HomeMy WebLinkAbout07.0 PC Staff Report 04.10.1996RR I?QU EST:
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PC 4/10/96
PROJECT INFORMATION AND STAFF COMMENTS
An Amendment to Resolution No. 81-384, for a
Special Use Permit to allow for the permanent
access to State Highway 82 for the Blue Gravel Pit
APPI,ICA NT: Western Slope Aggregates
LOCATION: Located in portions of Section 25 and 26, T7S,
R88W of the 6th P.M.: more practically described
as a parcel north of State Highway 82, across for
the Ranch at Roaring Fork (The Blue Gravel Pit).
i[rE, DATA: A parcel of approximately 110 acres
WATIR: Existing adjudicated water rights
SEWER: Chemical Toilets / ISDS
EXISTING ZONING: A/R/RD
ADJACENT ZONING: A/R/RD, Ranch at Roaring Fork P/D, O/S
I_ RELATIONSHIP TO THE COMPREHENSIVE PLAN
The subject property is located in the Resource Extraction District of the Garfield
County Comprehensive Plan, Study Area I.
II. DESCRIPTION OF PROPOSAL
A. Site Description: The site, known as "The Blue Gravel Pit", has been operating
under a Special Use Permit (81-384) since 1981. The pit is located in the
southeaster portion of a working ranch operation. A vicinity map is attached
on page
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B.
Requested Amendment: Resolution 81-384 (attached on pages 7 1 )
included condition (#6), which restricted access to the pit via County Road 103
and 104. The applicants are requesting the addition of a permanent access
directly to State Highway 82, in addition to the existing access onto County
Roads 103 and 104. The new access road presently serves the ranch, but it will
be improved to a two lane road with hard surfaced eleven (11) foot wide tra el
lanes.. The State has approved an access permit for the road (see pgsq ' 11).
Subsequent to the development of the plans, the applicants modified the
Highway Access permit to include accel and decel lanes for both east and west
bound traffic. ( See permit pgs.lion A schematic showing the location and
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profile of the access road and the proposed improvements to Highway 82 was
also included in the application.
In 1993, by Resolution No. 93-051 the County approved the temporary use of
this access by the applicant to fulfill a contract with the Department of
Transportation. Access to the SH 82 site using the proposed route was from
June 1st, 1993 to November 1, 1993. A subsequent application to make the
access permanent was withdrawn after the Planning Commission recommended
denial due to a lack of specificity regarding the intersection with Highway 82 and
the proposed access road improvements.
111_ MAJOR ISSUES AND CONCERNS
1. Impact Statement: Section 5.03.07 requires the submittal of an impact statement
for all industrial uses within the County that require a Conditional or Special
Use Permit. Section 5.03.07 requires the following:
1. The impact statement must show that the use shall be designed and
operated in compliance with all applicable laws and regulations of the
County, State and Federal governments, and will not have an adverse
effect on:
A.) Existing lawful use of water through depletion or pollution of
surface runoff, stream flow or ground water;
B.) Use of adjacent land through generation of vapor, dust, smoke,
noise, glare or vibration, or other emanations;
C.) Wildlife and domestic animals through creation of hazardous
attractions, alteration of existing vegetation, blockade of
migration routes, use patterns or other disruptions;
2. Truck and automobile traffic to and from such uses shall not create
hazards or nuisances to areas elsewhere m the County;
3. Sufficient distances shall separate such use from abutting property which
might otherwise be damaged by operations of the proposed uses;
A copy of the impact study submitted with the application is attached on pages
2. Impacts on Adjacent Land: The impacts to adjacent lands by the amendment
to the haul route are two -fold: the impact of removing traffic from the current
CR 103/104 route; and the impact associated with the new haul route. Staff has
noted during previous hearings on this project, that the current route creates an
incompatible traffic mix between industrial, residential and school bus traffic on
County Roads 103 and 104. Additionally, the physical composition of the road
is not set up to handle the amount of heavy truck traffic, whi..bp:As resulted in
the need for some fairly significant road construction needs. The limited right-
of-way width on the 103/104 route has been a problem for the County since the
original permit was approved. The direct route proposed in 1 nendment will
reduce the amount of truck traffic on the existing County roads, resulting in a
significant reduction in the truck and automobile conflicts and road damage.
Residents from the Ranch at Roaring Fork are the most directly impacted
adjacent property owners due to the potential for additional noise and potential
conflicts with merging traffic. The applicants have proposed to mitigate the
some of the noise impacts by widening and paving the road. Also included in the
application is an analysis of the existing sound levels and an experts opinion that
the noise impacts will be very minimal (See report in application) Additionally,
the sound consultant has noted the nonuse of jake breaks coming into the
Highway 82 access point and down the hill, except in an emergency, will
eliminate the major source of noise. The use of this access for a temporary access
by the applicant provided an opportunity to assess the long-term impacts of this
access alternative. There were no complaints received by the County as a result
of this use, which was very heavy. The homeowners have testified that they did
not complain, beca use they understood that the access was needed for a one time
project.
An additional issue that came from the previous meeting on this issue is the
arrival of trucks before the pit opens. The idling of diesel trucks can result in
some unacceptable smell going off of the property. No trucks should be allowed
to arrive any earlier than the opening of the pit and sit idling on the deceleration
lane on the highway or the access road from the highway.
3. Traffic Impacts: At the Planning Commission meeting in February of 1995, the
lack of detail regarding the Highway 82 intersection improvements for accel and
decel lanes for the west bound lanes, that are not in place at this time. Included
in the application are engineered improvements for the accel and decel lanes
approved by the State Department of Transportation. The last application did
not have any specifics on the Highway 82 improvements, which resulted in a
number of questions that the Planning Commission felt were not answered in
sufficient detail. The applicant has provided revised plans to staff for the
additional accel lane for the eastbound traffic, which will be presented at the
meeting.
The removal of the majority of the truck traffic from CR 103 and 104, will also
help to reduce the conflicts at the Highway 82 and CR 103 intersection due to
combined acceleration and decel lane adjacent to Roaring Fork Sand and Gravel
pit. The new construction will create accel and decel lanes in the directions not
presently available, reducing the potential conflicts created by slowly
accelerating or decelerating trucks.
