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Easement for the
transmission line
Neigh& ing Parcel
Subject Parcel 500' Buffet
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Transmission Line 150' Eater`*
Town di Ault
Site Layout
Solar Array
'Meese note the Mel transmission liner and easement is In
no way affiliated with Sun are s solar array,
Lincoln Solar
Community ie
Site Layout
Weld Count16 Co
SUNSHARE LLC
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NUMBER
SOIL TYPES
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BOARD OF COUNTY COMMISSIONERS CERTIFICATION
NATURAL RESOURCES
32
KIM LOAM. 1 TO 3 PERCENT SLOPES
CONSERVATION SERVICE
47
OLNEY FINE SANDY LOAM, 1 TO 3 PERCENT SLOPES
THIS IS CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS WELD COUNTY
WELD COUNTY COLORADO
51
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11/00/22
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WELD COUNTY RIGHT TO FARM STATEMENT
WELD COUNTY IS ONE OF THE MOST PRODUCTIVE AGRICULTURAL COUNTIES IN THE UNITED STATES, TYPICALLY RANKING IN THE TOP TEN COUNTIES
IN THE COUNTRY IN TOTAL MARKET VALUE OF AGRICULTURAL PRODUCTS SOLD THE RURAL AREAS OF WELD COUNTY MAY BE OPEN AND SPACIOUS,
BUT THEY ARE INTENSIVELY USED FOR AGRICULTURE. PERSONS MOVING INTO A RURAL AREA MUST RECOGNIZE AND ACCEPT THERE ARE
DRAWBACKS. INCLUDING CONFLICTS WITH LONG-STANDING AGRICULTURAL PRACTICES AND A LOWER LEVEL OF SERVICES THAN IN TOWN_ ALONG
WITH THE DRAWBACKS COME THE INCENTIVES WHICH ATTRACT URBAN DWELLERS TO RELOCATE TO RURAL AREAS OPEN VIEWS, SPACIOUSNESS,
WILDLIFE. LACK OF CITY NOISE AND CONGESTION, AND THE RURAL ATMOSPHERE AND WAY OF LIFE. WITHOUT NEIGHBORING FARMS, THOSE
FEATURES WHICH ATTRACT URBAN DWELLERS TO RURAL WELD COUNTY WOULD QUICKLY BE GONE FOREVER.
AGRICULTURAL USERS OF THE LAND SHOULD NOT BE EXPECTED TO CHANGE THEIR LONG-ESTABLISHED AGRICULTURAL PRACTICES TO
ACCOMMODATE THE INTRUSIONS OF URBAN USERS INTO A RURAL AREA. WELL -RUN AGRICULTURAL ACTIVITIES WILL GENERATE OFF -SITE IMPACTS,
INCLUDING NOISE FROM TRACTORS AND EQUIPMENT, SLOW -MOVING FARM VEHICLES ON RURAL ROADS; DUST FROM ANIMAL PENS. FIELD WORK,
HARVEST AND GRAVEL ROADS, ODOR FROM ANIMAL CONFINEMENT. SILAGE AND MANURE SMOKE FROM DITCH BURNING; FLIES AND MOSQUITOES;
HUNTING AND TRAPPING ACTIVITIES, SHOOTING SPORTS, LEGAL HAZING OF NUISANCE WILDLIFE; AND THE USE OF PESTICIDES AND FERTILIZERS IN
THE FIELDS. INCLUDING THE USE OF AERIAL SPRAYING. IT IS COMMON PRACTICE FOR AGRICULTURAL PRODUCERS TO UTILIZE AN ACCUMULATION OF
AGRICULTURAL MACHINERY AND SUPPLIES TO ASSIST IN THEIR AGRICULTURAL OPERATIONS. A CONCENTRATION OF MISCELLANEOUS
AGRICULTURAL MATERIALS OFTEN PRODUCES A VISUAL DISPARITY BETWEEN RURAL AND URBAN AREAS OF THE COUNTY. SECTION 35-3.5-102, C.R S.
PROVIDES THAT AN AGRICULTURAL OPERATION SHALL NOT BE FOUND TO BE A PUBLIC OR PRIVATE NUISANCE IF THE AGRICULTURAL OPERATION
ALLEGED TO BE A NUISANCE EMPLOYS METHODS OR PRACTICES THAT ARE COMMONLY OR REASONABLY ASSOCIATED WITH AGRICULTURAL
PRODUCTION.
