt of the signed document.
Any additional information that you would like the Division to consider in developing the permit should be provided with the application. Examples
include effluent data and/or modeling and planned pollutant removal strategies.
Beginning July 1, 2016, invoices will be based on acres disturbed.
DO NOT PAY THE FEES NOW - Invoices will be sent after the receipt of the application.
Disturbed Acreage for this application (see page 4)
Li Less than 1 acre ($83 initial fee, $165 annual fee)
111 1-30 acres ($175 initial fee, $350 annual fee)
LI Greater than 30 acres ($270 initial fee, $540 annual fee)
PERMIT INFORMATION
Reason for Application: I-1 NEW CERT � RENEW CERT EXISTING CERT#
Applicant is: [1 Property Owner ✓ Contractor/Operator
A. CONTACT INFORMATION - *indicates required
* PERMITTED ORGANIZATION FORMAL NAME: Hughes Excavating Inc.
1) * PERMIT OPERATOR - the party that has operational control over day to day activities - may be the same as owner.
Responsible Person (Title):
Currently Held By (Person):
Telephone:
Organization:
Mailing Address-
City:
Excavator
FirstName: Travis
970-963-2004
Email Address:
Hughes Excavating Inc.
64 Cottonwood Lane
Carbondale
LastName:
Hughes
travishughes501@reagan.com
State: C'°
Zip Code: 81623
Per Regulation 61 : All reports required by permits, and other information requested by the Division shall be signed by the permittee or by a duly
authorized representative of that person. A person is a duly authorized representative only if:
(i) The authorization is made in writing by the permittee
(ii) The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or
activity such as the position of plant manager, operator of a well or a well field, superintendent, position of equivalent responsibility, or
an individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative
may thus be either a named individual or any individual occupying a named position); and
(iii) The written authorization is submitted to the Division
SW Construction Application for: Hughes Excavating Inc.
page 1 of 5
2) OWNER - party has ownership or long term lease of property - may be the same as the operator.
Same as 1) Permit Operator
Joseph Gebhardt
Responsible Person (Title):
Currently Held By (Person): FirstName: Joseph LastName: Gebhardt
Telephone:
Organization:
Mailing Address:
City:
970-456-5477 Email Address: jpg @huntercreekgroup.com
Roaring Fork Ranch, LLC
156088 Stella Del Mar
y State: Zip Code:
Fort Myers FL 33908
Per Regulation 61 : All reports required by permits, and other information requested by the Division shall be signed by the permittee or by a duly
authorized representative of that person. A person is a duly authorized representative only if:
i. The authorization is made in writing by the permittee.
ii. The authorization specifies either an individual ora position having responsibility for the overall operation of the regulated facility or
activity such as the position of plant manager, operator of a well or a well field, superintendent, position of equivalent responsibility, or an
individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus
be either a named individual or any individual occupying a named position); and
iii. The written authorization is submitted to the Division.
3) *SITE CONTACT local contact for questions relating to the facility & discharge authorized by this permit for the facility
✓I Same as 1) Permit Operator
Travis Hughes
Currently Held By (Person): FirstName: Travis LastName: Hughes
Telephone:
Organization:
Mailing Address:
City: Carbondale State: CO Zip Code: 81623
Responsible Person (Title):
970-963-2004
Email Address: travishughes501@reagan.com
Hughes Excavating Inc.
64 Cottonwood Lane
4) *BILLING CONTACT if different than the permittee.
rte' Same as 1) Permit Operator
Travis Hughes
Currently Held By (Person) FirstName: Travis
Telephone:
Organization:
Mailing Address:
City:
Responsible Person (Title):
970-963-2004
LastName:
Hughes
Email Address: travishughes501@reagan.com
Hughes Excavating Inc.
