HomeMy WebLinkAbout1.01 Permits.pdfPermits
In a telephone call at 2:30 PM on October 18, 2012, Russ Means of the Colorado Division of Reclamation
Mining and Safety (DRMS) (970) 241 -1117 stated that, since the earth moved from off site was used in
one contiguous federally- funded project and not moved onto the airport and then sold, the DRMS had
no permitting requirements.
SWMP — attached
Air pollution - attached
Watershed Permit - attached
GARFIELD COUNTY REGIONAL AIRPORT
AIP PROJECT No. 3- 08- 0048 -18
0375 COUNTY ROAD 352, BUILDING 2060
RIFLE, CO 81650
SWMP
STORM WATER MANAGEMENT PLAN
Prepared by:
Kelley Trucking Inc.
6201 McIntyre Street
Golden, Colorado 80403
(303) 279 -4150 office
(303) 279 -4799 fax
INTRODUCTION
This Storm Water Management Plan (SWMP) is intended to identify possible pollutant sources
that may contribute pollutants to stormwater, and identify Best Management Practices (BMPs)
that, when implemented, will reduce or eliminate any possible water quality impacts. The SWMP
must be completed and implemented at the start of construction and revised as construction
proceeds to accurately reflect the conditions and practices at the site.
PROJECT DESCRIPTION
The Garfield County Regional Airport Project is located at the West end of the runway and includes
realignment of Country Road 319 and 346, relocation of dry creek, mass excavation, site grading, soil
cement slope construction, crusher operations, utility relocations, water line installation, sanitary sewer
installation, storm sewer installation, concrete box culvert installation, asphalt paving, striping, signage,
and reclamation.
SEQUENCE OF MAJOR ACTIVITIES
The proposed sequence for major act vities will be constructed concurrently and in general follow the
below pattern: initial erosion control and BMPs, clearing, mass excavation, site grading, utility
installation and relocation, paving, strbing and signage. The mass excavation in general will be
constructed in an east to west direction with excavation south of existing County Road 319 loaded and
hauled to fills north of existing County Road 319. Any additional fill necessary for the project will be
acquired from the north borrow area and placed in the north west fills of the west site. The utility,
water, sewer and sanitary installations in general will be constructed in an east to west direction
predominantly located adjacent proposed County Road 319 alignment.
ESTIMATED TOTAL AREA OF THE SITE
Estimated area of the site to be disturbed: 125 acres
PROJECT DATA
Construction Documents: Volume 1 of 3: Contract Documents and Specifications
Volume 2 of 3: Bid Documents
Volume 3 of 3: Standard Details
Construction Drawings by Olsson and Associates dated 5/6/2009.
Soils Information:
EXISTING VEGETATION
Subsurface Exploration Program
Geotechnical Exploration,
Laboratory Testing Program and
Pavement Section Recommendations
Garfield County Runway Reconstruction
Rifle, Colorado
Job Number 07 -6023 R1, Dated November 21, 2007
By Ground Engineering Consultants, Inc.
The site is generally vacant except for County Road 319, 346 and multiple utility services. Several
small businesses are located at the ∎vest limit of the project adjacent to County Road 346 and the site
-2-
is dissected from east to west by County Road 319 and Dry Creek. The existing vegetation at the site
is predominately grasses and sage brush providing approximately 65% ground cover.
POTENTIAL POLLUTION SOURCES
Concrete washout will be used on the project for the concrete box culvert and concrete flatwork
construction. A soil cement plant will be staged onsite. Crushing operations will be staged onsite. A
staging area will be located off the site and adjacent to the west hanger at the airport and will be
utilized for site trailers, equipment storage and fueling. A staging area will be located on the site north
of existing county road 319 for minimal equipment storage, fueling and materials storage.
RECEIVING WATERS
Storm water runoff from the project will go to dry creek and the final receiving water is the Colorado
River.
SITE MAP
See attached site map.
SWMP ADMINISTRATOR
Jerry Sykora, Project Superintendent (303) 356 -5718 mobile
IDENTIFICATION OF POTENTIAL POLLUTANT SOURCES
All disturbed soils from mass excavation and utility excavation and backfill materials.
Vehicle tracking of sediments.
All loading, unloading and staging of materials shall take place at designated staging areas.
Vehicle and equipment maintenance and fueling will occur at designated staging areas.
Construction dumpsters shall be located at designated staging areas.
Concrete truck cleaning and washing ■vill occur at the designated concrete washouts only.
The soil cement plant operations will occur at the designated staging area.
Crusher operations will occur at the designated staging area.
BEST MANAGEMENT PRACTICES (BMPs)
The following describes the site maragement procedures that will be implemented at the project
in accordance with typical Best Management Practices. During construction activities and until
final stabilization can be established control measures such as silt fence, vehicle tracking control,
diversion ditches, temporary sediment basins, check dams, berms and surface roughening shall be
installed and maintained during the site grading and construction process. Reference the erosion
control plans for BMPs to be utilized during construction. These controls should be sufficient to
mitigate the sediment discharged into the existing system.
-3-
Sediment and mud shall be prevented from leaving the construction site by placement of a
stabilized construction entrances. The contractor is responsible for cleaning and general upkeep
of existing public roads used for access. In the interim condition, water trucks should be
maintained and utilized onsite for the duration of the construction period to minimize potential
construction dust uprising.
See attached drawings:
Erosion Control Plan — West Site
Erosion Control Plan — Borrow Site
Erosion Control Plan — Mamm Creek
Drainage Report — West Site
Drainage Report — Borrow Site
Temporary Erosion Control M -208 -1 Sheet 1 of 7
Temporary Erosion Control M -208 -1 Sheet 2 of 7
Temporary Erosion Control M -208 -1 Sheet 3 of 7
Temporary Erosion Control M -208 -1 Sheet 4 of 7
Temporary Erosion Control M -208 -1 Sheet 5 of 7
Temporary Erosion Control M -208 -1 Sheet 6 of 7
Temporary Erosion Control M -208 -1 Sheet 7 of 7
MATERIAL HANDLING AND SPILL PREVENTION
If fuel or oil for construction machinery is present on the site, 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 runoff. Cleaning and fueling of machinery should be done during dry weather, if
possible. Washing of trucks and other equipment into the storm drainage system is prohibited.
Spills or accidents shall be immediately reported to the SWMP Administrator and depending on
the nature of the spill involved, the Colorado Department of Health, downstream users, or other
agencies may need to be notified.
FINAL STABILIZATION
See attached drawings:
EC1
EC1
EC1
EC1
EC1
EC1
EC1
EC1
PERMANENT EROSION CONTROL
PERMANENT EROSION CONTROL
PERMANENT EROSION CONTROL
PERMANENT EROSION CONTROL
PERMANENT EROSION CONTROL
PERMANENT EROSION CONTROL
PERMANENT EROSION CONTROL
PERMANENT EROSION CONTROL
INSPECTION AND MAINTENANCE PROCEDURES
PLAN SCHEDULE
PLAN SCHEDULE
PLAN SCHEDULE
PLAN SCHEDULE
PLAN SCHEDULE
PLAN SCHEDULE
PLAN SCHEDULE
DETAILS
I &II WEST #1
I &II WEST #2
I & II CENTER #1
I & II CENTER #2
I & II CENTER #3
III
Iv
Erosion inspections will be performed and documented at least every 14 days, and within 24 hours of
any precipitation or snowmelt event thiit causes surface erosion. If more frequent inspections are
required to ensure that BMPs are properly maintained and operated, the inspection schedule will be
modified to meet this need.