WATER HAS BEEN, AND CONTINUES TO BE, THE LIFELINE FOR THE AGRICULTURAL COMMUNITY. IT IS UNREALISTIC TO ASSUME THAT DITCHES AND
RESERVOIRS MAY SIMPLY BE MOVED "OUT OF THE WAY" OF RESIDENTIAL DEVELOPMENT. WHEN MOVING TO THE COUNTY, PROPERTY OWNERS AND
RESIDENTS MUST REALIZE THEY CANNOT TAKE WATER FROM IRRIGATION DITCHES, LAKES OR OTHER STRUCTURES, UNLESS THEY HAVE AN
ADJUDICATED RIGHT TO THE WATER.
WELD COUNTY COVERS A LAND AREA OF APPROXIMATELY FOUR THOUSAND (4.000) SQUARE MILES IN SIZE (TWICE THE SIZE OF THE STATE OF
DELAWARE) WITH MORE THAN THREE THOUSAND SEVEN HUNDRED (3,700) MILES OF STATE AND COUNTY ROADS OUTSIDE OF MUNICIPALITIES. THE
SHEER MAGNITUDE OF THE AREA TO BE SERVED STRETCHES AVAILABLE RESOURCES. LAW ENFORCEMENT IS BASED ON RESPONSES TO
COMPLAINTS MORE THAN ON PATROLS OF THE COUNTY, AND THE DISTANCES WHICH MUST BE TRAVELED MAY DELAY ALL EMERGENCY RESPONSES,
INCLUDING LAW ENFORCEMENT, AMBULANCE AND FIRE. FIRE PROTECTION IS USUALLY PROVIDED BY VOLUNTEERS WHO MUST LEAVE THEIR JOBS
AND FAMILIES TO RESPOND TO EMERGENCIES. COUNTY GRAVEL ROADS, NO MATTER HOW OFTEN THEY ARE BLADED, WILL NOT PROVIDE THE SAME
KIND OF SURFACE EXPECTED FROM A PAVED ROAD. SNOW REMOVAL PRIORITIES MEAN THAT ROADS FROM SUBDIVISIONS TO ARTERIALS MAY NOT
BE CLEARED FOR SEVERAL DAYS AFTER A MAJOR SNOWSTORM. SERVICES IN RURAL AREAS, IN MANY CASES, WILL NOT BE EQUIVALENT TO
MUNICIPAL SERVICES. RURAL DWELLERS MUST, BY NECESSITY, BE MORE SELF-SUFFICIENT THAN URBAN DWELLERS.
PEOPLE ARE EXPOSED TO DIFFERENT HAZARDS IN THE COUNTY THAN IN AN URBAN OR SUBURBAN SETTING. FARM EQUIPMENT AND OIL FIELD
EQUIPMENT, PONDS AND IRRIGATION DITCHES, ELECTRICAL POWER FOR PUMPS AND CENTER PIVOT OPERATIONS, HIGH-SPEED TRAFFIC SAND
BURS, PUNCTURE VINES, TERRITORIAL FARM DOGS AND LIVESTOCK AND OPEN BURNING PRESENT REAL THREATS. CONTROLLING CHILDREN'S
ACTIVITIES IS IMPORTANT, NOT ONLY FOR THEIR SAFETY, BUT ALSO FOR THE PROTECTION OF THE FARMER'S LIVELIHOOD
(WELD COUNTY CODE ORDINANCE 2002-6, WELD COUNTY ORDINANCE 2008-3)
f.ANF1?FATsA.(TY rATFNFST- *M$ DRAwtNG IS Tic PRCafRTv Of say DA IF MIN & FNbNFTRNG 'HJS I`rORNATIMI IS CCNFddf hM AND R TO RF act CM♦ N CCNNFC'ICN WITH WORAc 'fSCRIRr) R+' SCI ,i A NO PAW IS -0 NY DISC own 70 CT -FMS iv 7'10,17 offlfs PKRMISSCN rsCN SOttAM DFSIGN A =NGINFFRIN(.
