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CLOUDBREAK
WWW.CLOUDBREAKENERGY.COM
TRC Companies, Inc.
'FR C 700 Highlander Blvd.
Ste. 210
A PARCEL OF LAND LOCATED IN THE SOUTHEAST 1 4 OF SECTION 23 TOWNSHIP 5 NORTH RANGE 65 WEST OF THE 6TH P.M. Arlington, TX 76015
.. Tel: 817 522-1000
/
www.trccompanies.com
COUNTY OF WELD, STATE OF COLORADO STAMP:
INTERIM REVIEW
LEGAL DESCRIPTION VICINITY MAP SITE DATA DOCUMENTS
NOT INTENDED FOR
THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF SECTION 23, TOWNSHIP 5 NORTH, RANGE 65 WEST LEGEND CASE #: USRXX-XXXX CONSTRUCTION, BIDDING,
OR PERMITTING PURPOSES
OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO. ZONE DISTRICT: A (AGRICULTURAL)
PROJECT LOCATION PROPERTY ADDRESS: TBD ALLYSON F.E.
WILLIAMSON,
LESS AND EXCEPT THAT PORTION THEREOF CONVEYED BY QUIT CLAIM DEED RECORDED co LIC. # 60360
OCTOBER 31, 2016 AT RECEPTION NO. 4249494 PROPERTY AREA: 79.54 AC
SOLAR ENERGY FACILITY AREA: 20.96 AC 4/18/23
LEASE AREA: 22.55 AC
L� SOILS: ALTVAN LOAM
ESTIMATED CONSTRUCTION LAND DISTURBANCE: 23 ACRES
F -
PROPERTY OWNER'S CERTIFICATION X Q
SOX 00
OoCX I -o
THE UNDERSIGNED PROPERTY OWNER(S) DO(ES) HEREBY AGREE TO THE SITE SPECIFIC SHEET INDEX U X Z
DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW DEVELOPMENT STANDARDS AS z X OU w
DESCRIBED HEREON PROJECT AREA uJ
DWG. NO. TITLE 0 cC (J) l °C
THIS DAY OF , 20 C-001 TITLE SHEET Z O D N
N
C-002 GENERAL NOTES N
C-003 PROPERTY & DISTANCE INFORMATION
C-101 EXISTING CONDITIONS
SIGNATURE - THOMAS & MARJORIE BROWN CR 54 -- CR 54 - C-102 PHASING PLAN
C-201 SITE PLAN
C-301 PRE DRAINAGE AREA MAP
C-302 POST DRAINAGE AREA MAP
oc C-401 GENERAL DETAILS I PROJECT NUMBER:
"
PLANNING COMMISSION CERTIFICATION C-402 GENERAL DETAILS II 516145
C-403 EROSION & SEDIMENT CONTROL NOTES
SHEET TITLE:
THIS IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED
AND DOES HEREBY RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERS, WELD N TITLE SHEET
COUNTY, COLORADO, FOR ITS CONFIRMATION, APPROVAL AND ADOPTION THIS SITE L// APPLICANT
SPECIFIC DEVELOPMENT PLAN
SHEET SIZE:
AND USE BY SPECIAL REVIEW AS SHOWN AND DESCRIBED HEREON CBEP SOLAR X, LLC ARCH "D"
THIS DAY OF , 20 PO BOX 1255 24" X 36" (610 x 914)
500 250 0 500 1000 STERLING, CO 80751 0 y2" 1"
ZACH BRAMMER
CHAIR, WELD COUNTY PLANNING COMMISSION SCALE 1" e 500' ZACH@CLOUDBREAKENERGY.COM ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
BOARD OF COUNTY COMMISSIONERS CERTIFICATION SURVEYOR NO. REVISION DATE INIT
GILLIANS LAND CONSULTANTS
THIS IS TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY, PO BOX 746538
COLORADO DOES HEREBY CONFIRM AND ADOPT THIS SITE SPECIFIC DEVELOPMENT ARVADA, CO 80006-6358
PLAN AND USE BY SPECIAL REVIEW AND THE DEVELOPMENT STANDARDS AS SHOWN (303) 972-6640
AND DESCRIBED HEREON
WWW.GILLIANSLC.COM
THIS DAY OF , 20
CHAIR, BOARD OF COUNTY COMMISSIONERS ENGINEER
Q
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N ATTEST: TRC ENGINEERS, INC. DATE: 4/18/23
N 700 HIGHLANDER BLVD, SUITE 210 DRAWN BY: TRC
M WELD COUNTY CLERK TO THE BOARD ARLINGTON, TX 76015 ENGINEER: AW
co APPROVED BY: ---
ALLYSON WILLIAMSON PROJECT PHASE:
AWILLIAMSON@TRCCOMPANIES.COM USR PLANS
DEPUTY CLERK TO THE BOARD
(504) 258-0791
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SITE SPECIFIC DEVELOPMENT PLAN
USE BY SPECIAL REVIEW PERMIT
DEVELOPMENT STANDARDS
THOMAS & MARJORIE BROWN, C/O CBEP SOLAR X, LLC
USRXX-XXXX
1. SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW PERMIT, USRXX-XXXX, IS FOR A SOLAR
ENERGY FACILITY (SEF) OUTSIDE OF SUBDIVISIONS AND HISTORIC TOWNSITES IN THE A (AGRICULTURAL)
ZONE DISTRICT, SUBJECT TO THE DEVELOPMENT STANDARDS HEREON.
2. APPROVAL OF THIS PLAN MAY CREATE A VESTED PROPERTY RIGHT PURSUANT TO SECTION 23-8-10 OF
THE WELD COUNTY CODE.
3. THE FACILITY IS UNMANNED AND WILL OPERATE YEAR-ROUND, ACCORDING TO THE APPLICATION
MATERIALS. LIMITED MAINTENANCE PERSONNEL MAY VISIT THE SITE ONCE OPERATIONAL.
4. THE PROPERTY OWNER OR OPERATOR SHALL PROVIDE WRITTEN EVIDENCE OF AN APPROVED
EMERGENCY ACTION AND SAFETY PLAN ON OR BEFORE MARCH 15TH OF ANY GIVEN YEAR SIGNED BY
REPRESENTATIVE FOR THE FIRE DISTRICT AND THE WELD COUNTY OFFICE OF EMERGENCY
MANAGEMENT TO THE DEPARTMENT OF PLANNING SERVICES.
5. HEIGHT LIMITATION. GROUND -MOUNTED SOLAR COLLECTORS SHALL NOT EXCEED 25 FEET IN HEIGHT,
MEASURED FROM THE HIGHEST NATURAL GRADE BELOW EACH SOLAR PANEL TO THE HIGHEST EXTENT
OF THE SOLAR PANEL ROTATION, PER SECTION 23-4-1030.C.1 OF THE WELD COUNTY CODE, AS
AMENDED.
6. GLARE. A SEF SHALL BE DESIGNED, LOCATED OR PLACED SO THAT CONCENTRATED SOLAR GLARE FROM
ITS SOLAR COLLECTORS WILL NOT BE DIRECTED TOWARD OR ONTO NEARBY PROPERTYIES OR
ROADWAYS AT ANY TIME OF THE DAY, PER SECTION 23-4-1030.C.2 OF THE WELD COUNTY CODE, AS
AMENDED.