64 Cottonwood Lane
Carbondale
5) OTHER CONTACT TYPES (check below) Add pages if necessary:
Responsible Person (Title):
State: C'O Zip Code: 81623
Currently Held By (Person): FirstName: LastName:
Telephone: Email Address:
Organization:
Mailing Address:
City: State: Zip Code:
Environmental Contact 1 Consultant Li: Stormwater MS4 Responsible Person
Inspection Facility Contact U Compliance Contact Stormwater Authorized Representative
SW Construction Application for: Hughes Excavating Inc.
page 2 of 5
B) PERMITTED PROJECT/FACILITY INFORMATION
Roaring Fork Ranch, LLC
Project/Facility Name
Street Address or Cross Streets
16704 Highway 82
(e.g., Park St and 5 Ave; CR 21 and Hwy 10; 44 Ave and Clear Creek) ; A street name without an address, intersection, mile marker, or other
identifying information describing the location of the project is not adequate. For linear projects, the route of the project should be described as
best as possible using the starting point for the address and latitude and longitude - more clearly defined in the required map )
City: Carbondale
County: Garfield
Zip Code: 81623
Facility Latitude/Longitude - List the latitude and longitude of the excavation(s) resulting in the discharge(s). If the exact soil disturbing location(s)
are not known, list the latitude and longitude of the center point of the construction project. If using the center point, be sure to specify that it is
the center point of construction activity. The preferred method is GPS and Decimal Degrees.
Latitude 39 40730
Longitude
107 13907 (e.g., 39.70312°, 104.93348°)
Decimal Degrees (to 5 decimal places) Decimal Degrees (to 5 decimal places)
This information may be obtained from a variety of sources, including:
• Surveyors or engineers for the project should have, or be able to calculate, this information.
• U.S. Geological Survey topographical map(s), available at area map stores.
• Using a Global Positioning System (GPS) unit to obtain a direct reading.
• Google - enter address in search engine, select the map, right click on location, and select "what's here".
Note: the latitude/longitude required above is not the directional degrees, minutes, and seconds provided on a site legal description to define
property boundaries.
C) MAP (Attachment) If no map is submitted, the application cannot be submitted.
Map: Attach a map that indicates the site location and that CLEARLY shows the boundaries of the area that will be disturbed. A vicinity map Is not
adequate for this purpose,
D) LEGAL DESCRIPTION - only for Subdivisions
Legal description: If subdivided, provide the legal description below, or indicate that it is not applicable (do not supply Township/Range/Section
or metes and bounds description of site)
Subdivision(s): N/A Lot(s): N/A Block(s) N/A
OR ij Not applicable (site has not been subdivided)
E) AREA OF CONSTRUCTION SITE - SEE PAGE 1- WILL DETERMINE FEE
Provide both the total area of the construction site, and the area that will undergo disturbance, in acres.
8.4
Total area of project disturbance site (acres)
Note: aside from clearing, grading and excavation activities, disturbed areas also include areas receiving overburden (e.g., stockpiles), demolition areas, and areas
with heavy equipment/vehicle traffic and storage that disturb existing vegetative cover.
Part of Larger Common Plan of Development or Sale, (i.e., total, including all phases, filings, lots, and infrastructure not covered by this application)
F) NATURE OF CONSTRUCTION ACTIVITY
Check the appropriate box(es) or provide a brief description that indicates the general nature of the construction activities. (The full description of activities must be
included in the Stormwater Management Plan.)
Ti
Commercial Development
Residential Development
Highway and Transportation Development
Pipeline and Utilities (including natural gas, electricity, water, and communications)
Oil and Gas Exploration and Well Pad Development
�✓ I Non-structural and other development (i.e. parks, trails, stream realignment, bank stabilization, demolition, etc.)
SW Construction Application for: Hughes Excavating Inc.
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G) ANTICIPATED CONSTRUCTION SCHEDULE
Construction Start Date: Autumn, 2017
Final Stabilization Date: Autumn, 2027
• Construction Start Date - This is the day you expect to begin ground disturbing activities, including grubbing, stockpiling, excavating, demolition,
and grading activities.