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4' 1 FENCING SUPPLER SHALL PNUVTOt FINAL AM) SEALED
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FENCING DRAWINGS WITH MATERIAL AND SPECIFICATION
I REQUIREMENTS
2 A KNOX PAD LOCK WILL BE PLACED ON CHAINED GATE OR
KNOA BOX WITH GATE ACCESS KEYS WILL BE MOUNTED AT
THE MAIN ENTRANCE FOR FIRE DEPAAIMENT ACCESS
ACrFSS GATE DETAILS
C-200 NTS
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FENCE DETAILS
NTS
NOTES
FENCING SUPPLIER SHALL PROVIDE FINAL AND
SEALED FENCING DRAWINGS WITH MATERIAL
AND SPECIFICATION REOUIREMENTS
2 A ILNOK PAD LOC7t WILL BE PLACED ON
CHAINED GAT- OR KNOX BOX WITH GATE
ACCESS KEVS WILL SE MOIMTED AT TIE MAN
ENTRANCE FOR FIRE DEPARTUENT ACCESS
WOVEN NTRE
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WILD LIFE FENCE DETAIL
NOTES:
I
THIS DEVELOPMENT IS BEING CONSTRUCTED N A RURAL PART OF WELD
COUNTY NEAR GREELEY COLORADO THE SITE IS LOCATED ON THE NORTH OF
CR IS AND EAST OF NCR 43 AND WEST OF INCH 45 THE SURROUNDING LAND IS
PRIMARY BEND USED FOR AGRICULTURAL MESIDENTIAJ. RANCHING AM)
OI JGAS PURPOSES WITH THE FOLLOWING. USES IN THE IMMEDIATE AREA OF
THE SUBJECT PROPERTY TO THE NORTH NORTHEAST. AND NCRTHwEST IS
AGRICUL T LRE AND RESDEMUL . TO WEST IS AGRICUL TURE AND Oa AND GAS
TO THE SOUTH IS AGRICULTURE AND REEIOENTIAL TO THE SOUTHWEST IS
AGRICULTURE AND RESDENTHAL.. TO THE SOUTHEAST IS OIL AND GAS. MCI TO
me EAST IS AGRICULTURE AND OIL AND GAS
2 THIS DEVELOPMENT WILL BE CONSTRUCTED ON LEASED LAND
3 FOLLOWING THE START OF CCINSTRUCTK>•1 DISTURBED AREAS WITHIN THE
LIMITS OF CONS TRUCTK)N SUCH AS ROA3CUTS UTKITY TRENCHES
WASTEWATER DISPOSAL FIELDS Bull DING SITES, AND OTHER AREAS WHERE
VEGETATION HAS BEEN REMOVED AL TIRED OR EJMIiATED WILL BE
REVEGE TATED WITH NATIVE GRASS
4 OTHER AREAS WHERE ExMSTs 4 vEGE TA'HON HAS NUT REGROWN WILL BE
RESEEDED
5 NOXIOUS WEEDS WILL. ILL CONTROLLED ON THE SUBJECT PROPERTY
6 FOR SECURITY AND PROTECTION OF THE Pt18LIG MID WILDLIFE THE
PROPOSED SOLAR FAL:tLTTY WILL BE FENCED WRH A WILDLIFE FRIENDLY
DECORATIVE FENCE THE SELECTED FENCE WILL BLEND WITH THE NATURAL
ENVIRONMENT AND WILL PREVENT WILDLIFE FROM ENTERING THE SITE
CAUSING DAMAGE AND THEREFORE PROVIDING SECURITY OF THE
IMPROVEMENTS
J FENCING SHALL BE MAINTAINED AS NEEDED TO PROVIDE THE INTENDED
SCREENING AND SECURITY OF THE PROPOSED IMPROVEMENTS
S SCREENING DELINEATED WITH SECTION i3.4 -19)30C OF WELD C*)UNTY CODE
LEGEND
—s—r SECURITyFENCE
---r--�-r'--
AREA TO BE RESEEDED IF* WHEN pSTURSEO
3 SEEDING PLAN
C-200 1 • a 20'
S
NOTES
1. THIS DEVELOPMENT IS BEING CONSTRUCTED IN A RURAL PART OF WELD COUNTY NEAR AULT
COLORADO. THE SURROUNDING LAND IS PRIMARY BEING USED FOR AGRICULTURAL RESIDENTIAL
RANCHING. AND OIL/GAS PURPOSES. WITH THE FOLLOWING USES IN THE IMMEDIATE AREA OF THE
SUBJECT PROPERTY TO THE NORTH. NORTHEAST, AND NORTHWEST IS AGRICULTURE AND RESIDENTIAL.