7. SETBACKS. THE IMPROVED AREA OF THE SEF SHALL CONFORM TO THE SETBACK REQUIREMENTS OF THE
UNDERLYING ZONE. ADDITIONALLY, THE IMPROVED AREA MUST BE AT LEAST 500 FEET FROM EXISTING
RESIDENTIAL BUILDINGS AND RESIDENTIAL LOTS OF A PLATTED SUBDIVISION OR PLANNED UNIT
DEVELOPMENT. THE RESIDENTIAL SETBACK REQUIREMENT MAY BE REDUCED IF APPROPRIATE
SCREENING THROUGH LANDSCAPE OR AN OPAQUE FENCE IS INSTALLED, OR UPON SUBMITTAL TO WELD
COUNTY OF A WAIVER OR INFORMED CONSENT, SIGNED BY THE RESIDENCE OWNER, AGREEING TO THE
LESSER SETBACK. IF LANDSCAPE OR OPAQUE FENCING IS SUBSTITUTED FOR SETBACK, A LANDSCAPING
OR FENCING PLAN SHALL FIRST BE SUBMITTED TO AND APPROVED BY THE DEPARTMENT OF PLANNING
SERVICES, PER SECTION 23-4-1030.C.3 OF THE WELD COUNTY CODE, AS AMENDED.
8. DUST MITIGATION. THE OPERATORS OF THE SEF SHALL CONTINUOUSLY EMPLOY THE PRACTICES FOR
CONTROL OF FUGITIVE DUST DETAILED IN THEIR ACCEPTED DUST MITIGATION PLAN, PER SECTION
23-4-1030.C.4 OF THE WELD COUNTY CODE, AS AMENDED.
9. UNDERGROUND CABLES. ALL ELECTRICAL CABLES ON THE IMPROVED AREA SHALL BE BURIED, EXCEPT
FOR DIRECT CURRENT STRING WIRES THAT CONNECT BETWEEN SOLAR COLLECTORS, DIRECT CURRENT
COLLECTION CIRCUITS BETWEEN ROWS OF SOLAR ARRAYS THAT ARE NO MORE THAN FOUR (4) FEET
ABOVE GRADE CROSSINGS, SUBSTATIONS, SWITCHYARDS, AND CIRCUIT VOLTAGES GREATER THAN 34.5
KILOVOLTS (WHERE NECESSARY), PER SECTION 23-4-1030.C.5 OF THE WELD COUNTY CODE, AS
AMENDED.
10. FENCING. THE SEF SHALL BE ENCLOSED WITH A SECURITY FENCE AS APPROVED PURSUANT TO THE
FENCING PLAN. APPROPRIATE SIGNAGE SHALL BE PLACED UPON SUCH FENCING THAT WARNS THE
PUBLIC OF THE HIGH VOLTAGE THEREIN, PER SECTION 23-4-10430.C.6 OF THE WELD COUNTY CODE. ALL
SIGNS SHALL ADHERE TO THE ADOPTED WELD COUNTY SIGN CODE, AS AMENDED.
11. STORMWATER MANAGEMENT. THE OPERATOR OF THE SEF SHALL COMPLY WITH THE APPROVED FINAL
DRAINAGE REPORT AND THE REQUIRED STORM DRAINAGE CRITERIA PURSUANT TO CHAPTER 8, ARTICLE
XI OF THE WELD COUNTY CODE. GROUND -MOUNTED SOLAR COLLECTOR SYSTEMS SHALL BE EXEMPT
FROM IMPERVIOUS SURFACE CALCULATIONS IF THE SOIL UNDER THE COLLECTORS IS DESIGNATED
HYDROLOGIC A OR B SOIL GROUPS BY THE NATURAL RESOURCES CONSERVATION SERVICE, PER SECTION
23-4-1030.C.7 OF THE WELD COUNTY CODE, AS AMENDED.
12. EXISTING IRRIGATION SYSTEMS. THE NATURE AND LOCATION OR EXPANSION OF THE SEF MUST NOT
UNREASONABLY INTERFERE WITH ANY IRRIGATION SYSTEMS ON, OR ADJACENT TO, THE SOLAR FACILITY,
PER SECTION 23-4-1030.C.9 OF THE WELD COUNTY CODE, AS AMENDED.
13. THE SITE SHALL ADHERE TO THE ACCEPTED DECOMMISSIONING AND RECLAMATION PLAN. PER SECTION
23-4-1030.B.4.H OF THE WELD COUNTY CODE, AS AMENDED, WELD COUNTY SHALL HAVE THE RIGHT TO
DRAW UPON THE IRREVOCABLE STANDBY LETTER OF CREDIT, OR OTHER FORM OF FINANCIAL SECURITY,
TO PAY FOR DECOMMISSIONING IN THE EVEN T THAT THE HOLDER HAS NOT COMMENCED
DECOMMISSIONING AND RECLAMATION ACTIVITIES WITHIN 90 DAYS OF THE BOARD OF COUNTY
COMMISSIONERS' ORDER OR RESOLUTION DIRECTING DECOMMISSIONING/RECLAMATION.
14. THE SITE SHALL BE MAINTAINED IN ACCORDANCE WITH THE ACCEPTED PROPERTY MAINTENANCE PLAN.
15. THE
PROPERTY OWNER OR OPERATOR SHALL BE
RESPONSIBLE
FOR CONTROLLING NOXIOUS WEEDS ON
THE
SITE, PURSUANT TO CHAPTER 15, ARTICLE I
AND II, OF THE
WELD COUNTY CODE.
16. THE ACCESS TO THE SITE SHALL BE MAINTAINED TO MITIGATE ANY IMPACTS TO THE PUBLIC ROAD,
INCLUDING DAMAGES AND/OR OFF -SITE TRACKING.
17. ANY WORK THAT MAY OCCUPY AND/OR ENCROACH UPON ANY COUNTY RIGHTS -OF -WAY OR EASEMENT
SHALL REQUIRE AN APPROVED RIGHT-OF-WAY USE PERMIT PRIOR TO COMMENCEMENT.
18. THE PROPERTY OWNER SHALL COMPLY WITH ALL REQUIREMENTS PROVIDED IN THE EXECUTED ROAD
MAINTENANCE AGREEMENT.
19. THE HISTORICAL FLOW PATTERNS AND RUNOFF AMOUNTS ON THE SITE WILL BE MAINTAINED.
20. DURING CONSTRUCTION, ALL LIQUID AND SOLID WASTES (AS DEFINED IN THE SOLID WASTES DISPOSAL
SITES AND FACILITIES ACT, C.R.S. §30-20-100.5) SHALL BE STORED AND REMOVED FOR FINAL DISPOSAL
IN A MANNER THAT PROTECTS AGAINST SURFACE AND GROUNDWATER CONTAMINATION.
21. DURING CONSTRUCTION, NO PERMANENT DISPOSAL OF WASTES SHALL BE PERMITTED AT THIS SITE.
THIS IS NOT MEANT TO INCLUDE THOSE WASTES SPECIFICALLY EXCLUDED FROM THE DEFINITION OF A
SOLID WASTE IN SOLID WASTES DISPOSAL SITES AND FACILITIES ACT, C.R.S. §30-20-100.5.