- 4 -
The following information will be documented as part of the site inspections:
1. The inspection date
2. Name(s) and title(s) of personnel making the inspection
3. Location(s) of discharges of sediment or other pollutants from the site
4. Location(s) of BMPs that need to be maintained
5. Location(s) of BMPs that failed to operate as designed or proved inadequate for a
particular location
6. Location(s) where additional BMPs are needed that were not in place at the time of
inspection
7. Deviation from the minimum inspection schedule as described above.
8. Description of correction action for items above, dates correction was completed, and
measures taken to prevent future problems, including requisite changes to the
SWMP, as necessary.
9. After adequate corrective action(s) has been taken, or where a report does not
identify and incidents requiring corrective action, inspection reports will contain a
signed statement indicating the site is in compliance with the permit to the best of the
signer's knowledge and belief.
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•
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MAMM CREEK CENTERLINE COORDINATE TABLE \
VA MN NORTHING FASTING DESCRIPTION,
1062+65,25 1,625251 51 2.391282 12 PC - CI
100446030 1,622012 46 2322,07816 705 - 9,92 .\
+655+44.06 262800592 2377,15649 I 6R0 - 00.C3 \,
F. 100203986 1,620.410.*1 z 311.300 71 11144 - 43.54
1001 +8820 1.624,94543 2.372316.0 P1 -
MAW" CREEK CENTERLINE CURVE TABLE
CURVE LENGTH RADIUS DELTA ANGLE fANOENT CHORD DIRECTION )CHORD
CI 19505' 15).00' 6205'12' 15634 53192'36 "E '' 185.65'
02 80.1E 100.00' 1616'58' 42 74 663'1342'E 77 6C
03 19519' 110.00' 103.3243" 135.65 056•3949 "1,1 122,62'
04 4833' 1000' 2241'23• 2465 3,e•40'0'E 47.66'
--r
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5420
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CENTERLINE TO REu4H
10.40140 CU.YERT 70 RERAIN
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54,0
320
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10010
1003400 1001400
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GARFIELD COUNTY REGIONAL AIRPORT
AIP PROJECT No. 3-08-0048-18
EROSION CONTROL PLAN - MAMM CREEK
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GARFIELD COUNTY REGIONAL AIRPORT
AIP PROJECT No. 3 -08- 0048 -18
WEST SITE DRAINAGE REPORT
JUNE 24, 2009
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GARFIELD COUNTY REGIONAL AIRPORT
AIP PROJECT No. 3-08-0048-18
BORROW SITE DRAINAGE REPORT
JUNE 24, 2009
SMELL EXCAVATE THE TRENCH.
510E2 PLACE MD STAKE
THE EROSION BALES.
57)21 (2" X 2" NOMINAL)
WEDGE LOOSE
STRAW BETWEEN
EROSION BALES
EV'
ROW
SIAKE
N'iVA'
4 •• wIN 1lli
STEP 3. EROSION BALES 9401 BE ENTRENCHED
4 IN. 6179114 M INTO THE SOIL,
TIGHTLY ABUTTED WIN ND CAPS.
STAKED, AND BACHOIL0E8 PROMO
THE ENTIRE OJTSICE PERIMETER
ENTRENCHED AND STONED
ION BALE
TIME OR WIRE
FILTERED FLOW
MIN.
TYPICAL EROSION BALE TRENCHING AND STAKING
SILT FABRIC
STAPLED TO
POSTS (TYP.I
POST (14"
24
11
SILT FENCE
FABRIC
ANCHORED
IN TRENCH
TRENCH
6" s 8"
CE6PACT
8ADT ILL
ANAL)
SILT FENCE FABRIC -
12" BURIED IN TRENCH
AND FIRMLY ATTACHED
TO POST
SILT FENCE
TRENCH
FLOW
TWINE OR WIRE
[RISEN BALES TOE (2 FILL —w4 ENO EROSION BALES TO BE
/ KEYED INTO FILL SLOPE
FLOW
PIPE END SECTION
WOOD STAKE (ISP.)
(2" s 2" MINIMUM)
EROSION BALES SHALL BE ENTRENCHED
4 IN. MINIIAM INTO THE SOIL.
TIGHTLY ABUTTED WITH NO GAPS.
THE ENTIRE0 OUTSIDE PERMS
PLAN VIEW
CULVERT EROSION BALE INLET PROTECTION
REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES
ONE HALF OF EXPOSED SILT FENCE OR BALE HEIGHT.
NOR PCTION HALL E PERFORMED CONTINUOUSLY
A
STAKES (TYP.I
18" r is" s 36" A
EROSION BALES (TYP.7
- POINT A
PLAN
STAKES ITYP.)
*POINT A
P01NT C
,°f f�$ �n rnlIG y, �
�� '-0 ` 44'
PD60 CQ 14�/t,4 , PoINT B
' 11/* ;IV
F EROSION BALE
!Ow
SECTION A -A
s \��`,/ �s^� Up t0 2X NAX. SLOPE
> \' / \ \,�'' �' \! /�'' \� \\\ � �'8 EEFROSIO/ BALE
L = VARIES
POINT "A" SHALL BE HIGHER THAN
POINT "8•' AND BELOW POINT "C ".
CHANNEL PROFILE
SPACING BETWEEN EROSION BALES
NOTE: EROSION BALES SHALL BE ENTRENCHED
4 IN. MINIMA! INTO THE SOIL.
7(0)11Y ABUTTED WITH NO GAPS.
T16 ENTIRE OUTSIDE PERIMETER..
Computer File Information
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Initials: SJR
Lost Modification Dote: 07/04/06 Initials: LTA
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Sheet Revisions
Date:
Cornmenls
Colorado Department of Transportation
4201 Eost Arkansas Avenue
Denver, Colorado 80222
Phone: (300) 757 -9083
A/lMl7 Fox: (303) 757 -9820
Project Development Brunch SRJ /LTA
1110C II
TEMPORARY
EROSION CONTROL
Issued By: Project Development Branch July 04, 2006
STANDARD PLAN NO.
M -208 -1
Sheet No. 1 of 7
STEP !. PLACE UPSLOPE END OT
BLANKET IN A TRENCH
6 IN. DEEP 90 6 IN. WIDE.
12"
FLOW
6,
.wr rural AO
WHEREVER ONE 6006
05 BLANKET ENDS
AN) NETHER BEGINS,
STAPLE PATTERN
BLANKET FABRIC
ANO0RE0 114 TRENCH
311IRNIWUW DR AS DIRECTED
BY THE ENGINEER
PLACE BLNKET PARALLEL WITH THE D 60001 N UR FLOW 100 ANCHOR SECURELY.
BRING DENIM TO THE TOE OF SLOPE DR AS DIRECTED BY TIf ENGINEER BEFORE
TERMINATING THE INSTALLATION.
STEP 2. USE A 4 IN. OVERLAP WFENEVER TWO WIDTHS
OF BLANKET ARE INSTALLED SIDE BY SIDE.
STAPLE PATTERN:MINIMUM 3 PER SQUARE TARO.
STEP 4. CHECK SLOTS SH08.280 MADE EVERY 35 FT. AND AT
TERMINAL ENDS. INSERT A FOLD OF THE BLANKET INTO
A TRENCH 6 IN. WIDE BY 6 IN. DEEP MO COI/PACT
IN CUFORMANCE WITH MANLFACTURER'S RECOMLETOAIIDN
LAY THE BLANKET SM00111Y ON THE SURFACE OF THE 501L.
D0 NOT STRETCH TIE BLANKET, NO DD NOT ALLOW WRINKLES.