TO WEST IS AGRICULTURE AND OIL AND GAS, TO THE SOUTH IS AGRICULTURE AND RESIDENTIAL, TO THE
SOUTHWEST IS AGRICULTURE AND RESIDENTIAL. TO THE SOUTHEAST IS OIL AND GAS, AND TO THE EAST
IS AGRICULTURE AND OIL AND GAS.
2. THIS DEVELOPMENT WILL BE CONSTRUCTED ON LEASED LAND.
1 FOLLOWING THE START OF CONSTRUCTION DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION
SUCH AS ROADCUTS, UTILITY TRENCHES. WASTEWATER DISPOSAL FIELDS. BUILDING SITES. AND OTHER
AREAS WHERE VEGETATION HAS BEEN REMOVED. ALTERED. OR ELIMINATED WILL BE REVEGETATED
WITH NATIVE GRASS.
4. OTHER AREAS WHERE EXISTING VEGETATION HAS NOT REGROWN WILL BE RESEEDED.
S NOXIOUS WEEDS WILL BE CONTROLLED ON THE SUBJECT PROPERTY.
6. FOR SECURITY AND PROTECTION OF THE PUBLIC AND WILDLIFE. THE PROPOSED SOLAR FACILITY WILL BE
FENCED WITH A WILDLIFE FRIENDLY DECORATIVE FENCE. THE SELECTED FENCE WILL BLEND WITH THE
NATURAL ENVIRONMENT AND WILL PREVENT WILDLIFE FROM ENTERING THE SITE CAUSING DAMAGE AND
THEREFORE PROVIDING SECURITY OF THE IMPROVEMENTS.
7. FENCING SHALL BE MAINTAINED AS NEEDED TO PROVIDE THE INTENDED SCREENING AND SECURITY OF
THE PROPOSED IMPROVEMENTS.
8. SCREENING DELINEATED WITH SECTION 23-4.10300 OF WELD COUNTY CODE
•
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1724 GILPIN STREET
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39507 COUNTRY ROAD 37,
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0 PREUMINARY
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SHEET TITLE
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SEEDING AND
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ZONING PERMIT SOLAR ENERGY FACILITY (ZPSF) - USE BY SPECIAL REVIEW USR XX-XXXX
DENT SOLAR LLC
5000 KW -AC. 6121 KW -DC SOLAR ENERGY PROJECT
39507 COUNTRY ROAD 37, AULT, CO 80610
DENT SOLAR LLC
PLEASE CALL (XXX) XXX-XXXX
TO CONTACT THE PROJECT
OPERATOR
PLANT IDENTIFICATION AT SITE ENTRANCE.
CONTACT INFO WILL BE REVISED PRIOR TO CONSTRUCTION.
GENERAL NOTES
1. ALL SIGNS SHALL BE SHOWN ON THE MAP AND SHALL
ADHERE TO CHAPTER 23, ARTICLE IV, DIVISION 2 AND
APPENDICES 23-C, 23-D AND 23-E OF THE WELD COUNTY
CODE. ADDITIONAL SIGNAGE WILL BE INCLUDED WITHIN THE
SITE AS NEEDED PER NATIONAL ELECTRICAL CODE.
IlLi/aVARNING
HIGH VOLTAGE - KEEP OUT
PHOTOVOLTAIC ARRAY
AUTHORIZED PERSONNEL ONLY
WARNING LABEL FOR AGRICULTURAL SECURITY
FENCE SPACED EVERY 100 FEET AROUND
PERIMETER OF ARRAY.
SOLVIDA
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1724 GILPIN STREET
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39507 COUNTRY ROAD 37,
AULT, CO 80610
(40.5871`, -104.7216)
0 PREUMINARY
11/00122
4411 V. NO DI SCRIP I ION
DATE
SHEET 'ITLE
SIGNS
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GENERAL CIVIL NOTES:
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE SPECIFICATIONS, COLORADO GENERAL BUILDING
CODE, WELD COUNTY ORDINANCE AND THE IN!ERNATIONAL BUILDING CODE.