At a previous meeting on this issue, there was concern that the improved road
would result in a number of people using the new access as a "shortcut". Staff
suggests that access to the 103/104 access be gated during nonworking hours (7
a.m. to 5 p.m., daily). It is further suggested that the hauling hours be limited
to 7 a.rn. to 5 p.m. Monday thru Saturday, with no hauling allowed on Sunday.
4. Road and Bridge Department Comments: The County Road and Bridge
Supervisor submitted a letter supporting the proposed new access to Highway
82, based on the potential for reducing the amount of heavy truck traffic on the
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103/104 route and the need for a more immediate rebuilding of the roadways.
(See letter pgs. 13
IV. SUGGESTED FINDINGS
1. That the hearing before the Planning Commission was extensive and complete,
that all pertinent facts, matters and issues were submitted and that all interested
parties were heard at the hearing.
2. That the application is in compliance with the Garfield County Zoning
Resolution of 1978, as amended.
3. For the above stated and other reasons, the proposed use is in the best interest
of the health, safety, morals, convenience, order, prosperity and welfare of the
citizens of Garfield County.
V. RECOMMENDATION
Staff recommends APPROVAL of the amendment based on the following condition:
That all verbal and written representations made by the applicants in the application
and at the public hearing shall be considered conditions of approval unless specified
otherwise by the Board of County Commissioners.
Jake brakes will not be used, except in an emergency.
aulin hours for the Highway 82 access will be limited toa.m. to 5 p. lbfa y
, and the access to County Road 104 will be gated before and a ter those
hours. Additionally, no trucks will be allowed to stand idle on the highway or access
road prior to the opening of the gate to the pit.
NOTE: The applicant had requested that the hours be changed to 6:30 a.m. to 5:30
p.m., due to potential conflicts with clients showing up before the gates are opened.
Staff notes that regardless of the hours agreed established, that any condition of
approval needs to state that no trucks will be allowed to sit and idle outside the gate to
the pit prior to the opening of the gate. This should also apply to any vechicles sitting
on the proposed deceleration lane. The applicant needs to come up with a solution to
this problem, because it is a direct impact on the Ranch at Roaring Fork in terms of
smell from the diesel trucks.
All other conditions of approval contained in Resolution 81-384 must be complied with
by the applicant. Violation of these conditions could result in revocation of the existing
SUP.
At the last Planning Commission meeting, the Commission had added the following conditions:
That the application be subject to an annual review, with public notice as required by
the regulations in place at the time of the review, to determine compliance with the
conditions of approval. cLiet C'e 42-64 ,t) cA-6 -
ems— — ✓�c U���'US �I�c—z—� /2 d
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STAFF COMMENT: Prior to the amendment of the Zoning Resolution in 1993, the
regulations had provisions for an annual review. The present regulations have
provisions contained in Section 9.03.05, that state that any "Special Use Permits may
be made subject to a periodic review not less than every six (6) months if required by the
County Conunissioners." The purpose of the review can only be for determining the
compliance or noncompliance of the permittee, with conditions of approval. The Board
may determine that the applicant is in compliance with any conditions of approval, or
determine that the operations are not in compliance and either suspend the permit or
require the permittee to bring the operation into compliance. Additionally, the Board
must establish what type of notice will be required.
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,, r ATE OF COLORADO
County of Garrterd
ilia ) Fr.gm.1a1.), inn:Ong of the Board of County Commissioners for Garfield County, Colorado,
held at the Court Flouse In Glenwood Springs on rinxl.ci.a,Y , tlre..2.1.s t. day of
i)t'c, C1llt)t::.1 A. D. 191; i , there were present:
,j arty Ve 1.a sq u , Commissioner Chairman
Flaven J. Cerise , Commissioner
Eugene Dr1.nkhouse
Earl. G. nodes
Leanne Cleland, Deputy
when the following proceedings, among others were had and done, to -wit:
, Con rhlssioner
, County Attorney
, Clerk of the Board
RESOLUTION N0. 81-384
A RESOLUTION CONCERNED WITH THE APPROVAL OF A SPECIAL USE PERMIT APPLICATION BY
JEAN AND DEE BLUE AND UNLOCK AND SONS, INC.
WHEREAS, the Board of County Commissioners of Garfield County has received
an application from Jean and Dee Blue and Zemlock and Sons, Inc., for a special use
permit for extraction of natural resources; specifically, an open pit sand and gravel
mine, on tin:. following described tract of land:
The following described lands in Sections 25 and 36 T7S, RB8W of the
6th P.M. Those portions of lots 8, 9, 10, 15, and 16 Section 25 lying
in the SI of SZ of Section 25 and lots 2 and 3 in Section 36 excepting
any part of the above named lots in Sections 25 and 36 lying southerly of
the northerly ROW of State Highway 82 and excepting any part of the
above named lots in Section 25 lying within the parcel of land described
iri the Quit Claim Deed document number 288920, Book 516, Page 393.
Also, excepting that portion of lot 16- in Section 25 lying southerly
of the centerline of the Basin Ditch.
WHEREAS, pursuant to required public notice, the Board conducted a
public hearing on the 30th day of November, 1981, upon the question of whether the
above described special use permit should be granted or denied, at winch hearing the
public and interested persons were given the opportunity to express their opinions
regarding the issuance of said special use permit; and
WHEREAS, the Board on the basis of the evidence produced at the aforementioned
hearing, has made the following determinations of fact:
1. 'The proposed use is compatible with the uses existing and permitted in the district
in which it is to be located, provided that.certain hereinafter contained conditions
be complied with.
2. That neither the impact on traffic volume and safety or on utilities, or any other
impact of the special use will be injurious .to the established neighborhood or
zone district in which the special use is to be located provided that certain
hereinafter contained conditions be complied with.