INSTALL STARES 12 IN. ON CENTER IN TRENCH.
6' s 6" TRENCH
BLANKET ANCHORED
IN TRENCH
STAeIE 6" ON CENTER ALUIG EDGE
PLACE 8LANIET WITH THE DIRECTION IF FLDW.00 NOT 3001 STRIPS
IN THE CENTER OF THE O11CH. PLACE CHECK SLOTS AS REQUIRED.
SOIL RETENTION BLANKETS
IN ACCORDANCE WITH SECTION 216.
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Lost Modification Dote: 07/04/06 Initials: LTA
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Drown.? File Nome: 208010207.dgn
CAD Ver.: IficroStctin V8 Scale: Not to Scale Units: English_
OLD
OD
Sheet Revisions
Dole:
Comments
Colorado Department of Transportation
4201 (oat Arkansas Avenue
Denver. Colorado 80222
;`_
Phone: (303) 757-9083
�R immitI Fox: 1303) 757 -9820
Project Development Branch
Ilregfrfi
SRJ /LTA
TEMPORARY
EROSION CONTROL
Issued 8y: Project Development Branch July 04. 2006
STANDARD PLAN NO.
M -208 -1
Sheet No. 2 of 7
N., TO %' OPEN GRADED GRAVEL FILTER
DROP INLET
WITH GRATE
WIRE SCREEN PLACED
MOND CONCRETE 8oa(S ---
PERIMETER
CN:RITE BLOCKS S AC400
MOUND THE DROP %LET GRATE
OR SLOPE AND DITCH PAVING
PLAN VIEW
CONCRETE BLOCKS
STACKED 24" HIGH
V,' WIRE SCREEN
TO PREVENT WVEMENT
OF GRAVEL (TYP.)
FLOW
SECTION A -A
STORM DRAIN INLET PROTECTION (TYPE C OR D)
DROP INLET
WITH GRATE
W000 SINES
PLAN VIEW
ENTRENCHED
EROSION BALES
THE MMINIUM STAKING DEPT
1S THE STYE AS EROSION
BALE TRENCHING
SECTION B-B
INLET EROSION BALE FILTER (TYPE C OR D)
PRTE:EROSICN EMIES ME 10 BE ENTRENCHED 4 IN
INTO THE SOIL, 0)661LY ABUTTING WITH H) GAPS,
STAKED MO BACKJILLE0 MOUND THE ENTIRE OUTSIDE
PERIMETER IN GRATE OR SLOPE AND DITCH PAVING.
NOTE
0 REMOVE ACCUMULATED SEDIMENT WIEN IT REACHES
ONE HALF OF EXPOSED INLET PROTECTION HEIGHT.
INSPECTION SHALL BE PERFORMED CONTINUOUSLY
FOR PROPER FUNCTION.
STORM DRAIN INLET PROTECTION
INLET PROTECTION DEVICE
0
CURB INLET
SECTION C-C
STORM DRAIN INLET PROTECTION (TYPE R)
NOTES:
1. INLET PROTECTION SHALL EXTEND 12 IN. PAST EACH
END OF THE DIET ND BE 4 IN. TO 6 IN.IN DIAMETER,
2. REST PROTECTION MAY CONSIST OF CONTINUOUS FILTER
TUBING FILLED WITH GRAVEL OR PREMNNUFACTURED 0EVICE.
Computer File Information
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Lost Modification Dote: 07/04/06 Initials: LTA
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Drawing Fie tome: 20 8010 3 0 7.dgn
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GED
COO
ODD
Sheet Revisions
Dole:
Comments
Colorado Department of Transportation
4201 East kkansas Avenue
Denver, Colorado 82222
Phone:1303) 757 -9083
wwwwANAmaa Fax: (303) 757 -9820
Project Development Branch SRJ /LTA
TEMPORARY
EROSION CONTROL
STANDARD PLAN NO.
M -208 -1
Issued By: Project Development Branch July 04. 2006
Sheet No. 3 of 7
PROVIDE OUTLET PROTECTION
AS SHOWN EN TIE PLANS
DIVERSION BERM---.„,
PIPE
C-6" MIN.
,
EARTH BERM OR
SILT FENCE BERM
• 1 v -
6 8 1 4 1 50
P2021BLE PIPE
SECTION
PROVIDE OUTLET PROTECTION
AS SHOWN 01 THE PLANS
TEMPORARY SLOPE DRAIN
EARTH BERM
ROADWAY Of
1110 OF SLOPE
DIVERSION DAM
POINT C
�� ► 1p. It• II Ivew•�.�
'.`. \ \
fl OR DITCH
*POINTS A SHALL BE HIGHER
THAN POINT B AND BELOW POINT C
TYPICAL SECTION VIEW
L = VARIES
GEOTEXTILE
EROSION CONTROL
(CLASS B)
SECTION VIEW ALONG DITCH FLOWLINE
6" MIN. COVER OVER GEOTEXTIIE
0I2CH
SUBEXCAVATE
BELOW FLOWLINE
FLOW
r
.��.k,'..+ #10 :44.,t,�. �' % 24" CREST HEIGHT
0(01(6111E
EROSION CONTROL
(CLASS BI
8'
,SECTION DETAIL
CHECK DAM FOR EROSION CONTROL
NOTES:
1. RIPRAP SIZE 0550 = 6 IN. DR AS SHOWN ON TIE PLANS.
2. THE ENDS OF RIPRAP CHECK DAM SHALL BE A MINIMUM OF 6 TN HIGHER THAN CENTER
OF CHECK DAM.
3. SEDIMENT SHALL BE REMOVED WHEN TH£ DEPTH UPSTREAM FROM CHECK 0611 TS %r THE
CREST HEIGHT.
4. CHECK DAMS MAY BE TEMPORARY OR PERMANENT AS SHOWN ON THE PLANS.
Computer File Information
Creation Date: 07/04/06 Initials: 5JR
Lost Modification Dote: 07/04/06 Initials: LTA
Full Pall: www .dot.stole.ca.us /DesiynSupport/
Drawing FOe Nome: 208 010 4 0 7.dgn
CAD Ver.: McroStotion V8 5cde: Nat to Scale Units: En
CED
GID
GIB
Sheet Revisions
Dote:
Comment
Colorado Department of Transportation
9201 East Arkansas Avenue
Denver, Colorado 80222
Phone:13031 757 -9083
Fax: 1303) 757 -9620
Project Development Branch SRJ /LTA
tG I R
TEMPORARY
EROSION CONTROL
STANDARD PLAN NO.
M -208 -1
Issued By: Project Development Brunch July 04, 2006
Sheet No. 4 of 7
EXISTING
PAVEMENT
EXISTING r
PLAN VIEW •0441 EXTENT) FLU. WIDTH
OF BIGNESS AND EGRESS
OPEPATION.
70 414.
GEOTEXTILE
(EROSION CONTROL)
ELEVATION SECTION
12' MIN,
6"N.
GE0TEX11LE
(ER05104 CONTRA)
EASING
PAVEMENT
EDEPIH VARIES)
EXIST INC
GROW)
SECTION A -A
STABILIZED CONSTRUCTION ENTRANCE
NOTE: THE CONTRACTOR SHALL PROTECT ANY CURB MD GUTTER
THAT CROSSES THE ENTRANCE. PROTECTOR! Or THE CURTI
AND GUTTER WILL NOT BE PAID FOR SEPARATELY, Bur
SHALL BE INCLUDED IN Of WORM.