22. DURING CONSTRUCTION, WASTE MATERIALS SHALL BE HANDLED, STORED, AND DISPOSED OF IN A
MANNER THAT CONTROLS FUGITIVE DUST, FUGITIVE PARTICULATE EMISSIONS, BLOWING DEBRIS, AND
OTHER POTENTIAL NUISANCE CONDITIONS. THE FACILITY SHALL OPERATE IN ACCORDANCE WITH
CHAPTER 14, ARTICLE I OF WELD COUNTY CODE.
23. FUGITIVE DUST AND FUGITIVE PARTICLE EMISSIONS SHALL BE CONTROLLED THROUGHOUT THE
DURATION OF CONSTRUCTION OF THE FACILITY.
24. DURING CONSTRUCTION, ADEQUATE TOILET FACILITIES AND HANDWASHING UNITS SHALL BE
PROVIDED. PORTABLE TOILETS SHALL BE SERVICED BY A CLEANER LICENSED IN WELD COUNTY, CONTAIN
HAND SANITIZERS, BE SCREEN FROM PUBLIC VIEW AND REMOVED WHEN CONSTRUCTION IS
COMPLETED.
25. THE OPERATION SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF STATE AND
FEDERAL AGENCIES AND THE WELD COUNTY CODE.
26. BUILDING PERMITS SHALL BE REQUIRED FOR ANY NEW CONSTRUCTION OR SETUP OF A
MANUFACTURED STRUCTURE (BUILDINGS AND/OR STRUCTURES), PER SECTION 29-3-10 OF THE WELD
COUNTY CODE. A BUILDING PERMIT APPLICATION MUST BE COMPLETED AND SUBMITTED. BUILDINGS
AND STRUCTURES SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 29 OF THE WELD COUNTY
CODE, AND THE ADOPTED CODES AT THE TIME OF PERMIT APPLICATION. CURRENTLY, THE FOLLOWING
HAVE BEEN ADOPTED BY WELD COUNTY: 2018 INTERNATIONAL BUILDING CODES, 2018 INTERNATIONAL
ENERGY CODE, AND 2020 NATIONAL ELECTRICAL CODE.
27. THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE DESIGN AND
OPERATION STANDARDS OF CHAPTER 23 OF THE WELD COUNTY CODE.
28. NECESSARY PERSONNEL FROM THE WELD COUNTY DEPARTMENTS OF PLANNING SERVICES, PUBLICS
WORKS, AND PUBLIC HEALTH AND ENVIRONMENT SHALL BE GRANTED ACCESS ONTO THE PROPERTY AT
ANY REASONABLE TIME IN ORDER TO ENSURE THE ACTIVITIES CARRIED OUT ON THE PROPERTY COMPLY
WITH THE CONDITIONS OF APPROVAL AND DEVELOPMENT STANDARDS STATED HEREIN AND ALL
APPLICABLE WELD COUNTY REGULATIONS.
29. THE USE BY SPECIAL REVIEW AREA SHALL BE LIMITED TO THE PLANS SHOWN HEREON AND GOVERNED
BY THE FOREGOING STANDARDS AND ALL APPLICABLE WELD COUNTY REGULATIONS. SUBSTANTIAL
CHANGES FROM THE PLANS OR DEVELOPMENT STANDARDS, AS SHOWN OR STATED, SHALL REQUIRE
THE APPROVAL OF AN AMENDMENT OF THE PERMIT BY THE WELD COUNTY BOARD OF COUNTY
COMMISSIONERS BEFORE SUCH CHANGES FROM THE PLANS OR DEVELOPMENT STANDARDS ARE
PERMITTED. ANY OTHER CHANGES SHALL BE FILED IN THE OFFICE OF THE DEPARTMENT OF PLANNING
SERVICES.
30. THE PROPERTY OWNERS OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL OF THE
FOREGOING DEVELOPMENT STANDARDS. NONCOMPLIANCE WITH ANY OF THE FOREGOING
DEVELOPMENT STANDARDS MAY BE REASON FOR REVOCATION OF THE PERMIT BY THE BOARD OF
COUNTY COMMISSIONERS.
31. CONSTRUCTION OR USE PURSUANT TO APPROVAL OF A USE BY SPECIAL REVIEW PERMIT SHALL BE
COMMENCED WITHIN THREE (3) YEARS FROM THE DATE OF APPROVAL, UNLESS OTHERWISE SPECIFIED
BY THE BOARD OF COUNTY COMMISSIONERS WHEN ISSUING THE ORIGINAL PERMIT, OR THE PERMIT
SHALL BE VACATED. THE DIRECTOR OF PLANNING SERVICES MAY GRANT AN EXTENSION OF TIME, FOR
GOOD CAUSE SHOWN, UPON A WRITTEN REQUEST BY THE LANDOWNER.
32. A USE BY SPECIAL REVIEW SHALL TERMINATE WHEN THE USE IS DISCONTINUED FOR A PERIOD OF THREE
(3) CONSECUTIVE YEARS, THE USE OF THE LAND CHANGES OR THE TIME PERIOD ESTABLISHED BY THE
BOARD OF COUNTY COMMISSIONERS THROUGH THE APPROVAL PROCESS EXPIRES. THE LANDOWNER
MAY NOTIFY THE DEPARTMENT OF PLANNING SERVICES OF A TERMINATION OF THE USE, OR PLANNING
SERVICES STAFF MAY OBSERVE THAT THE USE HAS BEEN TERMINATED. WHEN EITHER THE DEPARTMENT
OF PLANNING SERVICES IS NOTIFIED BY THE LANDOWNER, OR WHEN THE DEPARTMENT OF PLANNING
SERVICES OBSERVES THAT THE USE MAY HAVE BEEN TERMINATED, THE PLANNER SHALL SEND CERTIFIED
WRITTEN NOTICE TO THE LANDOWNER ASKING THAT THE LANDOWNER REQUEST TO VACATE THE USE
BY SPECIAL REVIEW PERMIT.
33. RIGHT TO EXTRACT MINERAL RESOURCES STATE: WELD COUNTY HAS SOME OF THE MOST ABUNDANT
MINERAL RESOURCES, INCLUDING, BUT NOT LIMITED TO, SAND AND GRAVEL, OIL, NATURAL GAS, AND
COAL. UNDER TITLE 34, OF THE COLORADO REVISED STATUTES, MINERALS ARE VITAL RESOURCES
BECAUSE (A) THE STATES COMMERCIAL MINERAL DEPOSITS ARE ESSENTIAL TO THE STATE'S ECONOMY;
(B) THE POPULOUS COUNTIES OF THE STATE FACE A CRITICAL SHORTAGE OF SUCH DEPOSITS; AND (C)
SUCH DEPOSITS SHOULD BE EXTRACTED ACCORDING TO A RATIONAL PLAN, CALCULATED TO AVOID
WASTE OF SUCH DEPOSITS AND CAUSE THE LEAST PRACTICABLE DISRUPTION OF THE ECOLOGY AND
QUALITY OF LIFE OF THE CITIZENS OF THE POPULOUS COUNTIES OF THE STATE. MINERAL RESOURCE
LOCATIONS ARE WIDESPREAD THROUGHOUT THE COUNTY AND PEOPLE MOVING INTO THESE AREAS
MUST RECOGNIZE THE VARIOUS IMPACTS ASSOCIATED WITH THIS DEVELOPMENT. OFTENTIMES,
MINERAL RESOURCE SITES ARE FIXED TO THEIR GEOGRAPHICAL AND GEOPHYSICAL LOCATIONS.