• Final Stabilization Date - in terms of permit coverage, this is when the site is finally stabilized. This means that all ground surface disturbing
activities at the site have been completed, and all disturbed areas have been either built on, paved, or a uniform vegetative cover has been
established with an individual plant density of at least 70 percent of pre -disturbance levels. Permit coverage must be maintained until the site is
finally stabilized. Even if you are only doing one part of the project, the estimated final stabilization date must be for the overall project.
If permit coverage is still required once your part is completed, the permit certification may be transferred or reassigned to a new responsible
entity(s).
H) RECEIVING WATERS (If discharge is to a ditch or storm sewer, include the name of the ultimate receiving waters)
Immediate Receiving Water(s): Roaring Fork River
Ultimate Receiving Water(s): Colorado River
Identify the receiving water of the stormwater from your site. Receiving waters are any waters of the State of Colorado. This includes all water courses, even if they
are usually dry. If stormwater from the construction site enters a ditch or storm sewer system, identify that system and indicate the ultimate receiving water for the
ditch or storm sewer. Note: a stormwater discharge permit does not allow a discharge into a ditch or storm sewer system without the approval of the owner/
operator of that system.
SW Construction Application for: Hughes Excavating Inc.
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I) SIGNATURE PAGE
1. You may print and sign this document and mail the hard copy to the State along with required documents (address on page one).
2. Electronic Submission Signature
You may choose to submit your application electronically, along with required attachments. To do so, click the SUBMIT button below which will direct you, via
e-mail , to sign the document electronically using the DocuSign Electronic Signature process. Once complete, you will receive via e-mail, an electronically
stamped Adobe pdf of this application. Print the signature page from the electronically stamped pdf, sign it and mail it to the WQCD Permits Section to complete
the application process (address is on page one of the application).
• The Division encourages use of the electronic submission of the application and electronic signature. This method meets signature requirements as
required by the State of Colorado.
• The ink signed copy of the electronically stamped pdf signature page Is also required to meet Federal EPA Requirements.
• Processing of the application will begin with the receipt of the valid electronic signature.
�✓ STORMWATER MANAGEMENT PLAN CERTIFICATION
By checking this box "I certify under penalty of law that a complete Stormwater Management Plan, as described in Appendix B of this application, has been pre-
pared for my activity. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information,
the Stormwater Management Plan is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
falsely certifying the completion of said SWMP, including the possibility of fine and imprisonment for knowing violations."
"I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief, true, accurate and complete.
I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations."
"I understand that submittal of this application is for coverage under the State of Colorado General Permit for Stormwater Discharges Associated with Construction
Activity for the entirety of the construction site/project described and applied for, until such time as the application is amended or the certification is
transferred, inactivated, or expired." [Reg 61.4(1)(h)]
For Docusign
Electronic Signature
Ink Signature Date:
Signature of Legally Responsible Person or Authorized Agent (submission must include original signature)
Travis Hughes Excavator
Name (printed) Title
Signature: The applicant must be either the owner and operator of the construction site. Refer to Part B of the instructions for additional information.
The application must be signed by the applicant to be considered complete. In all cases, it shall be signed as follows:
(Regulation 61.4 (lei)
a) In the case of corporations, by the responsible corporate officer is responsible for the overall operation of the facility from which the discharge described in
the form originates
b) In the case of a partnership, by a general partner.
c) In the case of a sole proprietorship, by the proprietor.
d) In the case of a municipal, state, or other public facility, by either a principal executive officer, ranking elected official, (a principal executive officer has
responsibility for the overall operation of the facility from which the discharge originates).
3rd Party Preparer: If this form was prepared by an authorized agent on behalf of the Permittee, please complete the field below.
Preparer Name (printed)
Email Address
DO NOT INCLUDE A COPY OF THE STORMWATER MANAGEMENT PLAN
DO NOT INCLUDE PAYMENT—AN INVOICE WILL BE SENT AFTER THE CERTIFICATION IS ISSUED.
J:\SDSKPRO.P21711040\Deliverables\To Gebhardl\10-19-17\Draft Slate SWMP Permit App Pkg\Disturbance Map pdf
Attach Map
Attach File
Attach File
Attach File
Attach File
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