NOW, THEREFORE, BE IT RESOLVED by the Commissioners of Garfield County,
that a special use permit be and hereby is authorized permitting the use of the above
described tract of land for extraction of natural resources; specifically, an open pit
sand and gravel uiine, upon the following specific conditions:
1, That the use of the tract of land comply with all present and future regulations
of Garfield County relating to extraction of natural resources in the zone district
in which the property is now or may later be located;
2. That; prior to the issuance of the authorized special use permit, the above
described tract of land shall be severed from any other tract of land upon which
there niay exist a principal use, unless such other such principal use has been
terminated at the time of the Issuance of the special use permit;
3. That mining area #5, as designated in the application, shall be entirely eliminated
from the approved project area, and no mirnirrg activity shall occur south of a
survey line, which line is described in Exhibit "A", which is attached hereto and
incorporated herein by reference. /
•c' !C C. ( -C
1 71
)36
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C) 1
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4. That water 11 be used as a dust suppressant in the pit area, and applied
in a frequency and manner sufficient to mitigate any adverse impact from
dust;
5. That the hours of extractive operations be limited from 7:00 a.in. to 5:00 p.m.
daily;
G. That access to the proposed project area from Highway 82 shall be by the
Crystal -Springs Road (County Road 103);
7, That the applicant shall make improvements to the Crystal Springs Road
(County Road 103) from its intersection with Colorado Highway 82 to its
intersection with Road 104, which improvements shall be laid for by the
applicant and shall be to the satisfaction of the Board of County Commis-
sioners upon the recommendation of the County Road Supervisor;
8. That the applicant- shall make improvements to the inter•section of Road 104
and County Road 103 to the satisfaction of the Board of County Commissioners
upon the recornrnendation of the County Road Supervisor;
9. That the access route for the project shall access directly onto Road 104
instead of through the adjoining sawil i, -property; and that the access
route shall be kept a minimumof f 12 feet away from the adjoining
property owners fence 1 ine;
10. That the applicant shall make improvements to Road 101 extending to the
pit. site to briny it in compliance with County Road Specifications;
specifically, that a 24 foot driving surface be created, that a chip •
-and seal neat surface be put in place and be adequately Ileaintained by
the applicant for the life of the project, as determined by the Board
of County Commissioners, upon the recommendation of the County Road
Supervisor.
BOARD Or COUNTY COMMISSIONERS
G ARF I EL.0 COUNTY, COLOkADO
L2Lti• ( .��Idl_.
Chairman
ATTEST:
De Lily Clerk of the Board
Upon motion duly made and seconded the foregoing Resolution was adopted by the following vote:
Larry Velasquez
Aye
Flaven 3. Ce rise
Aye
Euc)elle I)r inkIiouse
STATE OF COLORADO
County of Gat field
35
Aye
Commissioners
1, County Clerk and ex -officio Cletk of the Board of County Commissioners
In and for the County and State aforesaid do hereby certify that the annexed and foregoing Orrler 0 truly copied from the Records of
the Proceedings of the Board of County Commissioners for said Garfield County, now in my office.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said Comity, at Glenwood Springs,
Oat IN
of , A. 0. 19
County Clerk and ex -officio Clerk of the Board of County Commissioners.
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COLORADO DEPART•NT OF TRANSPORTATION! SH Ivo/MP/side: azN/oi9.7oa/r.sFr
STATE HIGHWAY ACCESS PER(�IT
Local Jurisdiction: G 3/32
Dist/Section/Patrol: 0 3 / 3 2 /16
DOT Permit No.: 396055
Permit r 0.
THEPERMiTTEE; Date of Feetransmittal: 03/2001/96
Jean M. & Dee Blue
0404 County Road 104
Carbondale, CO 81623
APPLICANT:
Western Slope Aggreg�t�'1.
P. O. Box 910 fa`�
0242 County Road 104 t ,` ....
Jean M. & Dee Blue Carbondale, CO 81623 r�,FMr k W ct-*f V
(970) 963-2653 (970) 963-2296
is hereby granted permission to construct and use an access to the state highway at the,J.gcation.noted bel
The access shall be constructed, maintained and used in accordance with the terms and conditions
including the State Highway;Access Code and listed attachments. This permit may be revoked by of theow
authority if at any time the permitted access and its use violate any of the terms and conditions of thispermit. is permit,.-.t:
of advance warning and construction signs, flashers, barricades and naggers issuing
construction within State right-of-way in conformance with the MANUAL ON UNIFORM TRAFFIC CONT use
DEVICES, Part VI. The issuing authority, the Department and their dulya ggers are required at all times during access
harmless against any action for personal injury or property damage sustained by reason of the exercise of RCL.
appointed agents and employees shall be held
LOCATION: the permit.
On the north side of State Highway 82, a distance of 3696 feet east from
Mile Post 14; 0242 County Road 1.04; Carbondale.
ACCESS TO PROVIDE SERVICE TO:
General Light Industrial_ (110 Acres)
OTHER TERMS AND CONDITIONS:
SEE ATTACIIEID SHEET (S) FOR TERMS AND CONDITIONS
MUNICIPALITY OR COUNTY APPROVAL
Required only when the appropriate local authority retains issuing authority.
By (X)
— Date Title
Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachment
herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45
initiation. The permitted access shall be completed in accordance with the terms and conditions of the per it prior toed
being used. The permittee shall notify Mike MOOT days from
with the Colorado Department of Transportation gaalt.-___ -- permit prior to
at (east 48 hours prior to commencing construction within the State Highwaright-of-way.
at
The person signing as the perrnittee must be the owner or legal representative of the
access and have full a hority to accept the pert 't and all it's terms and conditions.
n _
PERCENT
100.00 ,
Permittee (X)
This permit is not valid until signed by a duly authorized representative of the Department.
DEPARTMENT OF RA PORTAT ON, STATE OF COLORADO
s
By (X)
----------- Date
OPY DISTRIBUTION:
Required:
DIstricl (Original)
2. APPiicanl
3. Stall flow
-- Date
Mak, copies as noc .s 01
Local AillirrIly for r
MTCF. Pairnl Trafnr. Fnn4,n.,.
ate f issue)
Title --_Access—Coo
Udi nage—_-
Previous Editions are Obsolete and will not be used
CDOT Form #1p1
7/9)
1 •
DA'T'E: March 21., 1996
ACCESS PERMIT NUMBER 396055 - SHEET 2
ISSUED TO: Jean M. & Dee Blue
TERMS AND CONDITIONS
1. If there are any questions regarding this permit, please
contact Charles Dunn at (970) 248-7234.
2 The Permittee shall refer to all additional standard
requirements on the back of this permit and any enclosed
additional terms, conditions, exhibits and noted
attachments.
3. This permitted access is only for the use and purpose stated
in the Application and Permit.
4. 'Tie Permittee is responsible for obtaining any necessary
additional federal, state and/or City/County permits or
clearances required for construction of the access.
Approval of tlii.s access permit does not constitute
verification of this action by the Permittee.
5. The Permittee shall submit a survey plat, warranty deed and
legal description for all property to be dedicated to the
Department as new right-of-way.
6. The Permittee shall provide the Department a copy of the
recorded final plat.