MOREOVER, THESE RESOURCES ARE PROTECTED PROPERTY RIGHTS AND MINERAL OWNERS SHOULD BE
AFFORDED THE OPPORTUNITY TO EXTRACT THE MINERAL RESOURCE.
34. THE WELD COUNTY RIGHT TO FARM STATEMENT, AS IT APPEARS IN SECTION 22-2-30.A.4 OF THE WELD
COUNTY CODE, SHALL BE PLACED ON THE MAP AND RECOGNIZED AT ALL TIMES.
CLOUDBREAK
WWW.CLOUDBREAKENERGY.COM
TRC Companies, Inc.
TRIC
700
Ste. Highlander Blvd.
210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
STAMP:
INTERIM REVIEW
DOCUMENTS
NOT INTENDED FOR
CONSTRUCTION, BIDDING,
OR PERMITTING PURPOSES
ALLYSON WILLIAMSON,
P.E.
CO LIC. # 60360
4/18/23
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PROJECT NUMBER:
516145
SHEET TITLE:
GENERAL NOTES
SHEET SIZE:
ARCH "D"
24"
X 36" (610 x 914)
o y2 1
ISSUED
FOR PERMITTING
NOT
FOR CONSTRUCTION
NO.
REVISION
DATE
INIT
DATE:
4/18/23
DRAWN BY:
TRC
ENGINEER:
AW
APPROVED BY:
---
PROJECT PHASE:
USR PLANS
SCALE:
NONE
SHEET NO.:
CLOUDBREAK
WWW.CLOUDBREAKENERGY.COM
TRC Companies, Inc.
TIRC
700
Ste. Highlander Blvd.
210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
STAMP:
INTERIM REVIEW
DOCUMENTS
NOT INTENDED FOR
CONSTRUCTION, BIDDING,
OR PERMITTING PURPOSES
ALLYSON WILLIAMSON,
P.E.
CO LIC. # 60360
4/18/23
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PROJECT NUMBER:
516145
SHEET TITLE:
PROPERTY & DISTANCE
INFORMATION
SHEET SIZE:
ARCH "D"
24"
X 36" (610 x 914)
o Y2» 1
ISSUED
FOR PERMITTING
NOT
FOR CONSTRUCTION
NO.
REVISION
DATE
INIT
DATE:
4/18/23
DRAWN BY:
TRC
ENGINEER:
AW
APPROVED BY:
---
PROJECT PHASE:
USR
PLANS
SCALE: 1" =
150'
SHEET NO.:
CLOUDBREAK
WWW.CLOUDBREAKENERGY.COM
TRC Companies, Inc.
700 Highlander Blvd.
/
TRC
Ste. 210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
STAMP:
INTERIM REVIEW
DOCUMENTS
NOT INTENDED FOR
CONSTRUCTION, BIDDING,
OR PERMITTING PURPOSES
ALLYSON WILLIAMSON,
P.E.
CO LIC. # 60360
4/18/23
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PROJECT NUMBER:
516145
SHEET
TITLE:
EXISTING
CONDITIONS
SHEET
SIZE:
ARCH
24"
X 36" (610 x 914)
o y2 1
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
NO.
REVISION
DATE
INIT
DATE:
4/18/23
DRAWN BY:
TRC
ENGINEER:
AW
APPROVED BY:
---
PROJECT PHASE:
USR
PLANS
SCALE:
1"=60'
SHEET NO.:
EX. HOUSE
a
C
0
0
C
0
I
N
EXISTING FEATURES PROPOSED FEATURES PROPOSED EROSION \\\
p CONTROL FEATURES
\\\
-- PROJECT PROPERTY - - - - 4606 - - - - MINOR CONTOURS GRAVEL ROAD \\\
ADJACENT PROPERTY SOILS BOUNDARY LINE X FENCE hiiIIhiiiIIhiiiIIhiiiIIhiiiIIhiiiIIhiiiIIhiiiIIhiiiIIhiiiIhhii GRASS SWALE \ \\
SOLAR LEASE AREA 52 SOILS CLASSIFICATION I I SOLAR ARRAY SILT FENCE \ \\
PROPERTY NUMBER UE UNDERGROUND ELECTRIC LINE OE OVERHEAD ELECTRIC LINE AGGREGATE VEHICLE \ \
RIGHT-OF-WAY OE OVERHEAD ELECTRICAL LINE TRACKING CONTROL 1
- - UE UNDERGROUND ELECTRIC LINE \
EASEMENT/SETBACK G UNDERGROUND GAS LINE (APPROX LOCATION) UTILITY POLE EX. HOUSE \
\\
CONCRETE V1I WATER LINE
\ \\
❑ EQUIPMENT PAD
- ASPHALT FIBER OPTIC LINE \
DIRT ROAD UTILITY POLE TRAFFIC FLOW ARROW \\
CONSTRUCTION PHASE 1
CULVERT FENCE EX. ABOVE GROUND
p CONSTRUCTION PHASE 2 \ \ GAS PIPELINES
-4685 - MAJOR CONTOURS
60' ROW APPROX LOCATION
BK 86, PG 273
OF PROP. PIPELINE
EX. EDGE OF ASPHALT
EX. DRAINAGE EX. FIBER OPTIC PER REC NO. 2012585 -
(3) EX. 24 EX. UTILITY POLE (TYP.) l _ _
STRUCTURE CORRUGATED PIPE - - - - - -
EX. METAL PIPE 30' WELD COUNTY ROAD 47
— r---- —-r-aaaaaa�a�-- ___--
BRIDGE
i�.r, sue— -- �— r-�-- r— -- r-�--aar- —ar�
tl V
-- -- -- -- _�--
4641
{ 464!1. 4644 4644 4643 X X X. 24 CX
_X/ II \\
EX. 12ii EX. OVERHEAD ELECTRIC LINE EX. SWALE EMP:P'PE
CORRUGATED PIPE i
EX. SWALE
SOUTH EDGE OF
EX. CONCRETE WALL
EX. FIELD ROAD
I
I
I
I
I
EX. 18"
CORRUGATED PIPE
— i — _ PROP. 10'x40' STORAGE
CONTAINER (2)
4643
YEX. 24" CORRUGATED PIPE
EX. FIELD ROAD EX. 48" RCP PIPE
60 30 0 60 120
SCALE : 1" = 60'
li
P'.
EX. ELECTRIC BOX (TYP.)
EX. WATER METER
I
EX. FIBER OPTIC
BOX (TYP.)
EX. ELECTRIC BOX (TYP.)
EX. WATER LINE
EX. BURIED PIPELINE
(APPROX LOCATION)
EX. EDGE OF
ASPHALT
60' ROW
BK 86, PG 273
PROP. GATE ACCESSIBLE
VIA KNOX PADLOCK OR
KNOX KEY SWITCH
PROP. OVERHEAD
ELECTRIC LINE
I I
I
EX. SIGN (TYP.)
CLOUDBREAK
WWW.CL0UDBREAKENERGY.00M
'
TRC Companies, Inc.
700 Highlander Blvd. 9
/ TRC
Ste. 210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
STAMP:
INTERIM REVIEW
DOCUMENTS
NOT INTENDED FOR
CONSTRUCTION, BIDDING,
OR PERMITTING PURPOSES
ALLYSON WILLIAMSON,
P.E.