B
7E4PDRM7 RIPRAP
CUTLET STRUCTURE
Room
SEDIMENT
TRAP
PLAN
B
. F O
T
6016,0EE PLAN SHEETS FOR THE FOLLOWING:
RIPRAP SIZE
DEPTH (DI ANO 02)
LENGTH (1)
WIDTH (W)
DITCH TYPE, SIZE AND LOCATION
VIEW
0 PE.A4E ACCI6AIUATEO 210(05NT
WHEN IT REACHES ENE HALF OF
STRUCTURE HEIGHT. INSPECTION
SHALL BE PERFORMED CONTINUOUSLY
TER PROPER [12461ION.
24" MIN
SPILLWAY
2d (IYP.)
24' WIN.
TOP OF DITCH SLOPE
FLOW
CEOTEE TILE
EROSION CENT
(CLASS BI
DI
ZERO GRADIENT
CROSS SECTION 8-8
TOP ELEVATION OF 24
STRUCTLFE SHAT
BE SET IN FIELD
AS DIRECTED 81 It
Of ENGINEER
02
61)104T)LE
EROSION CONTROL 12'
CLASS EN
SECTION C-C
SEDIMENT TRAP /DEWATERING STRUCTURE
hDTE: THE RIPRAP MID 6(0160TILE ARE INCLUDED
IN 1(E MST OF THE BID 1TEN.
8'04404
FLOW LINE
1:1 SLOPE (TYP.)
SLOPES VARY
1:1 SLOPE (TYP.)
SIGN —
EXISTING
GROUND
D
t
LIMIT IOF BERM
9' MIN
H
1
10 MIN. f WMV440T 714-
4'NIN,
D
8.-24' -24' —el
18"
S_1
RAMP IL 3,1
TRUCK ACCESS
PLAN VIEW
EXCAVATED AREA
2 FT.
t
2:1 (TYP.)
MAXIMUM STORAGE
(2/3 OF VQUE AREA)
SECTION D-D
CONCRETE WASHOUT STRUCTURE
NOTES:
1. SIGN MATERIAL, EXCAVATION. AND RESTORATIOM ARE INCLUDED
IN THE COST OF THE CONCRETE 11A94JT STRUCTURE.
2. EROSION BALES MAY BE USED AS AN M168841IVE
FOR THE BERM.
Computer File Information
Creation Dote: 07/04/06 Initials: SJR
Last Modification Date: 07/04/06 Initials: LTA
FullPath: www .dot.state.co.us /DesignSupport/
()rowing FNe Name: 208010507.dgn
CAD Ver.: L6croStation TB Scab: Not to Scale 10its: En¢sh
ODD
GEED
COD
Sheet Revisions
Date:
Comments
Colorado Department of Transportation
4201 East Arkonsos Avenue
Denver, Colorado 80222
Phone: 1303) 757 -9083
7art7�lOS Fox: (303) 757 -9620
Project Development Branch
/G F4
SRJ /LTA
TEMPORARY
EROSION CONTROL
STANDARD PLAN NO.
M -208 -1
Issued 8y: Project Development Brooch July 04, 2006
Sheet No. 5 of 7
SILT DIKE 5ECTIDN
APRON
PLAN VIEW
SILT 0166E Uh[T
NOTE: APRON ANCHORED INTO
TRENCH WITH STAPLES
AND COMPACTED BACKFILL.
POINT A
Are
TYPICAL SECTION
POINT 6 SILT DIKE SECTION
Gam✓
POINT A SHALL BE HIGHER THAN POINT 8 TO 006.88 THAT
WATER FLOWS OVER THE DIKES JAO FAT FROM THE ENDS.
FRONT VIEW
SILT DIKE - INSTALLATION FOR DRAINAGE DITCH
NOTE:SECTIONS OF TFE SILT DIKE SW11L
BE TIGHTLY ABUTTED VIII N0 GA•S.
REMOVE ACCLMLATEO SEDIMENT
WKR IT REACHES ENE HILT 05
S16UC7LRE I£I0HT. 1BSFECTION
SH11L EC PERFORiC0D CONIMLAWY011
FOR PROPER 111NC110N.
POINT A
SILT BERM
FLOW
PLAN VIEW
BLNM I' OR
SOIL SURFACE
STAPLES B" DEEP 1TYP.)
TYPICAL SECTION VIEW
POINT B DIKE SECTION J'
POINT A SHALL BE HIGHER TWA POINT 9 10 MIRE MAT
WATER FLOWS OVER THE DIKES AND NOT AROUND THE ENO5.
FRONT VIEW
SILT BERM - VELOCITY CHECKS FOR DRAINAGE DITCH
NOTE:SECTIONS OF THE SILT BERM SHALL
BE TIGHTLY ABUTTED WITH NO GAPS.
Computer File Information
Creation Dote: 07/04/06 Initids:. SJR
Lost Modification Dote: 07/04/06 Initials: LTA
FN1 Path: www .dot.state.co.us /DesignSupport/
Drawing File Nome: 208040607.496
CAD Ver.: McroStation VD Seidel: Not to Sole Units: Eased,
CED
Sheet Revisions
Dote
Comment
Colorado Department of Transportation
4201 East Arkansas Avenue
Denver. Colorado 80222
Phone: 1303) 757 -9083
Fer: 1303) 757 -9820
Project Development Branch SRJ /LTA
TEMPORARY
EROSION CONTROL
Issued 8y: Project Development Branch July 04, 2006
STANDARD PLAN NO.
M -208 -1
Sheet No. 6 of 7
POINT TO 110 IN ADDITIONAL
INLET PROTECTION
USE TWO WOOD STAKES
Ph" z PIe (NOMINAL)>I SI1FIC1ENT LENGTH TO
BE EMBEDDED AT LEAST 4" INTO TIE 0011 01 Al
ER05114 LOG ENDS OR JOINTS
USE A STAKE EVERY 24" AND CONTINUE AL 11RIWTE
ORIENTATION THROUGHOUT THE LENGTH OF TIE EROSION LOC
l
EROSION LOC
TYPICAL STAKE INSTALLATION
APPROX T'VEFS
TOEOT R REWIRING PROTECTION
• � i .
WETLANDS 1:12 FEATURES
SECTION A -A
EROSION LOG APPLICATION
108*
PONT 10 TIE IN ADDITIONAL
90011 PROTECTION
EROSION LOGS SHALL
BE UGH LY ABUTTED
81111 840 CAPS (110.)
EROSION LOG STAKED
INTO FILL SLOPE
PLAN VIEW
SIAk1ES
AFRO X1MATELY 90'
TO EA'-1 OTHER
0
SEE ADDITIONAL DETAILS
FOR INLET PROTECTION
IN THIS LOCATION
y NOTE
Dcl REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES ONE HALF
OF PROTECTION FEATURE HEIGHT. INSPECTION SHALL BE
PERFORMED CONTINUOUSLY FOR PROPER FUNCTION.
S TAXES
APPROXIMATELY 90•
TO EACH OTHER
CULVERT EROSION LOG INLET PROTECTION
4'OR SILP00 MDR SIMPLI)
C
PLAN VIEW STAKES
APPROXIMATELY 90•
.�� TO EACH OTHER
pJo
IDEE:LOCATE EROSION LOGS
AT THE OUTSIDE EDGE
OF THE CONCRETE APRON.
SECTION C-C
QROP INLET EROSION LOG FILTER
POINT A
SECTION B-D
POINT 8 O
POINT A
PLAN VIEW
EROSION LOG
POINTS A SHALL BE HIGHER THAN POINT B.