7 Any work within State Highway right-of-way shall begin after
8:30 A.M. and all wor]c and equipment shall be off the
highway BEFORE 3:30 P.M. each day.
8. It is the responsib=ility of Lhe Permittee to prevent all
livestock from entering the State Highway right-of-way at
this access location. Any livestock that does enter the
highway right-of-way shall be the sole responsibility of the
Permittee.
9. A FULLY EXECUTED COMPLETE COPY OF THIS PERMIT MUST BE ON THE
JOB SI'Z'E WITH THE CONTRACTOR AT ALL TIMES DURING THE
CONSTRUCTION. FAILURE TO COMPLY WITH TIIIS OR ANY OTHER
CONSTRUCTION REQUIREMENT MAY RESULT IN TIIE IMMEDIA'T'E
SUSPENSION OF WORK BY ORDER OF TIIE DEPARTMENT INSPECTOR OR
THE ISSUING AUTHORITY.
10. A_ll materials, equipment, installation, on construct
d
design, including the auxiliary lane(s) and intersection
improvement(s) within the State Highway shall be in
accordance with the following Department; standard
references, as applicable:
a. Roadway Design Manual
b. Materials Manual
c. Construction Manual
d. Standard Specifications for Road and Bridge
Construction, latest edition
e. Colorado Standard Plans (M & S Standards)
f. Manual on Uniform Traffic Control Devices (M.U.T.C.D.)
for Streets and Highways and the Colorado Supplement thereto
g. A Policy on Geometric Design of Highways and Streets,
American Association of State Highway and Transportation
Officials (AASHTO) , latest edition
h. Institute of Transportation Engineer's Trip Generation
manual, latest edition
i. State Highway Access Code 2 CCR 601.-i
j. Roadside Design Guide
Some of the reference materials listed above (a through e)
may be purchased from:
Colorado Department of Transportation
Bid Plans Room
4201 East Arkansas Avenue
Denver, Colorado 80222-3400
/3 -*
DATE: March 21, 1996
ACCESS PERMIT NUMBER 396055 - SHEET 3
ISSUED TO: Jean M. & Dee Blue
TERMS AND CONDITIONS (CONT'D)
Telephone Number: (303) 757-9313
The Access Code may be purchased from:
The Public Record Corporation
1666 Lafayette Street
P.O. Box 18186
Denver, Colorado 80218
Telephone Number: (303) 832-8262
11. Survey markers or monuments must be preserved in their
original positions. NoLify the Department at (970) 248-7220
immediately upon damage to or discovery of any such markers
or monuments at the work site. Any survey markers or
monuments disturbed during the execution of this permit
shall be repaired and/or replaced immediately at the expense
of the Permittee.
12 Prior to starting construction or any work within the State
Highway right-of-way, the Permittee/contractor must provide
the following to the Department:
A. A construction traffic control plan prepared by
professional traffic engineer or an individual certified by
the American Traffic Safety Services Association (ATSSA),
using the latest edition of Manual on Uniform Traffic
Control Devices and other applicable standards. The plan
must be submitted a minimum of 72 hours in advance of
Construction.
B. A copy of the work and phasing schedule.
13. The Permittee, through a Colorado registered professional
engineer shall provide design, construction, pavement
striping and signing plans to the Department for approval 45
days prior to commencement of any work. Design plans must
include but not limited to layout of
chane
utility locations, present and proposededrrainage, lrnse,
and proposed right-of-waylines, traffic oo present
n (if
any), present and proposedtrafficcontroldeviCeSs, cross
sections on 50 foot intervals and clear zone analysis. (Par.
4.10.17, 2 CCR 601-1)
14. Upon completion of the work, the
Permittee/Contractor/Engineer shall submit an "As Built"
plan, showing in detail all construction changes,
modifications and revisions. All changes, modifications or
revisions' shall be stamped by a Colorado registered
professional engineer.
15. It shall be the responsibility of the Permittee to
ve
.the location of the existing utilities and notify all
utility owners or operators of any work that might involve
utilities within the State Highway right-of-way, Any work
necessary to protect existing permitted utilities, such as
an encasement will be the responsibility of the permittee.
Any damage or disruption to any utilities during the
construction shall be the Permi.ttee's.responsibility and
shall be repaired or replaced at no cost to the Department.
16. Any damage to any present highway facilities including
traffic control devices shall be repaired immediately at no
cost to the Department and prior to continuing other work.
Any mud or other material tracked or otherwise deposited on
the roadway shall be removed daily or as ordered by the
Department inspector.
17. Areas of roadway and/or right-of-wa
installation shall be restored to theiirsorigionalring this
conditions, to insure _proper strength, drainage and erosion
control.
...id/ G.
DATE: March 21, 1996
ACCESS PERMIT NUMBER 396055 - SHEET 4
ISSUED TO: Jean M. & Dee Blue
TERMS AND CONDITIONS (CONT' D )
18. Any incomplete construction activity on the State Highway
that must be left overnight, shall be barricaded and signed
in accordance with the Manual on Uniform Traffic Control
Devices and other applicable standards.
19. Operi cuts which are 6 inches in depth, within 30 feet of the
edge of the State Highway traveled way will not be left open
at night, on weekends, or on holidays.
20. No more than 6 feet of trench areas shall be opened at any
one time. Open trenches and other excavations within the
State Highway right-of-way shall be backfilled and/or paved
before 3:30 P.M. of each working day or be protected in
accordance with the M.U.T.C.D..
21. The area around the new work shall be well graded to drain,
top soiled, fertilized, mulched and re -seeded in accordance
with the Department standard specifications.
22. When it is necessary to remove any highway right-of-way
fence, the posts on either side of the access entrance shall
be securely braced with approved end posts and in
conformance with the Department's M-607-1 standard, before
the fence is cut, to prevent slacking of the remaining
fence. All posts and wire removed shall be returned to the
Department.
23. Highway widening for the right turn deceleration lane shall
be 12 feet wide and 485 long, including a 270 foot taper.
24. Highway widening for the right turn acceleration lane shall
be 12 feet wide and 960 feet long, including a 270 foot
taper.
25. A left turn lane shall be installed. The deceleration
portion shall be 16 feet wide and 485 feet long, including a
270 foot taper. Redirect tapers for through traffic shall
be at a 50 to 1 ratio.