CO LIC. # 60360
4/18/23
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PROJECT NUMBER:
516145
SHEET TITLE:
PHASING PLAN
SHEET SIZE:
ARCH
24"
X 36" (610 x 914)
0 y2» 1
ISSUED
FOR PERMITTING
NOT
FOR CONSTRUCTION
NO.
REVISION
DATE
INIT
DATE:
4/18/23
DRAWN BY:
TRC
ENGINEER:
AW
APPROVED BY:
---
PROJECT PHASE:
USR
PLANS
SCALE: 1"
= 60'
SHEET NO.:
EX. HOUSE
C
co
M
N
O
N
r
0
0
C
0
0
a
10
rn
r
0
0
EXISTING FEATURES
PROJECT PROPERTY - - - - 4686 - - - - MINOR CONTOURS
ADJACENT PROPERTY SOILS BOUNDARY LINE
SOLAR LEASE AREA 52 SOILS CLASSIFICATION
1 PROPERTY NUMBER UE UNDERGROUND ELECTRIC LINE
RIGHT-OF-WAY OE OVERHEAD ELECTRICAL LINE
EASEMENT/SETBACK G UNDERGROUND GAS LINE (APPROX LOCATION)
CONCRETE W WATER LINE
ASPHALT FIBER OPTIC LINE
DIRT ROAD UTILITY POLE
CULVERT FENCE
-4685 - MAJOR CONTOURS
EX. DRAINAGE
STRUCTURE
EX. METAL PIPE
BRIDGE
EX. 12"
CORRUGATED PIPE
EX. WATER VALVE -
EX. FENCE
20'PROPERTY
SETBACK (TYP.)
EX. SWALE
SOUTH EDGE OF
EX. CONCRETE WALL
EX. FIELD ROAD
EX. EDGE OF ASPHALT
(3) EX. 24"
CORRUGATED PIPE
30'
PROPOSED FEATURES
GRAVEL ROAD
X FENCE
SOLAR ARRAY
OE OVERHEAD ELECTRIC LINE
UE UNDERGROUND ELECTRIC LINE
UTILITY POLE
EQUIPMENT PAD
TRAFFIC FLOW ARROW
60' ROW
PROPOSED EROSION
CONTROL FEATURES
II uI •.
RI=r_I=1=71=1=7 71=71' if_1k
• • • • • •
%,,,,,,,,,;I /• • • • • •
NOTES
1. PROPOSED MAIN ACCESS GATE TO SOLAR FARM. EMERGENCY
CONTACT SIGN POSTED INCLUDING PROJECT OWNER, OPERATIONS,
AND MAINTENANCE CONTRACTOR. ELECTRICAL HAZARD SIGNS
POSTED SEE DETAIL SHEET C-401.
I 60 30 0 60 120
' I SCALE \\\ H : 1" = 60'
EX. HOUSE
1\
I Li
EX. ELECTRIC BOX (TYP.)
\\
EX. ABOVE GROUND
\ GAS PIPELINES
BK 86, PG 273
APPROX LOCATION \'\ r H:_t
OF PROP. PIPELINE
PER REC NO. 2012585
EX. FIBER OPTIC EX. 24" CMP PIPE -.
EX. UTILITY POLE (TYP.) WELD COUNTY ROAD 47
4644 4644 4644 L;. 4,13
X X v X
4b4 —X X EX. SWALE \
PROP FENCE EX. OVERHEAD ELECTRIC LINE
29' PAN EL TO FENCE
464
(VARIES, MIN 15') EX. GUY WIRE (TYP.)
4642
EX. 4' CONCRETE
ii ii ii ii CHANNEL
ii ii ii ii ii
A,cm
r,,;
PROP 26' W GRAVEL EX. SWALE
ACCESS ROAD
II
11+00 0
0 10+00 9+00 8+00 7+00 6+00 5+00
3n 3n 3n 3n 3n 3n 3LU
R28' (TYP.)
0
PROP EQUIPMENT _
Ii o PAD (TYP.)
w
D
I
,,_,,______________ ______________,,_,,,,______________ 0
0
0
wl
EX. OVERHEAD
ELECTRIC LINE
EX. BURIED PIPELINE
(APPROX LOCATION) PROP UNDERGROUND
C ELECTRIC II 0
20' PANEL ROW _�
SPACING (TYP.)
PROP. STAGING
AREA
I
PROP. TEMP
CONSTRUCTION TRAILER
0
27' PANELTO FENCEII II_II
(VARIES, MIN 15')
EX. BURIED PIPELINE
ty (APPROX LOCATION) ❑
v 1
I.
I
I
I
EX. 18"
CORRUGATED PIPE
G
4643
4643
EX. FIELD ROAD
PROP. 40' EASEMENT
_ PROP. 10'x40' STORAGE
CONTAINER (2)
AMS
EX. 24" CORRUGATED PIPE J
EX. 48" RCP PIPE
0
0
EX. WATER METER
EX. FIBER OPTIC
BOX (TYP.)
EX. ELECTRIC BOX (TYP.)
EX. WATER LINE
EX. BURIED PIPELINE
(APPROX LOCATION)
EX. EDGE OF
ASPHALT
30'
60' ROW
BK 86, PG 273
LJzJ
I I
SEE NOTE 1
I
PROP. OVERHEAD
ELECTRIC
I I
EX. SIGN (TYP.)
I
ii
I I
CLOUDBREAK
WWW.CLOUDBREAKENERGY.COM
TRC Companies, Inc.
9
700 Highlander Blvd.TRC
/
Ste. 210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
STAMP:
INTERIM REVIEW
DOCUMENTS
NOT INTENDED FOR
CONSTRUCTION, BIDDING,
OR PERMITTING PURPOSES
ALLYSON WILLIAMSON,
P.E.
CO LIC. # 60360
4/18/23
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PROJECT NUMBER:
516145
SHEET TITLE:
SITE PLAN
SHEET SIZE:
ARCH
24"
X 36" (610 x 914)
0 y2» 1
ISSUED
FOR PERMITTING
NOT
FOR CONSTRUCTION
NO.
REVISION
DATE
INIT
DATE:
4/18/23
DRAWN BY:
TRC
ENGINEER:
AW
APPROVED BY:
---
PROJECT PHASE:
USR
PLANS
SCALE: 1"
= 60'
SHEET NO.:
CLOUDBREAK
WWW.CLOUDBREAKENERGY.COM
TRC Companies, Inc.
700 Highlander Blvd.
/ TRC
Ste. 210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
STAMP:
INTERIM REVIEW
DOCUMENTS
NOT INTENDED FOR
CONSTRUCTION, BIDDING,
OR PERMITTING PURPOSES
ALLYSON WILLIAMSON,
P.E.
CO LIC. # 60360
4/18/23
F
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PROJECT NUMBER:
516145
SHEET TITLE:
PRE DRAINAGE AREA
MAP
SHEET SIZE:
ARCH
24"
X 36" (610 x 914)
o y2 1
ISSUED
FOR PERMITTING
NOT
FOR CONSTRUCTION
NO.