ELEVATION
EROSION LOG DETAIL DITCH INSTALLATION
NOTE:EROSI08 LOGS SHALL BE TIGHTLY ABUTTED WITH N0 GAPS.
Computer File Information
Creation 0ote: 07/04/06 Initiois: 5JR
Lost Modilicotion Date: 07/04/06 Initials: LTA
Full Path: www .dot.state.co.us /DesignSupport/
Drawing 1110 Name: 2 08 010 7 0 7.dgn
CAD Ver.: LAtroStation VB Scde: Not to Scala Units: En9Osh
CEO
CIED
QiD
QED
Sheet Revisions
Dote
Comments
Colorado Department of Transportation
4201 East Arkansas Avenue
Denver, Colorado 80222
Phone:(303) 757 -9083
Foo: (303) 757 -9820
Project Development Branch SRJ /LTA
rG 11
TEMPORARY
EROSION CONTROL
STANDARD PLAN NO.
M -208 -1
Issued By: Project Development Bronch July 04, 2006
Sheet No. 7 of 7
gi
Li
•�.JA►'C
000'
FLOW S
/ =
......FL7W
,
SIAk1ES
AFRO X1MATELY 90'
TO EA'-1 OTHER
0
SEE ADDITIONAL DETAILS
FOR INLET PROTECTION
IN THIS LOCATION
y NOTE
Dcl REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES ONE HALF
OF PROTECTION FEATURE HEIGHT. INSPECTION SHALL BE
PERFORMED CONTINUOUSLY FOR PROPER FUNCTION.
S TAXES
APPROXIMATELY 90•
TO EACH OTHER
CULVERT EROSION LOG INLET PROTECTION
4'OR SILP00 MDR SIMPLI)
C
PLAN VIEW STAKES
APPROXIMATELY 90•
.�� TO EACH OTHER
pJo
IDEE:LOCATE EROSION LOGS
AT THE OUTSIDE EDGE
OF THE CONCRETE APRON.
SECTION C-C
QROP INLET EROSION LOG FILTER
POINT A
SECTION B-D
POINT 8 O
POINT A
PLAN VIEW
EROSION LOG
POINTS A SHALL BE HIGHER THAN POINT B.
ELEVATION
EROSION LOG DETAIL DITCH INSTALLATION
NOTE:EROSI08 LOGS SHALL BE TIGHTLY ABUTTED WITH N0 GAPS.
Computer File Information
Creation 0ote: 07/04/06 Initiois: 5JR
Lost Modilicotion Date: 07/04/06 Initials: LTA
Full Path: www .dot.state.co.us /DesignSupport/
Drawing 1110 Name: 2 08 010 7 0 7.dgn
CAD Ver.: LAtroStation VB Scde: Not to Scala Units: En9Osh
CEO
CIED
QiD
QED
Sheet Revisions
Dote
Comments
Colorado Department of Transportation
4201 East Arkansas Avenue
Denver, Colorado 80222
Phone:(303) 757 -9083
Foo: (303) 757 -9820
Project Development Branch SRJ /LTA
rG 11
TEMPORARY
EROSION CONTROL
STANDARD PLAN NO.
M -208 -1
Issued By: Project Development Bronch July 04, 2006
Sheet No. 7 of 7
LAPIS 0 GRRMMNG.
IF SCHEDULES 4
ME AWARDED
CONCURRENTLY, 1HE14
PERE/PENT ER05404
CONTROL MEASURES 04
ICS AREA SERI BE PER
501 0ULE M.
KEY MAP
CALL. 0141TY NOTIFICATION
CENTER OF COLORADO
1- 800 -922 -1987
EAU. 2- EU5NES5 LAYS N ADVANCE
BEFORE YOU DC, GRADE, OR EXCAVATE
FOR THE EARNING OF UNOER(RMNO
EMBER U11411ES
EEEONONOTEO
0E SEEDBED SHALL M YELL SETTLED AND ERN. EMT FRIABLE DEVON THAT SEED CAN
M PLACED AT DE SEEDING DEPTH SPEa4EO. TEE SEEDBED SHALL BE REASONABLY FREE
OF WEEDS SOBS 0401 HAVE BEEN DYER- COMPACTE0 BY 100400 OR EOUWMENT.
ESPECIALLY 0404 001. MALL RE TLLE0 TO BFE/EUP ROOTING RE5T0CBVE LAYERS APO
DEN HARROWED, RMIED OR PACKED TO PREPARE THE REWIRED FIRM SEEDED). MULCH
SHALL R APF1E0 AT A RATE OF ]M DONS PER ACRE AND 54AL BE ATTAINED BY AN
APPEp440 MEDICO SELLABLE FOX THE TYPE OF 441)004 U5E0. MEd SHALL BE SPREAD
040(RM10. 84 A CONITN 0005 TERCET. AFTER 5EEDEC IS COMPLETE MULCH SHALL BE
(LEAN, REED AW SEED FREE. LONG SWELLED GRASS OR NAY. OR LONG STEWED STRAW
OF OARS MEAT. OR RTE. AT LEAST 505 OF EXCH. BY RENT. SHALL. BE TEN INCHES
OR LONGER MACH SHILL BE SPREAD BY HAND OR MOILER -TYPE WWI SPREADER
MIACNNG STALL BE STARTED ON THE LANDWARD SIDE OF RELATIVELY MT AREAS OR ON
THE UPPER PART OF A STEEP SLOPE AND CONTINUED UNE0110.1 UNTIL 011E AREA 15
CONVEREO. 1440 WLCH SNAIL NOT 0E BUNGED. 0.34E01AIELY F010MNG SPREADING, ME
41L01 SHALL BE ANCHORED TO THE SOIL 0Y A 0 -TYPE WELL LAND PA0ER OR A
SCALLOPED-0M WE FALLER DESNE0 TO FORCE MULCH NTO DIE 501 SURFACE A
1004.04 OF 3 NOES. ALL SEEDED AREAS SHALL EE M0001E0 AFTER SEEDING ON DIE
SAME DAY AS THE SEWING. THE TYPE OF A SEED MX USED WLL DEPEND UPON 144
FMLORING PAC1015 TEMPORARY 45 PERMANENT REVE501ATION; 110E OF TEAR: SOIL
THE AND SLOPE AS A GENERA. RULE. TEMPORARY REVEGETABL 011 UTILIZE ANNUAL
BRASSES WILE PERMANENT RE5E0ETA1104 MOULD OWE 00D.. GRASSES DE SEED
4X AND RATE 0' APPUCAMIN SHALL BE AS FOLLOWS (HYDRO SEEDING SHALL BE USED N
UNITED APPLICATION ON A 511E SPECIFIC BASS}:
if
PERtA4NEi7INE WIM CONTROL PLAN
..04404 acre
ANY EROSION CONTROL ITEMS NOT SPECIFICALLY CALLED FOR IN
THE PLANS THAT ARE NECESSARY TO COMPLY WITH THE STATE
APPROVED STORMWATER MANAGEMENT PLAN SHALL BE PAID FOR
UNDER TEMPORARY EROSION CONTROL ANY TEMPORARY
EROSION CONTROL ITEMS REQUESTED BY THE ENGINEER SHALL
ALSO BE PAID FOR UNDER TEMPORARY EROSION CONTROL
EC SHEET TNOEx
MOON
MEMOS
RRMNCTI EMMEN COMBO. YUp. SORES
8004401400000 04440 8AA 0010 R
PEA IMMO 100004 (MEMO ■4A1 MOM
MS rE*4ORT W W:aN COMM PTA 0001E
EC, MALMERMT, MEM* COMM EOM. SMELT. Si
Oa000 mF.P.OnAu
EP BE AOR 00.4000 MOM WE LAMS a 00000 !MEMO TOM on 000: W
. WAS IM MO S* 0414 isRwm w3.0 .wz Or COMOMMm FROM Se
AS 0000
was.+ COMM FIVES PWl M MEMO N ALL.s1LRAF4 MEALS MM A SEMI
smAa (mal/OR M .Mrs As mom m TM Mot). vary M Nero
OF MOONTRASED ELM.