26. The left turn acceleration lane shall. be 16 feet wide, with
an approximate total length of 960 feet. The components of
the lane will be a 690 foot acceleration length and a 270
foot taper.
27. All excavations for utility lines, culverts, trenches or
tunnels shall meet the requirements of the Occupational,
Safety and Health Administration (OSI -IA), Colorado Industrial
Commission, Colorado Division of Mines or the Colorado
Department of Transportation, whichever applies.
28. All work that requires traffic control shall be supervised
by a registered professional traffic engineer or by a
traffic control supervisor certified by the American Traffic
Safety Services Association (ATSSA) or the Colorado
Contractors Association (CCA). When flagging personnel are
required, they shall be certified by the contractor in
accordance with the Department standards.
29. Construction traffic control devices, when not in use, shall
be removed or turned away from traffic.
30. All temporary pavement striping shall be done by the
Permittee/contractor in conformance with section 627 of the
Department's standard specifications for Road and Bridge
Construction (latest edition).
/cf-
DATE: March 21, 1996
ACCESS PERMIT NUMBER 39605 - SHEET 5
ISSUED TO: Jean M. & Dee R"t#t1e
TERMS AND COjVDITI0NS (CONT' D)
31. All final signing and pavement striping shall be done by the
Per_mitLee or the contractor in conformance with the
Department's M & S standards and the M.U.T.C.D_, unless
otherwise agreed to by the Department and the Permittee. A
final signing and pavement striping plan shall be submitted
to the Region 3 Traffic Engineer a minimum of 45 working
days prior to commencement of work. No work shall begin
without prior approval and authorization from the
Department.
32. The roadway shoulder shall be widened to 4 feet along the
speed change lanes and surfaced with HBP in accordance with
the Department specifications. The shoulder widening along
through lanes shall be no less than 4 feet paved or match
existing and paved.
33. The access shall be constructed perpendicular to the travel
lanes of the State Highway for. a minimum distance of 50
feet, and shall slope down and away from the adjacent
pavement edge at a rate of 2a grade for a minimum of 20
feet. If curb and gutter are present, the slope shall be
calculated from pari line to pan line. Any revisions to this
requirement shall be subject to Department review and
approval prior to commencement of any work within the
highway right-of-way.
34. The access shall be completed in an expeditious and safe
manlier and shall be finished within 45 days from initiation
of construction within State highway right--of-way.
35. Pursuant to section 4.10.2 of the State Highway Access Code,
the access roadway shall not exceed a maximum grade of 10
percent within the highway right-of-way, as measured 50 feet
beyond the pavement edge and extending to the right-of-way
line. The access vertical grade shall be designed and
constructed .in conformance with the Department M & S
standard M-203-1..
36. The design of the horizontal and vertical sight distance
shall be no _less than the minimum requirements, as provided
in section 4.9 of the State highway Access Code, 2 CCR
601-1.
37. All required access improvements shall be installed prior to
the herein authorized use of this access.
38. The access shall be surfaced immediately upon completion of
earthwork construction and prior to use.
39. Compaction of Hot Bituminous Pavement shall be in accordance
with section 401.17 of the Department's standard
specifications. Compaction of the Aggregate Base Course
shall comply with section 304.06.
40. Compaction of subgrade, embankments and backfill shall be in
accordance to section 203.07 of the Department's standard
specifications with the test results sent to and approved by
the Department inspector.
41. Placement of base course materials shall be in accordance
with section 304.04 of the standard specifications.
Compaction shall be in conformance with AASIITO procedure
T-99.
42. The surfacing shall meet the Department's specifications
with the following material placed for final grade: 12
inches ABC, Class 1; 6 inches ABC, Class 6 and 4 inches of
/4
Western Slope Aggregate sPE IALJI .PEloll L.ryT3—r KitM.AN
AS;CESS - IMPACT REPOR'l'
This impact report is offered as a supplement to the previously submitted Special Use
Permit Application. The report responds to the subject and issues identified in Section
5.03.07 - Impact Report and Section 5.03.08 - Industrial Performance Standards.
INTRODUCTION
This site which is the subject of this report is presently occupied by a gravel mining arid
crushing operation which was permitted in 1981 (Garfield County Resolution No. 81-
384). This Special Use Permit Application requests a change in the access route to the
mining site. The operational plan has been brought up to date, but the remaining aspects
of the operation will remain consistent with the existing Special Use Permit. A more
detailed explanation of the proposed revisions and additions is included in the text
accompanying the permit application and will not be repeated here. This report intends to
describe any possible impacts of the operation and, where appropriate, to discuss
mitigation measures.
GOVERNING LAWS AND REGULA'T'IONS
The operations at the site falls under the jurisdiction of the Colorado Mined Land
Reclamation Board (I1/1LRB) and the Colorado Department of 1 lealth. The existing
MLRB Operations Permit for the site has been transfered into the name of Western Slope
Aggregates. The pit is presently in Operation under the provisions of Permit NO. M-81-
207, Revision No. SO -02.
The Air Pollution Control Division of the Colorado Department of Health Inas issued an
Emission Permit for the site, Permit No 83GA2331'.
StJR.UAS E/SUB-S_UREACE WATER
There are no active natural streams heading on /or running across the project area. The
Basin Ditch and a feeder ditch cross the project and irrigates lands within the project
boundary. The mining and relcamation plans incorporate provisions for maintaining
uninterrupted flows in these ditches.
PO. Box 910 • (drhonci,rlr', (;olor<r(lo 13162.3 • (970) 96.3-9424
•
APPLICATION
SPECIAL/CONDITIONAL USE PERMIT
Date: January 29, 1996
Applicant:
We6.tenn Seope Aggne.ga,te6, Ivie.
.--.1r,"7-71(710
710
¢Y{9l
A!
Pot. O66.i.ce. Box 910, Canbonda.ee, C'o?oitado 81623
Address of Applicant:
Special/Conditional Use:
Pe.ninanent Highway 82 Aeee66
Legal Description:
Paaee.e o6 Land Loca-ted -tn poittion6 o6 Sec .on 25 and 26, T7S,
R88W of .the 6th P.M. (See_ attached bon Legae de6cn,iption. )
Practical Description (location with respect to highways, county roads, and residences):
Panea L.oca-ted ju6t non,th o6 State H.t.gbiway 82, acn.o66 6/torn the Ranch ody Roan.ing
f onfz. (B.eae Gnave-L Vit.)