REVISION
DATE
INIT
DATE:
4/18/23
DRAWN BY:
TRC
ENGINEER:
AW
APPROVED BY:
---
PROJECT PHASE:
USR
PLANS
SCALE:
1"=80'
SHEET NO.:
- - DP -A
PROP GRASS SWALE
M
N
O
N
0
0 O
d
N
O
a
10
rn
Post -development Runoff Calculation Parameters
Drainage
Weighted Runoff
Rainfall Intensity,
% Added Impervious area
Area, A (ac)
AreaCoefficient,
C
I (in/hr)
(impervious ac/total ac)
A
24.80
0.3643
5.58
3%
100 -year Runoff Calculation Results
Pre -development
Post -development
Drainage
DIFFERENCE
Peak Flow Rate
Peak Flow Rate
Area
(CFS)
(cfs)
(cfs)
A
49.84
50.44
0.60
\\\ LEGEND
DRAINAGE AREA
X.XX AC
WELD COUNTY ROAD 47 rO--
OE OE OE G� yr OE OE OE
DRAINAGE POINT
DRAINAGE AREA
BOUNDARY
FLOW ARROW
60 30 0 60 120
SCALE 1" = 60'
I
L
- . k.\:H
I
i
T X Xt
7 ' _ X
464
ii ii ii ii ii
i I X /
I
P
Ii
17 0
II I�
I0
III
I
U
I I (91U -1
- PROP 26' W GRAVEL ACCESS ROAD U . 1
I II II I
3n 3n 3n 3n 3n 3n 3,7
of
PROP CONCRETE PAD
ol`
I II II II
O
\ " " ''________________
c -
D —
4643 ' ' 4644
__ ii
II ILCI
I-
:111 Z
O
U
D
]� W
I
CLOUDBREAK
WWW.CLOUDBREAKENERGY.COM
TRC Companies, Inc.
700 Highlander Blvd.
/ TRC
Ste. 210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
STAMP:
INTERIM REVIEW
DOCUMENTS
NOT INTENDED FOR
CONSTRUCTION, BIDDING,
OR PERMITTING PURPOSES
ALLYSON WILLIAMSON,
P.E.
CO LIC. # 60360
4/18/23
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PROJECT NUMBER:
516145
SHEET TITLE:
POST
DRAINAGE AREA
MAP
SHEET SIZE:
ARCH
24"
X 36" (610 x 914)
0 y2» 1
ISSUED
FOR PERMITTING
NOT
FOR CONSTRUCTION
NO.
REVISION
DATE
INIT
DATE:
4/18/23
DRAWN BY:
TRC
ENGINEER:
AW
APPROVED BY:
---
PROJECT PHASE:
USR
PLANS
SCALE:
1"=80'
SHEET NO.:
CLOUDBREAK
WWW.CLOUDBREAKENERGY.COM
�
TRC Companies, Inc.
700 Highlander Blvd.
TIR
c Ste. 210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
STAMP:
INTERIM REVIEW
DOCUMENTS
NOT INTENDED FOR
CONSTRUCTION, BIDDING,
OR PERMITTING PURPOSES
ALLYSON WILLIAMSON,
P.E.
CO LIC. # 60360
4/18/23
F
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PROJECT NUMBER:
516145
SHEET TITLE:
GENERAL DETAILS I
SHEET SIZE:
ARCH "D"
24"
X 36" (610 x 914)
o y2 1
ISSUED
FOR PERMITTING
NOT
FOR CONSTRUCTION
NO.
REVISION
DATE
INIT
DATE:
4/18/23
DRAWN BY:
TRC
ENGINEER:
AW
APPROVED BY:
---
PROJECT PHASE:
USR PLANS
SCALE:
NONE
SHEET NO.:
CLOUDBREAK
WWW.CLOUDBREAKENERGY.COM
TRC Companies, Inc.
700 Highlander Blvd.
/ TRC
Ste. 210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
STAMP:
INTERIM REVIEW
DOCUMENTS
NOT INTENDED FOR
CONSTRUCTION, BIDDING,
OR PERMITTING PURPOSES
ALLYSON WILLIAMSON,
P.E.
CO LIC. # 60360
4/18/23
F
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PROJECT NUMBER:
516145
SHEET TITLE:
GENERAL
DETAILS II
SHEET SIZE:
ARCH
24"
X 36" (610 x 914)
o y2 1
ISSUED
FOR PERMITTING
NOT
FOR CONSTRUCTION
NO.
REVISION
DATE
INIT
DATE:
4/18/23
DRAWN BY:
TRC
ENGINEER:
AW
APPROVED BY:
---
PROJECT PHASE:
USR PLANS
SCALE:
NONE
SHEET NO.:
EROSION CONTROL NOTES
PROJECT DESCRIPTION GENERAL NOTES
THE PROJECT INVOLVES THE CONSTRUCTION OF A PHOTOVOLTAIC SOLAR PANEL SYSTEM WITH ALL RELATED ACCESS 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PERFORMED IN ACCORDANCE WITH THE "URBAN STORM
ROADS, UTILITIES, SITE PREPARATION, DEMOLITION, AND EROSION AND SEDIMENTATION CONTROL MEASURES. THE DRAINAGE CRITERIA MANUAL" (LATEST REVISION).
PROJECT IS LOCATED NORTH EAST OF GREELEY, COLORADO. THE PROJECT WILL OCCUPY APPROXIMATELY 20.96 ACRES.
2. ALL DISTURBED AREAS SHALL BE KEPT TO A MINIMUM. FINAL GRADING AND RESTORATION SHALL BE ACCOMPLISHED
WATER EROSION CONTROL MEASURES AS SOON AS PRACTICAL.
EROSION AND SEDIMENT CONTROL MEASURES SHALL CONSIST OF GEOTEXTILE FABRIC, PERMANENT SEED MIXTURE, 3. EROSION AND SEDIMENT CONTROL STRUCTURES SHALL BE INSTALLED PRIOR TO SITE WORK. IF IT IS NOT POSSIBLE TO
EROSION CONTROL BLANKET, WATERPROOF PLASTIC MEMBRANE, FILTER SOCKS, OR A WOVEN FABRIC (SILT FENCE). ALL DO SO, THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN ORDER TO MAINTAIN THE INTEGRITY OF DESIGN.
MATERIAL SHALL BE NEW AND FREE FROM DEFECTS THAT WOULD COMPROMISE THE EFFECTIVENESS OF THE CONTROL
MEASURES, AFTER COMPLETION, ALL MATERIAL SHALL BE DISPOSED OF PROPERLY. LOCATION OF EROSION AND SEDIMENT 4. EROSION CONTROLS SHALL REMAIN IN PLACE AND BE MAINTAINED FOR THE DURATION OF THE PROJECT TO LIMIT THE
CONTROL STRUCTURES CAN BE SEEN ON THE SITE PLAN (SEE LEGEND FOR CONTROL STRUCTURE SYMBOL). NOTE: ALL MOVEMENT OF SILTATION AND SEDIMENTS FROM ENTERING EXISTING DRAINAGE SYSTEMS OR FROM LEAVING THE
WATER CONTROL MEASURES ARE LOCATED DOWN -GRADIENT FROM DISTURBED STREET. IF TOPSOIL IS TO BE STORED IN PARCEL. ANY ACCUMULATED SEDIMENTS ARE TO BE REMOVED FROM THE EROSION CONTROLS AND DISPOSED OF
AN AREA NOT SHOWN ON THE SITE PLAN, DUE TO UNFORESEEN EVENTS, PRIOR TO STORING, THE DOWN -GRADIENT PROPERLY. ADDITIONALLY, ALL EROSION CONTROLS ARE TO BE INSPECTED AFTER A STORM EVENT AND THE
PERIMETER OF THE STORAGE AREA SHALL BE PROPERLY PROTECTED PER THE SPECIFICATIONS DETAILED ON THIS PLAN. CONTROLS REPLACED OR ARMORED AS NECESSARY AND ACCUMULATED SEDIMENTS REMOVED.