Memo EMONS�` OEM. MVO tOVwamwx'Fpeo moo or SSMat BE a.
BE BE M.. w AREAS wnR nnr wtFmmwr 0AT Em MO.:
COMM AM MC 4Ir ALCM OANM MOM m a FM OM
M emo . MERM MOMS Am NAw Ewa MOM MEM M
SEM
LEG EM
COOMEn
000 tETA
AMOS
SNOT
MS soAST
4*
Z1-
O :1.
0
d
OP
611
bl
N »IT0
T OWADOM
MME
1(0
SWEN FOOT
1 ISSUED FOR BID 1
mw. by:
AF DO
04014
MPPP.M DR DX
PmRa MO, 0001-401014
Mp name CO
MUT
EC1
PERMANENT EROSION CONTROL PLAN
SCHEDULE I & 11 WEST #2
RUNWAY 8/26 UPGRADE TO D —II STANDARDS
AIP 3- 08- 0048 -18
GARFIELD COUNTY REGIONAL AIRPORT
RIFLE, COLORADO
OM KO ra
r a NW"
ats
DKR
uwwrm.
REVISIONS
---E.,„ Garfield County ■
O\OLSSON
ASSOCIATES
"'"00 L.mcO.n me w l71.621.2 ..•sv,.r..a.
a
PERMANENT EROSION CONTROL PLAN
SCHEDULE I & 0 CENTER #1
RUNWAY 8/26 UPGRADE TO D -11 STANDARDS
AIP 3 -08- 0048 -18
GARFIELD COUNTY REGIONAL AIRPORT
RIFLE, COLORADO
Le. Garfield County-1
O 1OLSSON
ASSOCIATES
n
8
813.188
IA
PERMANENT EROSION CONTROL PLAN
SCHEDULE I & II CENTER /2
RUNWAY 8/26 UPGRADE TO D -II STANDARDS
AIP 3 -08- 0048 -18
GARFIELD COUNTY REGIONAL AIRPORT
RIFLE, COLORADO
G1a id County - J
I
O\OLSSON
ASSOCIATES
Loa..., Co emrism 140 rn. +msm. ....,.m...s�
1.
•
• •
• • •
• • t
• t •
;4 •
• • 4
(l ♦ 1 L L < • • 4 • • • • • • • l
4 4 4 • b •
•
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fl • ♦ f • •
• t
r r tlf
4 4 !t f • •
4 4. s i :.i « p •
t a ♦ f 4
• 4
•' -fit • ♦ t ,, n,,, ,... ♦ • f • f < f
a
0 "8 ;RER
g� °a
3111
PERMANENT EROSION CONTROL PLAN
SCHEDULE I & II CENTER #3
RUNWAY 8/26 UPGRADE TO D —II STANDARDS
AIP 3 -08- 0048 -18
GARFIELD COUNTY REGIONAL AIRPORT
MAP
6•16 taltowno.
RIFLE, COLORADO REVISIONS
1G arfield . Coumrym.
O\OLSSON
ASSOCIATES
743. 720 M2.6017
I I
• f
-4
f f - f
< 4 4 4 l4 4
t t t
1
E f 4 4
4 F ` 4
•
< E •
i1
,la t t t t 1
I, e�ipl►+��0 ��� �. 7��;7y�y �:�- �:�i�p;1�,`a���``,�o�, �,��i!vs��'�`��s::h!a + + >!f!�
4 ,� i :�!�:.,�1:C°���0 `- �����:i�O�y i ' �; w O 4 !� `�a44. Gib i:•)-•44)4.8v � ��►� ��s��:� 4 E
yiife`f,i,: A. .��
,;?,; ! E E f f E f E E E
� 1 /
/
rn
PERMANENT EROSION CONTROL PLAN
SCHEDULE III
RUNWAY 8/26 UPGRADE TO D -II STANDARDS
AlP 3 -08- 0048 -18
GARFIELD COUNTY REGIONAL AIRPORT
RIFLE, COLORADO
a NO
,µ
Cy _OMOVIP
REVISIONS
De Garfield County
O\OLSSON
ASSOCIATES
/c:
sI
I.t
• 4
• ; • e • •
•
k • • t
•tt • I • I t • • •
d .j a Y
s i • 4 •
4
•
8887+
PERMANENT EROSION CONTROL PLAN
SCHEDULE W
RUNWAY 8/26 UPGRADE TO D -11 STANDARDS
AIP 3 -08- 0048 -18
--a
'NOON NOM, IMMIle
GARFIELD COUNTY REGIONAL AIRPORT
RIFLE, COLORADO
prs MIPII
REVISIONS
Garfeld CountyT1
O\OLSSON
ASSOCIATES
01CRAP JON1
SEE THIS 9E21
FOR DETAIL (119101)
OLAMNEI
CENTERLINE
TURF 1£A60RCEMENT NAT
24 LOW FLOW MANNE1
1 COLOR SHALL M LAN
EROSION CONTROL FABRIC (TYPICAL) M CHARNEL
BENCH AND ALL DISTURBED /CONSTRUCTED SLOES
4.1 OR STEEPER 0Ji90E LOW FLOW CHANNEL
(UNLESS OTHERWISE NO1E0)
WETLAND IIPLIND SEED EO k
SEED LVUND RBS
2' !ANNUM "--,
2_S
CENTER TURF RETMQTCEMENT
MAT AND ANCHOR RN N
CHANNEL BOTTOM
STEEL PR
(TYPICAL)
B GAUGE 12" LONG
STEEL STAPLE
(TYPICAL)
1. 1108 REINFORCEMENT MAT SHALL BE INSTALLED BY PLA0NO 1102
IN1UL DOWNSTREAM TRENCH ARO UNROLU'NG THE FABRIC IWSREAM.
2. 080901 0041801 FABRIC ALONG TIE CHANNEL BEN0115 SHALL BE
INSTALLED BY 11.4050 THE NIU,L 00WNSTREAM TRENCH AND UMCWNG
090 FABRIC UPSTREAM.
KEly TYPICAL DRY CREEK TURF REINFORCEMENT MAT & EROSION CONTROL FABRIC
CB Sco1e:1'.2'
EROSION CONTROL FABR: (MICR.) M CHANNEL
BENCH AND AAL 05NR8ED /CONSRIUCIW MOPES
1:1 OR STEEPER OU1000 OF AREAS NTH
CONCENTRATED ROW (UNLESS OTHERWISE ND1FD)
■u1
AREA FLATTER
THAN 1:1
OVERLAP MINT
ME WM SHEET
FOR WWI (TYPICAL)
TOP O4
AREA RATTER 1 4 4 48 1 4 4
.••. ` �/ IMOTUONAL TOP
OF SLOPE TRENCH
SEE DETAIN. M
MS SLEET
WI OR SREPER
SLOPE (AN0/OL MNERE
R MICA= ON EC PLANS)
B OAUIE 12. LONG MOIL
LOIm1L9NAL STEEL STARE EROSION CONTROL FABRIC KONG 510E SLOPES SHALL BE
TOE Cr SLOPE (TYPICAL) INSTALLED BY PLACING THE TOP OF SLOPE 1RENM FIRST,
1REH01 SEE AND THEN UHROL40 THE FABRI0 DOWN THE SLOPE.