Requirements:
1. Plans and specifications for proposed use (flours of operation, number of vehicles/day,
location and size of structures, etc.).
2. Existing or proposed method ofsewage, source of disposal and water. Road access and
other information deemed necessary to explain proposed use.
3. A vicinity map drawn to scale depicting the subject property, location, and use of
building and structures on adjacent lots.
4. An impact statement on the proposed use where required by. Sections 5.03-5.03.12 of
Zoning Regulations.
5. A copy of Assessor's map showing properly; and a listing of all adjoining property
owners of said properly.
6. A base fee of $ 525.00 shall be charged for each application and shall be
submilled with the application, additional charges may be imposed if county review
costs exceed the base fee.
7. Attach a copy of proof of ownership for your property (deed, title insurance).
If public notice is required, notice provided by the Planning Department shall be sent out at least
fifteen (15) days prior to hearing by return -receipt mall to all the above noted adjoining property
owners. Mailing is •the applicant's responsibility and proof of !nailing must be presented at the
hearing. Additionally, the saulenolice shall be published one (1) time in the official County newspaper
at least fifteen (15) days prior to such hearing dale. Applicant shall bear the cost of publication and
be responsible for presenting the "Proof of Publication" at the hearing.
The above information is correct to the best of my knowledge.
WESTERN. SLOPE AGGREGATES, INC.
Applicant M. Roben-t:6, Pnei`de-r
Januany 29, 1996
Date
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2391-303-00-007
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2393-381-00-005
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Activated Air Audio Engineering
'A Sound Company.,
1005 Colorado Ave.
(Ionwoocl Springs, (O 131601
1-303-945-9873
Attantiart: Senn
Western Slope Aggregate, Inc.
Box 910
f_arbondal.e, Co_ 81623
3-05-96
w
N
Om
Post -it' Fax IN
4
Dear Shawn,
Concerning the noise measurements we conducted July & August of 1995 at the Ranch of Roaring
Pork,
It is our belief that the impact frorn additional truck traffic on the discussed Heiress from Hi-way82
will be negligible_ The State statue reyuir a least a 6 db increase over existing noise levels, ai
3uT1CC the DOSE noise measurement is Concerned with a 2.4 hour time period, we can not see how
the numbers could achieve that ova -all increase.
During the sun -tiller months sound does travel further. This was our time of testing, Iii -way 82
traffic with Tractor trailer trucks whizzing by at 60 mph did generate more incident noise than that
of a Wick taking ofd' from the stun.
Considc ing the Previous exposure of the tvsidettcc, the time of day
82, the repetition (uot constant ), and the type you propose to access 11i -way
that you will not vialatc the state noise abatement noise (wide band width }, all leads us to believe
For final proof we could measure the area again over a period of time while your trucks are
accessing the Hi --way on a cx:tnsistent basis. Compare the results of the measurements of traffic
noise levels we have previously rtecordcrl and submit the fundings, I1 would be an expense that 1
would not suggest.
I do nc?t like to generalize.. Plisse read the initial sound survey over again. That is more detailed
and our findings were just that, findings.
Sincerely.
Edward Ware
A. A. Audio Engineering
64101 ts.
ctivated Air Audio Engineering
"A Sound Company"
1005 Colorado Ave.
Glenwood Springs, CO 81601
1-303-945-9873
Western Slope Aggregate
0 Measurement of Sound Pressure Level ( SPL )
0 Determination of Leq for assessment of noise annoyance
(71 Measurement of cyclical noise and Max. and Min. noise levels
The above Testing was carried out at "I1ie Ranch of the Roaring Fork 7-06-94 thru 8-25-94. The use of a 13 & K
2230 Precision Integrating Sound Level Meter using IEC 651 Standard. Factory calibrated for noise measurement.
Taken at 3 location ( findings Loc. 1, Loc. 2, Loc. 3 )
En(nai ce
1 1
0210 Stage Coach
1
Li
Relay Station
Putting Green
Time of Day readings at 8:00 am - 10:00 ant, 1:00 pan - 3:30 pin, 3;30 - 6:30 In. for three locations.
Definition of Terms:
Sound Pressure Level -I,p ( in decibels of sound) = 20 tinges the logarithm to the base 10 of the ratio of the
particle velocity of the sound to the reference pressure. Unless otherwise specified, the reference pressure is
understood to be .0002 Nhn 2 ( 200a). Please see enclosed charts for reference of everyday incidence = db sound.
Leq = is the sound pressure level averaged over the measurement period. It can be considered as the continuous steady
sound pressure level which would have the same acoustic energy as the real fluctuating noise over the same period.
The measurement of Leq is based on the equal energy principle.
Lea,t ( SEL ) = Sound exposure level is the constant level which if maintained for n period of one (1) second would
have the same acoustic energy as the A -weighted measured noise event.
• •
page 2
Measurement of Sound Pressure Level ( SPL )
Determination of Leq for assessment of noise annoyance
Measurement of cyclical noise and Max. and Min. noise levels
Classifying Sound Fields.
A sound field is said to be a free field if it is uniform, free of boundaries, and undisturbed by other sources of
sound. In practice, it is a field in which the effects of the boundaries are negligible over the region of interest. The
flow of sound is in one direction only. Anechoic chambers and well above the ground outdoors are free fields.
Outdoor Acoustics. Is best explained by an Example.
If, for example, the ambient noise level measured 70 dba ( a not unreasonable readings outdoors ) and the maximum
Lp ( sound pressure level ) you could generate at 4 ft. was 110 Lp, how far could you reach before your signal was
submerged in noise.
110Lp-701..p=40db
20 log x / 4 = 40 db
x = 4 x 10 40/20 squared
x = 400 ft.
A simple vile of thumb dictates that when a change in -1- 10 d1 occurs, the higher level will be subjectively judged as
approximately twice as loud. While computing loudness is more complex than this the rule is useful in midrange
sounds.
The sound at 100 ft. is half as loud as that at 30 ft., although the amplitude of the vibration of the air particles is
roughly one-third. Similar, the sound at 30 ft. is half as loud as the sound at 10 ft.
Considerations:
I mention this to confirm that test site I was 90 ft from the highway shoulder, Site 2 was 150 ft from the.highway
shoulder, and site 3 was 165 ft. from the highway shoulder. The majority of the housing under consideration is much
further away than our test area's. lease see rough drawing on page 1.