WIND EROSION CONTROL MEASURES
DURING DRY WEATHER CONDITIONS, DISTURBED AREAS SHALL BE PROTECTED AGAINST WIND EROSION, DUSTY AREAS
SHALL BE SPRAYED WITH WATER TO PREVENT WIND-BORNE PARTICLES.
CONSTRUCTION LITTER CONTROL
DURING CONSTRUCTION, ALL WRAPPINGS, BOXES, SCRAPS OF BUILDING MATERIAL, AND OTHER LITTER ITEMS SHALL BE
DISPOSED OF PROPERLY BY USE OF A DUMPSTER OR CARTED AWAY. THE SITE SHALL BE INSPECTED AND CLEANED DAILY
DURING CONSTRUCTION.
TYPICAL CONSTRUCTION SEQUENCE
PRIOR TO THE DEVELOPMENT OF THE PARCEL, EROSION AND SEDIMENT CONTROL STRUCTURES SHALL BE INSTALLED AS
SHOWN ON PLAN. A TYPICAL SEQUENCE OF DEVELOPMENT IS:
5. ADDITIONAL EROSION CONTROLS ARE TO BE UTILIZED AS NECESSARY AND AS DIRECTED BY THE OWNER'S
REPRESENTATIVE TO LIMIT SEDIMENTS FROM DISCHARGING TO ADJACENT PROPERTIES OR INTO EXISTING DRAIN
SYSTEMS.
6. A RESERVE AMOUNT OF EROSION CONTROLS ARE TO BE KEPT ON -SITE AT ALL TIMES.
7. CONTRACTOR SHALL
PERFORM CONSTRUCTION
SEQUENCING SUCH
THAT EARTH MATERIALS ARE EXPOSED FOR A
MINIMUM AMOUNT
OF TIME BEFORE THEY ARE
COVERED, SEEDED
OR OTHERWISE STABILIZED TO PREVENT EROSION.
8. TEMPORARY STOCKPILING OF MATERIALS RELATED TO THE CONSTRUCTION ACTIVITIES ARE TO BE PROPERLY
STABILIZED, PROTECTED AND DEMARCATED TO LIMIT MOVEMENT OF MATERIAL INTO STORM DRAIN SYSTEM OR ON
TO ADJACENT PARCELS.
9. REFUELING AND ANY WORK ASSOCIATED WITH THE MAINTENANCE OF CONSTRUCTION EQUIPMENT TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE REGULATIONS.
1. PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL 10. THE AREAS OF CONSTRUCTION SHALL REMAIN IN A STABLE CONDITION AT THE CLOSE OF EACH CONSTRUCTION DAY.
INSTALL, EROSION CONTROL MEASURES AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, EROSION CONTROLS SHALL BE CHECKED AT THIS TIME AND MAINTAINED OR REINFORCED IF NECESSARY.
NOTIFY TOWN OFFICIALS OF CONSTRUCTION COMMENCEMENT, AND SUBMIT CONSTRUCTION TIMETABLE.
11. UTILIZE APPROPRIATE DEWATERING SYSTEMS AND TECHNIQUES TO MAINTAIN THE EXCAVATED AREA SUFFICIENTLY
2. ON -SITE CONSTRUCTION SEQUENCE SHALL START WITH THE MINIMUM AMOUNT OF CLEARING REQUIRED TO INSTALL DRY FROM GROUNDWATER AND/OR SURFACE RUNOFF SO AS NOT TO ADVERSELY AFFECT CONSTRUCTION
EROSION CONTROL MEASURES AS SHOWN ON PLAN. THIS INCLUDES, SILTATION FENCING, ANTI -TRACK PADS PROCEDURES OR CAUSE EXCESSIVE DISTURBANCE OF UNDERLYING NATURAL GROUND.
(STABILIZED CONSTRUCTION ENTRANCE), AND OTHER MEASURES NOTED ON THE PLAN. NO WORK SHALL TAKE PLACE
UNTIL THE OWNER'S REPRESENTATIVE HAS INSPECTED AND APPROVED INSTALLED MEASURES. CONSTRUCTION SHALL 12. WATER FROM THE TRENCHES AND EXCAVATIONS SHALL BE DISPOSED OF IN SUCH A MANNER AS TO AVOID PUBLIC
START ON THE DOWNGRADIENT SIDE OF THE PROPERTY AND WORK UPWARD TO EXTENT PRACTICABLE. AFTER NUISANCE, INJURY TO PUBLIC HEALTH OR THE ENVIRONMENT, DAMAGE OR PUBLIC OR PRIVATE PROPERTY, OR
EROSION CONTROL MEASURES ARE INSTALLED THE TYPICAL SEQUENCE SHALL BE AS FOLLOWS: DAMAGE TO PUBLIC OR PRIVATE PROPERTY, OR DAMAGE TO THE WORK COMPLETED OR IN PROGRESS. DO NOT
DISCHARGE WATER INTO ANY SANITARY SEWER SYSTEM. SILTATION BARRIERS SHALL BE UTILIZED AS NECESSARY.
a. REMOVE VEGETATION FROM PROPOSED DEVELOPMENT AREA. ALL STUMPS AND WOOD SHALL BE TAKEN WATER FROM TRENCHES AND EXCAVATIONS SHALL NOT BE DISCHARGED DIRECTLY TO STORM DRAIN SYSTEMS.
OFF -SITE AND DISPOSED ACCORDINGLY. PROPER TREATMENT TO A SEDIMENTATION AREA IS TO TAKE PLACE PRIOR TO DISCHARGE TO ANY DRAINAGE SYSTEMS.
b. STOCKPILING OF WOOD CHIPS MIXED WITH VERY LIMITED AMOUNTS OF TOP SOIL (E.G. 1 TO 2 INCHES) MAY 13. THE CONTRACTOR SHALL REPAIR ANY DAMAGE RESULTING FROM THE FAILURE OF THE DEWATERING OPERATIONS OR
OCCUR TEMPORARILY AND WILL BE STABILIZED AND SURROUNDED WITH SILT FENCE. FROM FAILURE TO MAINTAIN THE AREAS OF WORK IN SUITABLE DRY CONDITION.
c. PROCEED WITH ALL WORK DEPICTED ON THE DEMOLITION PLAN. 14. PRECAUTIONS SHALL BE TAKEN TO PROTECT NEW WORK FROM FLOODING DURING STORMS OR FROM OTHER CAUSES.