. DETAIL 04 THIS SHEET
TYPICAL SIDE SLOPE EROSION CONTROL FABRIC
Scolxt' =Y
)RSTRFAM TFRMIMATION TRFNCH
D0 MAX FOB 11a4 r 50 COAX ie. ER05104 CORMS, FAEN0
• .1 �'N'YA %�
•(TY
PICAL)
00NNNRL/OO1,04SMEAM ORECIN4
2' NAB
1:LC(TYPICAL)
•
•
F� 5411LU) 1 (1'1P1CAL)
(A ;
ANCHORS
(TYPICAL)
0E0 RIOT NOTES'
1. IN AREAS O 1RM. CHEW SLOTS SHALL BE RIVALLED PERPENOCUAR TO PIE
DIREC140M O FLOW AT 30' 4AE OEiNERS AS MEASURED LONQM0NALLY IN THE
DOWNSTREAM ORECTON . HECK SLOTS ARE NOT NECESSARY AT OVERLAP JONES
2. N AREAS OE FR090N CONTROL FAUIBC, CHECK SLOTS SHALL 8F INSTALLED
PERPENOCLIM TO THE 00.111 4RECODN AT 50' LIAR COVERS AS MEASURED
1MO1110B1ALLY N ME DOWNAI DRECTOI. 0EOC SLOTS ARE NOT NECESSARY
AT ENE54AP JONTS.
KOK SIMULATED CHECK SLOT
Seolr.t'.2'
TURF RENPORO2ENT MAT
0R ER0904 WN1804 FABRIC
EROS. CONTROL FAB)C
OR TURF REINFORCEMENT MAT
-
STEEL STAPLE OR
STEEL PIN ANCHOR
(TYPICAL)
•
5' TYPICAL L
0' TYPM,AL
BD.)E£
1. 110E REINFORCEMENT MAT 91401 BE "STALLED BY
PLACN6 ME INSTAL DOWNSTREAM MUNCH AND
UNROLL/4G ME I'MMO UPSTREAM.
2 EROVON 00912401 FABRIC SPILL BE NSTALLDD BY
PL.0NG THE TOP O SLOPE 1NENCN FIRST, 410 THEJ.
UNROLUJG THE FAMDC DO'RTN ME SLOPE (UNLESS
REDICAIED OTHERWISE).
STAKING PATTERN FOR TRM & EROSION CONTROL FABRIC
SD1W:1 " =2'
r -1 ANCHOR TRENCH DETAILS FOR TURF REINFORCEMENT MAT & EROSION CONTROL FABRIC
glcSA Scala1'.2'
N O1J01TL01NAL TOP OF SLOPE 201(Qi
TOE OF SLOPE
COMPACTED
BAC16111 (To.)
%41
1
1.
SESE•E2. 2.5ER
\ QY
1340
SITED. RN
STEEL PIN ANCHOR
_L«1 SO4r.I2.1'
ANCHOR OR
(TYPICAL) �I
LQB(QTUOINA. TQF QF P),QPE (440900
[ISSUED FOR 81D I
z~ i
O`
f
NO 4.!
V 7
J 4 W:
6 OH
h 1
ti
1
1
dQ
041
N
40
a
PERMANENT EROSION CONTROL DETAILS
6844 6
110114.4 54
IP4BwU z
4*4 4 AB.: 008-2MI
448 news CO
DST
ECB
STATE OF COLORADO
COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT
AIR POLLUTION CONTROL DIVISION
TELEPHONE: (303) 692 -3150
CONSTRUCTION PERMIT
PERMIT NO: 09GA0666L
FINAL APPROVAL
DATE ISSUED: JUL 1 6 2009
ISSUED TO: KELLEY TRUCKING, INC.
THE SOURCE TO WHICH THIS PERMIT API'LIES IS DESCRIBED AND LOCATED AS FOLLOWS:
Land development project known as Garfield County Regional Airport — AIP Project No. 3 -08- 0048 -18,
located in Sec 13 14 T6S R93W, Garfield County, Colorado.
THE SPECIFIC EQUIPMENT OR ACTIVITY SUBJECT TO THIS PERMIT INCLUDES THE FOLLOWING:
Overlot grading and associated construction activities.
THIS PERMIT IS GRANTED SUBJECT TO ALL RULES AND REGULATIONS OF THE COLORADO AIR
QUALITY CONTROL COMMISSION AND THE COLORADO AIR POLLUTION PREVENTION AND CONTROL
ACT C.R.S. (25 -7 -101 et seq), TO THOSE GENERAL TERMS AND CONDITIONS INCLUDED IN THIS
DOCUMENT AND THE FOLLOWING SPECIFIC TERMS AND CONDITIONS:
1. The fugitive particulate emission control measures listed on the attached page (as proposed in the Fugitive
Dust Control Plan submitted to the Divi;.ion) shall be applied to the fugitive particulate emission producing
sources as required by Regulation No. 1.
2. This permit shall expire on December ;t1, 2010.
By:
)37„
B
Adam Wozniak R K Han "ock III, P.
Permit Engineer
AIRS ID: 046/0002/002
Unit Leader
Page 1 of 3
Kelley Trucking, Inc.
Permit No. 09GA0666L
Final Approval
Colorado Department of Public Health and Environment
Air Pollution Control Division
PARTICUL.ATE EMISSIONS CONTROL PLAN
THE FOLLOWING PARTICULATE EMISSIONS CONTROL MEASURES SHALL BE USED FOR ENFORCEMENT
PURPOSES ON THE SOURCES COVERED BY THIS PERMIT, AS REQUIRED BY THE AIR QUALITY
CONTROL COMMISSION REGULATION NO 1. THIS SOURCE IS SUBJECT TO THE FOLLOWING EMISSION
GUIDELINES:
a. All Activities - Visible emissions not to exceed 20 %, no off- property transport of visible emissions.
b. Haul Roads - No off- property transport of visible emissions shall apply to on -site haul roads, the nuisance
guidelines shall apply to off-site haul roads.
c. Haul Trucks - There shall be no off - property transport of visible emissions from haul trucks when operating on
the property of the owner or operator. There shall be no off- vehicle transport of visible emissions from the
material in the haul trucks when operating off of the property of the owner or operator.
Control Measures
1. All unpaved roads and other disturbed surface areas on site shall be watered as necessary to prevent off -
property transport of visible fugitive particulate emissions.
2. Vehicle speed on all unpaved roads and disturbed areas shall not exceed a maximum of 30 mph. Speed
limit signs shall be posted.
3. All disturbed soil shall be compacted on a daily basis to within 90% of maximum compaction.
4. All disturbed surface areas shall be rev€getated according to the information submitted by the applicant with
the permit application.
5. Surface area disturbed shall be minimized as described in the information submitted by the applicant with the
permit application.
6. Gravel entryways shall be utilized to prevent mud and dirt carryout onto paved surfaces. Any mud and dirt
carryout onto paved surfaces shall be cleaned up daily.
7. No earth work activities shall be performed when the wind speed exceeds 30 miles per hour.
8. All paving shall be completed by June 1, 2010.
AIRS ID: 046/0002/002 Page 2 of 3
Kelley Trucking, Inc.