Site 1
SEL = 86.4
Leq = 60.5
Max. = 75.4
Mill. = 60.0
SPL = 67.1
page 3
Measurement of Sound Pressure Level ( SPL )
Determination of Leq for assessment of noise annoyance
Measurement of cyclical noise and Max. and Min. noise levels
Site 2
SEL = 93.0
Led = 58.9
Max. = 85.2
Min. = 60.0
SPL = 70.1
Site 3
SEL = 99.6
Led = 59.4
Max. = 84.0
Min. = 47.7
SPL = 69.1
Reference events, incident:
1) 90 f1 frau highway
2) 90 ft from highway
3) 6" inches from mic
4) 10 ft from retic
5) 20 ft from mic
4) 30 ft from tnic
- gravel truck =-
-
- tractor trailer =
- finger snap =-
-
- expectant voice level
- expectant voice level
- expectant voice level
63.1 db peak
65.4 db peak
108.2 cab peak
92.8 db peak
86.1 db peak
82.4 db peak
For subjectively understanding of db levels please refer to charts.
A factor of complaint response is weighted by:
1) Previous exposure:
2) Time of Day:
3) Neighborhood:
4) Repetition:
5) Type Noise:
much, some, none
Day only, night
Industrial, Commercial, Residential
Suburban, Country
1/day, 2-4 day, 4-20 day
1-10/hour, 10-50/hoar, continuous
Impulse, No impulse
Pure Tone, Wide bandwidth
Few to none Complaints are expected
some_plus
Day only
Suburban
1-10 per hour
some impulse
wide bandwidth
• •
page 4
Measurernent of Sound Pressure Level ( SPL )
Determination of Leq for assessment of noise annoyance
Measurement of cyclical noise and Max. and Min. noise levels
Comments:
As a long time " student of Sound " I have found that the thought of noise, the expectation of an
increased noise level, the anticipation, is a more heightened emotion than dealing with the actual
problem.
We have found that the ear , after time, will tune out even noticeable sounds. I don't expect a metered
level rise of sound ( dba) when you start access to the upcoming Hwy 82. The listening of the truck taking
off and going through the gears will at first be noticeable because they will be listening for it. The Doppler
Effect of frequency changing as they drive away is a common occurrence. And will be more noticeable
than the rise in outdoor noise levels.
I suggest the trucks do not use a Jake Brake going down the access road. If not , a possible burm too
reflect the sound could be in order.
If we can be of further assistance in clarifying any aspect of this report please do not hesitate to call.
Sincerely,
Edward Ware
A. A. Audio Engineering
METERS FEET
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Western Slope Aggregate
#285 A66e66o46 Map Re6e'tence
We6ienn S.2ope Agg/Legate6
Jean and Dee Blue (Land Owners)
0265, #267, #270, 11271
Jean and Dee Retie
0404 County Road 104
Caubonda.ee, Co.1o4ado 81623
#005
Ranch at Roa't.ing Font.
Homeownen.6 A6oeiation
14914 Highway 82
Canbonda.2e, Coronado 81623
#006, #007
(1aVtofd BQue
4003 County Road 100
CavtbondaY.e, Co.P_onado 81623
#151
Edwakd Cottu.m
Cynthia Cha'tdonnay
Pot O66.ice Box 703
Cavtbondate, Cotoaado 81623
#150
Sheldon Cno66
Po6-t O66.i ee Box 1037
Canbonda.e , Coronado 81623
#148
Ph.LULp and Satty M-.U.2eit
5347 County Road 100
Ca4bonda2e, Cokonado 81623
#149
Dave and Sat y Z.imrne'unan
5344 County Road 100
Caftbondaee, Co.eon.ado 81623
#152
David and Robin Mytett
5349 County Road 100
Cahbonda.ee, CoQo'tado
ADJOINING LAND OWNERS
0153
G/te.go'ty and B'tenda Pete/L6
5351 County Road 100 •
Catbondaee, Co.fon.ado
11154, #203
1(att't,i6 FAm.ity Tn.u-t
0323 County Road 104
Canbondaee, Colo4ado 81623
#204
Glen and Suan 11a'tn.i6
0139 County Road 104
Can.bondaLe, Co.eonado 81623
11158
C.P,i_66o'id Ce't•i6e
0086 County Road 104
Ca4bondate, Co.eon.ado 81623
Loi: 21 Wooden Veen
Ma'tiz S. Kava6 ch
152 Wooden Dee4 Road
Catbonda.ee, Co2o/tado 81623
Lot 22 Wooden Veen
Dava_d Powell
Post O6b.iee Box 1186
Ca'tbondaee, Coto/Lado 81623
#181
Michaet 1(amme6
1490 Boolz6.ide Common
Annapo.Q4,6, Man.y?and 21401
#142
Chn.itophe't Sommers
Po6.t 066.ice Box 4953
A6pen, Coto/tado 81612
PO. Box O I U • Carbondale, Colorado 8162.3 • (970) 96 3-9424
01?-•
• •
'
htNAR U .�
uAkFlELO COUNTY
ROAD AND -BRIDGE
P.O. BOX 2254
Glenwood Springs, Colorado 81602-2254
Phone 945-6111
DATE: March 1, 1996
TO: Mork Bean
FROM: King
RE: Co Rd 103 & Western Slope Aggregates on Cu Rd 104
I
understand Western Slope Aggregates is making application
for access onto State Highway 82.
This would be an opportunity for the County to delay a future
financial liability,
Most certainly the day is coming for Co Rd 103 and Co Rd 104
Lo be rebuilt, but the relief from the wheel -loads it is
presently experiencing would postpone that expenditure.
Even though the County has maintenance agreements on Co Rd
103, and Co Rd 104` I dun i believe they address the
financial responsibility for a rebuild. To complicate it
aliUhtly, the agreements are with two separate entities, one
not dependent upon the other, i.e., the concrete operation
could shut down leaving the County solely responsible. for Co
Rd 105, which is the primary road.
The Asphalt institute calculates the strength to thickness
ratio of a road based on the number of Equivalent Single Axle
Loads (ESAL), that the road might be expected Lo support.
A factor of 2,800 passenger vehicle counts equals one ESAL.
State Highway 82 is rated at 85,000 lbs. for 5 -axles` and
54'000 lbs. for 8 -axles. It is hard to say, using tube
oouotors, how many loads are 5 -axles or 3 -axles' but the
effect is still pretty dramatic, whereas 85,000 lbs. is 6.6
ESALS, or 18,480 passenger vehicles, and 54,000 lbs. is 5.2
ESALS, or 14,560 passenger vehicles.