GRADING IN THE AREAS SURROUNDING ALL EXCAVATIONS SHALL BE PROPERLY SLOPED TO PREVENT WATER FROM
d. PREPARE AND COMPACT SUBGRADE AND INSTALL DRAINAGE (IF ANY) IN ACCORDANCE WITH "GRADING PLAN RUNNING INTO THE EXCAVATED AREA OR TO ADJACENT PROPERTIES, WHERE REQUIRED, TEMPORARY DITCHES SHALL
AND STORMWATER MANAGEMENT PLAN". BE PROVIDED FOR DRAINAGE. UPON COMPLETION OF THE WORK AND WHEN DIRECTED, ALL AREAS SHALL BE
RESTORED IN A SATISFACTORY MANNER AND AS DIRECTED.
e. EXCAVATE SOIL TO THE DEPTH NECESSARY TO CONSTRUCT GRAVEL ACCESS ROAD.
f. INSTALL CONCRETE UTILITY PADS, FOOTINGS, PHOTOVOLTAIC PANELS, UTILITY POLES, OVERHEAD ELECTRIC,
ELECTRICAL CONDUITS, FENCE AND GATES.
g. INSTALL EROSION CONTROL MATTING ON ALL SLOPES OF 3:1 OR GREATER (IF ANY), THEN SEED AND MULCH PER
THE REVEGETATION PLAN PROVIDED ON THIS SHEET.
h. LOAM AND SEED ALL REMAINING DISTURBED AREAS.
REMOVE ALL EROSION AND SEDIMENT STRUCTURES AFTER FINAL ACCEPTANCE. IF STABILIZATION DOES NOT
OCCUR (INCLUDING DUE TO SEASONAL CONDITIONS) IN ALL AREAS BEFORE CONTRACTOR HAS SATISFIED ALL
OTHER CONDITIONS TO FINAL ACCEPTANCE, CONTRACTOR SHALL PROVIDE A PLAN (INCLUDING APPROPRIATE
PERFORMANCE ASSURANCES) TO THE OWNER'S REPRESENTATIVE TO REMOVE SUCH EROSION CONTROL
MEASURES AFTER STABILIZATION (AND ALLOWING CONTRACTOR TO ACHIEVE FINAL ACCEPTANCE), FOR
ACCEPTANCE IN THE SOLE AND ABSOLUTE DISCRETION BY THE OWNER'S REPRESENTATIVE.
DURING THIS TIME ALL EROSION AND SEDIMENT STRUCTURES SHALL BE MAINTAINED IN PROPER WORKING ORDER.
DISTURBED AREAS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY TAKE PLACE WHERE IMMEDIATELY REQUIRED TO
FURTHER CONSTRUCTION. IT IS DESIRABLE FROM AN EROSION PREVENTION CONCERN TO MINIMIZE DISTURBED AREAS.
FINAL GRADING AND SEEDING SHALL TAKE PLACE AS SOON AS PRACTICAL.
A RAIN GAUGE SHALL BE PLACED AT THE PROJECT IN A WORKABLE LOCATION AND MONITORED DURING RAINFALL PERIODS
UNTIL ALL DISTURBED AREAS ARE STABILIZED. IN THE EVENT THERE IS A RAINFALL GREATER THAN %" IN A 12 HOUR PERIOD,
ALL EROSION CONTROL MEASURES SHALL BE CHECKED AND REPAIRED AS REQUIRED. IF NO RAIN GAUGE IS USED, ALL
EROSION CONTROL MEASURES SHALL BE CHECKED AFTER ALL RAINFALL EVENTS.
AN INSPECTION
FORM
SHALL BE
PROVED TO THE CONTRACTOR BY THE OWNER'S REPRESENTATIVE TO BE FILLED OUT EVERY
WEEK OR AFTER
EACH
RAINFALL
EVENT OF 1/2" OR GREATER.
MULCH
MULCH SHALL CONSIST OF STRAW. IT SHALL BE APPLIED AT A RATE OF 1.5 - 2.0 TONS PER ACRE, OR 70- TO 90 POUNDS
(1-1/2 - 2 BALES) PER 1000 SQUARE FEET (31.6' X 31.6'). ALL MULCH MATERIAL SHALL BE FREE FROM WEEDS AND COARSE
MATTER. ALL REQUIRED GRADING SHALL BE COMPLETE PRIOR TO PLACEMENT OF MULCH. APPLICATION OF MULCH
MATERIAL SHALL BE BY HAND OR MACHINE AND UNIFORM IN THICKNESS. MULCH MATERIAL SHALL BE ANCHORED
IMMEDIATELY AFTER APPLICATION TO MINIMIZE WINDBLOWN DISTURBANCE. ANCHORING SHALL BE BY MECHANICAL
DEVICE OR LIQUID MULCH BINDER DURING MULCH APPLICATION.
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15. ALL PIPELINES OR STRUCTURES NOT STABLE AGAINST UPLIFT DURING CONSTRUCTION OR PRIOR TO COMPLETION
SHALL BE THOROUGHLY BRACED OR OTHERWISE PROTECTED.
16. DO NOT EXCAVATE UNTIL THE DEWATERING SYSTEM IS OPERATIONAL AND THE EXCAVATION MAY PROCEED WITHOUT
DISTURBANCE TO THE FINAL SUBGRADE.
17. UNLESS OTHERWISE SPECIFIED, CONTINUE DEWATERING UNINTERRUPTED UNTIL THE STRUCTURES, PIPES, AND
APPURTENANCES TO BE BUILT HAVE BEEN PROPERLY INSTALLED, WHERE SUBGRADE MATERIALS ARE UNABLE TO MEET
THE SUBGRADE DENSITY REQUIREMENTS DUE TO IMPROPER DEWATERING TECHNIQUES, REMOVE AND REPLACE THE
MATERIALS AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
18. ALL RUNOFF FROM THE DISTURBED AREA SHALL BE CONTROLLED AND FILTERED. NON -WOVEN SYNTHETIC FIBER
FILTER FABRIC, HAY BALES OR SILTATION FENCE SHALL BE USED IN THE AREAS SHOWN ON THE SITE PLAN AND
INSTALLED AS SHOWN OF THIS PLAN.
19. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF SEDIMENT AND EROSION CONTROL MEASURES. THIS
RESPONSIBILITY INCLUDES THE ACQUISITION OF MATERIALS, INSTALLATION, AND MAINTENANCE OF EROSION AND
SEDIMENT STRUCTURES. THE COMMUNICATION AND DETAILED EXPLANATION TO ALL PEOPLE INVOLVED IN THE SITE
WORK OF THE REQUIREMENTS AND OBJECTIVE OF THE EROSION AND SEDIMENT CONTROL MEASURES.
20. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY PROPOSED ALTERATION TO THE EROSION AND SEDIMENT
CONTROL PLAN PRIOR TO ALTERING, IN ORDER TO ENSURE THE FEASIBILITY OF THE ADDITION, SUBTRACTION, OR
CHANGE IN THE PLAN.
CLOUDBREAK
WWW.CLOUDBREAKENERGY.COM
TRC Companies, Inc.
TIRC
700
Ste. Highlander Blvd.
210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
STAMP:
INTERIM REVIEW
DOCUMENTS
NOT INTENDED FOR
CONSTRUCTION, BIDDING,
OR PERMITTING PURPOSES
ALLYSON WILLIAMSON,
P.E.
CO LIC. # 60360
4/18/23
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PROJECT NUMBER:
516145
SHEET TITLE:
EROSION & SEDIMENT
CONTROL
NOTES
SHEET SIZE:
ARCH "D"
24"
X 36" (610 x 914)
0 Y2» 1
ISSUED
FOR PERMITTING
NOT
FOR CONSTRUCTION
NO.
REVISION
DATE
INIT
DATE:
4/18/23
DRAWN BY:
TRC
ENGINEER:
AW
APPROVED BY:
---
PROJECT PHASE:
USR PLANS
SCALE:
NONE
SHEET NO.:
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