Permit No. 09GA0666L
Final Approval
Colorado Department of Public Health and Environment
Air Pollution Control Division
GENERAL TERMS AND CONDITIONS: (IMPORTANT! READ ITEMS 5,6,7 AND 8)
This permit is issued in reliance upon the accuracy and completeness of information supplied by the applicant and is
conditioned upon conduct of the activity, or construction, installation and operation of the source, in accordance with
this information and with representations made by the applicant or applicant's agents. it is valid only for the
equipment and operations or activity specifically identified on the permit.
2. Unless specifically stated otherwise, the general and specific conditions contained in this permit have been
determined by the APCD to be necessary to assure compliance with the provisions of Section 25- 7- 114.5(7)(a),
C.R.S.
3. Each and every condition of this permit is a material part hereof and is not severable. Any challenge to or appeal of,
a condition hereof shall constitute a rejection of the entire permit and upon such occurrence, this permit shall be
deemed denied ab initio. This permit may be revoked at any time prior to final approval by the Air Pollution Control
Division (APCD) on grounds set forth in the Colorado Air Quality Control Act and regulations of the Air Quality Control
Commission (AQCC), including failure to meet any express term or condition of the permit. If the Division denies a
permit, conditions imposed upon a permit are contested by the applicant, or the Division revokes a permit the
applicant or owner or operator of a source may request a hearing before the AQCC for review of the Division's action.
4. This permit and any required attachments must be retained and made available for inspection upon request at the
location set forth herein. With respect to a portable source that is moved to a new location, a copy of the Relocation
Notice (required by law to be submitted to the APCD whenever a portable source is relocated) should be attached to
this permit. The permit may be reissued to a new owner by the APCD as provided in AQCC Regulation No. 3, Part B,
Section II.B. upon a request for transfer of ownership and the submittal of a revised APEN and the required fee.
5. Issuance (initial approval) of an emission permit does not provide "final" authority for this activity or operation of this
source. Final approval of the permit must be secured from the APCD in writing in accordance with the provisions of
25- 7- 114.5(12)(a) C.R.S. and AQCC Regulation No. 3, Part B, Section III.G. Final approval cannot be granted until
the operation or activity commences and has been verified by the APCD as conforming in all respects with the
conditions of the permit. If the APCD so determines, it will provide written documentation of such final approval,
which does constitute "final" authority to operate. Compliance with the permit conditions must be demonstrated
within 180 days after commencement of operation.
6. THIS PERMIT AUTOMATICALLY EXPIRES IF you (1) do not commence construction or operation within 18 months
after either the date of issuance of this permit or the date on which such construction or activity was scheduled to
commence as set forth in the permit, whichever is later; (2) discontinue construction for a period of 18 months or
more; or (3) do not complete construction within a reasonable time of the estimated completion date. Extensions of
the expiration date may be granted by the APCD upon a showing of good cause by the permittee prior to the
expiration date.
7. YOU MUST notify the APCD at least thirty days (fifteen days for portable sources) prior to commencement of
the permitted operation or activity. Failure to do so is a violation of Section 25- 7- 114.5(12)(a), C.R.S. and AQCC
Regulation No. 3, Part B, Section III.G.1., and can result in the revocation of the permit. You must demonstrate
compliance with the permit conditions within 180 days after commencement of operation as stated in condition 5.
8. Section 25- 7- 114.7(2)(a), C.R.S. require: that all sources required to file an Air Pollution Emission Notice (APEN)
must pay an annual fee to cover the costs of inspections and administration. If a source or activity is to be
discontinued, the owner must notify the Division in writing requesting a cancellation of the permit. Upon notification,
annual fee billing will terminate.
9. Violation of the terms of a permit or of the provisions of the Colorado Air Pollution Prevention and control Act or the
regulations of the AQCC may result in administrative, civil or criminal enforcement actions under Sections 25 -7 -115
(enforcement), -121 (injunctions), -122 (civil penalties), -122.1 (criminal penalties), C.R.S.
AIRS ID: 046/0002/002 Page 3 of 3
THE CITY OF RIFLE, COLORADO
CONCERNING THE APPLICATION FOR A WATERSHED DISTRICT PERMIT OF
BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO
GARFIELD COUNTY REGIONAL AIRPORT RUNWAY EXTENSION
FINDINGS OF NO IMPACT AND APPROVAL OF WATERSHED DISTRICT
PERMIT NO. 2 -09
I. BACKGROUND
1. The Board of County Commissioners, Garfield County, Colorado (the
"Applicant") applied to the City of Rifle (the "City ") for a watershed district permit to expand
the runway at the Garfield County Regional Airport within the City's Watershed District
jurisdiction generally shown on Exhibit A attached hereto and incorporated herein by this
reference (the "Project "). The Project is located in Sections 13 and 14, T6S, R93W, southwest
of the City and within five (5) miles of the City's Colorado River water intake structure. The
Project is funded by the Federal Aviation Administration and Garfield County, Colorado and is
shown on the construction plans prepared by Olsson Associates as AIP Project No. 3 -08- 0048 -18
dated July 9, 2009, and approved by the City August 25, 2009, as it may be amended (the "Plans
and Specifications "). The Project also includes the relocation of certain utility improvements
and the relocation of a portion of Airport Road and County Road 319. The Application was
submitted pursuant to City of Rifle Ordinance No. 22, Series of 1994, codified in Article II of
Chapter 13 of the Rifle Municipal Code and contained details for the construction of the Project
and proposed standards.
2. The City received a letter from Jeff Simonson, P.E. of Schmueser Gordon Meyer,
Inc. dated September 17, 2009 reviewing the Application (the "Simonson Letter "). The
Simonson Letter is attached hereto as Exhibit B and incorporated herein by this reference. The
Simonson Letter concluded that the activities related to the Project will not negatively impact the
City's waterworks or water supply so long as they are performed in compliance with the Plans
and Specifications.
II. FINDINGS OF FACT
3. The proposed activity is within the defined boundaries of the City's Watershed
District as defined in RMC § 13 -2 -20, specifically within five (5) miles of the City's Colorado
River municipal water diversion and intake structure. The proposed activities include extension
of the runway at the Garfield County Regional Airport, relocating water and sewer
improvements, and relocating a portion of Airport Road and County Road 319.
4. The Application filed by Garfield County is complete.
5. The City waived the application fee required under RMC § 13 -2 -110.
6. Based on the Simonson Letter, the City finds that the proposed activities on the
Property do not pose any risk to the watershed if proper Best Management Practices (BMPs) for
drainage control are in place as set forth in the Plans and Specifications, and therefore makes a
finding pursuant to Rifle Municipal Code 13- 2- 120(d) that the proposed activity will have No
Impact on the City's waterworks or water supply so long as BMPs are in place and practiced by
the Applicant.
III. CONCLUSIONS OF LAW AND ISSUANCE OF PERMIT
7. The foregoing Findings of Facts are incorporated herein by reference.
8. The City has jurisdiction over the proposed activity pursuant to RMC §13 -2 -20
and City of Rifle Ordinance No. 22, Series of 1994.
9. Based on the Simonson Letter, the City hereby determines that this decision shall
constitute a No Impact Watershed District Permit for the proposed extension of the runway at the
Garfield County Regional Airport pursuant to Rifle Municipal Code §13- 2- 120(d); provided the
Applicant practices BMPs as set forth in the Plans and Specifications to prevent any silt or other
contaminants from reaching the Colorado River and complies with the conditions contained in
the Simonson Letter.
10. A copy of this Permit shill be sent by certified mail, return receipt requested, to
the Applicant.
Effective September 18, 2009.
By
2
CITY OF RIFLE, COLORADO
lick Barth, City Engineer