Using the attached graph, you can oa|cu|aLe LhaL 233 vehicles
utilizing Co Rd 104' we/e primarily trucks that would of
equalled 1.211.6 ESALS wiLh the net effect of 3,392,48O
passenger vehicles.
• •
Maintenance will not prolong the life of Giese roads
indefinitely. Eventually they will have to be rebuilt to
sustain this kind of use.
Obviously State Highway A2 was constructed to support this
traffic which was never the purpose of Co Rd 103 and Co Rd
104.
From the viewpoint of Finances for the Road & Bridge
Department, I feel this is a logical change.
Should you have any questions, Ole se. call.
King
attachments
Traffic Analysts Graph
Road Counts
CR: Shawn, Western Slope aggregates (Fax - 963-2412)
29-F4-'96
• •
<+> GARFIELD COUNTY ROAD & BRIDGE DEPARTMENI <+> Page I
< Road Count Data >
COUNTY ROAD NUMBER (VEHICLE COUNII DATE TAKEN 1 FROM I TO 10 HOURS 1 LOCATION ALONG ROADWAY -> -> -> I PER 24 HR
CO RD 103 311 ( 11-08-95
CO RD 103 382 1 11-09-95
CO RD 103 1223 I I1-13-95
CO RD 103 349 (1
CO RD 103 426 I---11-15-95
CO RD 103 296 I II716-95
CO RD 103 429 f II -11-95
CO RD 103 1141 I 11=20-95
CO RD 103 419 1 11-21-95
CO 00 103 368 I 11-22-95
0900 1 0900 1 24
0900 1 0900 1 24
0900 1 0900 1 96
0900 1 0900 1 24
0900 1 1100 1 26
0900 0100 1 22
0900 1 0900 1 24
0900 1 0900 1 12
0900 1 0900 1 24
0900 0900 1 24
100 YARDS SOUTH OF CRIO3A
100 YARDS SOUTH OF CRIO3A
100 YARDS SOUTH OF CRIO3A
100 YARDS SOUTH OF CRIO3A
100 YARDS SOUTH OF CRIO3A
100 YARDS SOUTH OF CRIO3A
100 YARDS SOUTH Of CRIO3A
100 YARDS SOUTH OF CRIO3A
100 YARDS SOUTH OF CRIO3A
100 YARDS SOUTH OF CRIO3A
317
382
3
39.%
323
<429-
382
419
368'
Totals for Comments 100 YARDS SOUTH OF CRIO3A
5416 360
3128
Mean
CO R0 103 1312
CO RD 103 1448
CO RD 103 4113
CO RD 103 1501
CO RD 103 1611
CO RD 103 1201
CO RD 103 1361
CO RD 103 3318
CO RD 103 1366
CO RD 103 1446
18149
312.8
11-08-95 1 0900 1 0900 1 24 1 100 YARDS SOUTH OF CR104 1 1312
11-09-95 1 0900 1 0900 1 24 1 100 YARDS S0010 OF CRIO4 1 1448
II. -13=95 _ 1 0900 1 0900 1 96 1 100 YARDS SOUTH Of CRIO4 1 1028
1I-11795 >I 0900 1 0900 1 24 1 100 YARDS SOUTH OF CRIO4 1 <— 50_1_ -�
11-15-95 1 0900 1 1100 1 26 1 100 YARDS SOUTH OF CR104 1 1493
II -16795 1 0900 1 0100 1 22 1 100 YARDS SOUTH OF CR104 1 1311
(-;11-11-9.5T'1 0900 1 0900 1 24 1 100 YARDS SOUTH OF CRIO4 1 C 1361_
11-20-95 1 0900 1 0900 1 12 1 100 YARDS SOUTH OF CR104
I -1106-
11-21-95, 1 0900 1 0900 1 24 1 100 YARDS SOUTH OF C8104 1 _1366
II -22-95 1 0900 1 0900 1 24 1 100 YARDS SOUTH OF CR104
--- I 1446)
Totals for Comments 100 YARDS SOUTH OF CR104
360 13438
Mean
1343.8
CO RD 103 921 11-08-95 0900 0900 24 1 BETWEEN CR104 & WOODEN DEER SUBDIVISION 1 921
CO RD 103 936 I1-09-95 0900 0900 24 1 BETWEEN CRIO4 8 WOODEN DEER SUBDIVISION 1 936
CO RD 103 3230 11-1 ii_ 0900 0900 96 1 BETWEEN CR104 & WOODEN DEER SUBDIVISION 1 80
CO RD 103 904 Lll-_14-95 0900 0900 24 1 BETWEEN CR104 & WOODEN DEER SUBDIVISION 1 L904
CO RD 103 1064 11-15-95 0900 1100 26 1 BEIWEEN CR104 & WOODEN DEER SUBDIVISION 1 981
CO RD 103 822 11-16715_ 0900 0700' 22 1 BETWEEN CRIO4 & WOODEN DEER SUBDIVISION 1 8.9L
CO RD 103 930 11-11-95) 0900 0900 24 1 BETWEEN CR104 & WOODEN DEER SUBDIVISION 1 cilf--)
CO RD 103 2520 11-2L5 0900 0900 12 1 BETWEEN CRIO4 & WOODEN DEER SUBDIVISION 1 840
CO RD 103 811 11-21-95 0900 0900 24 1 BETWEEN CR104 & WOODEN DEER SUBDIVISION 1 811
CO RD 103 980 11-2
2-951 0900 0900 24 1 BETWEEN CR104 & WOODEN DEER SUBDIVISION 1 98
OP
29 -Fib --96
<•GARFIELD COUNTY ROAD & BRIDGE DEPARTMENT�
<+ Page 2
( Road Count Data >
COUNTY ROAD NUMBER (VEHICLE COUNT( DATE TAKEN 1 FROM 1 10 10 HOURS 1 LOCATION ALONG ROADWAY -> -> -> 1 PER 24 HR
13118
Totals for Comments BETWEEN CR104 & WOODEN DEER SUBDIVISION
360
Mean
9068
906.8
Totals for County Road Number CO RD 103
31343 1080 26234
Mean
814,5
GRAND TOTALS
Totals
31343 1080
26234
Mean
814.5
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