2. ALL EARTHWORK AND TESTING SHALL ADHERE TO THE RECOMMENDATIONS Of THE GEOTECH REPORT,
PROVIDED BY TERRACON CONSULTANTS, INC. PROJECT NO. 21165036.
3 EARTHWORK ON THE SITE SHALL BE OBSERVED AND EVALUATED BY THE GEOTECHNICAL ENGINEER OF
RECORD (G•EOR).
4. THE EVALUATION OF EARTHWORK SHALL INCLUDE OBSERVATION AND TESTING OF ON -SITE BACKFILL
MATERIAL AND OTHER GEOTECHNICAL CONDITIONS EXPOSED DURING ROAD IMPROVEMENT
CONSTRUCTION AT THE DIRECTION Of THE G•EOR.
WHERE DEVIATIONS EXIST BETWEEN THESE SPECIFICATIONS/DESIGN AND THE GEOTECH REPORT, THIS
DESIGN SHALL TAKE PRECEDENCE
6 NOTES AND DETAILS NOTED AS "TYPICAL,' SHALL BE USED WHENEVER APPLICABLE. SPECIFIC DETAILS AND
NOTES TAKE PRECEDENCE OVER TYPICAL DETAILS AND NOTES.
1. DRAWINGS, SPECIFICATIONS, DETAILS, AND NOTES DEPICTED IN THIS DESIGN REPRESENT THE FINISHED
PRODUCT AND DO NOT INDICATE THE MEANS, METHODS, PROCEDURES, OR SEQUENCE OF
CONSTRUCTION UNLESS SPECIFICALLY NOTED
8 CHANGES OR DEVIATIONS FROM THE DRAWINGS, SPECIFICATIONS, DETAILS, AND NOTES DEPICTED IN THIS
DESIGN ARE NOT ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CIVIL ENGINEER OF RECORD
(C FOR)
9 CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE DESIGN DRAWINGS, REPORTS,
AND SITE.
10. CONTRACTOR IS SOLELY RESPONSIBLE FOR DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR
INDIRECTLY FROM CONTRACTORS OPERATIONS, REGARDLESS OF WHETHER THOSE FACILITIES ARE
DEPICTED ON THESE PLANS.
11. CONTRACTOR SHALL ADHERE TO All FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS.
12 CONTRACTOR SHALL ENACT MEASURES TO PROTECT AND SAFEGUARD WORKERS AND THE PUBLIC FROM
INJURY DURING CONSTRUCTION.
13 CONTRACTOR SHALL MAINTAIN THE JOB SITE IN AN ORDERLY, CLEAN MANNER THROUGHOUT THE COURSE
OF THE WORK.
14 CONTRACTOR SHALL NOT BLOCK LEGAL ENTRANCES OR EXITS.
15. CONTRACTOR SHALL COMPLY WITH ALL OWNER PROVIDED CONTRACTUAL SPECIFICATIONS.
16 CONTRACTOR SHALL LEAVE THE WORK AREA CLEAN AND FREE OF DEBRIS AND TRASH AT THE END OF EACH
DAY.
17 CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES.
18 CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONSTRUCTION SURVEYING MONUMENTS AND
STAKES SET BY THE OWNER. ANY DEVIATIONS FROM EXISTING GRADES AS SHOWN ON THE PLANS SHALL
BE IMMEDIATELY REPORTED TO 1 H OWNER AND C-EOR
19 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND MATERIAL QUANTITIES PRIOR TO CONSTRUCTION
MA FERIAE QUANTITIES LISTED IN THE CIVIL DESIGN ARE APPROXIMATE.
I ON I P:At-TClll -Ili Ai CONIACT ANAI,AIXO PAT IVA.' it i LU f'Lfir ioN. Pkl ih 10 PLACING IIt1ALiWAY UP.
EAILTHWOk1 WITHIN I I EET OF AN AREA lilt T ATM AS AN LAM MINI ((AMOR, I Ali TING 1.1111 f1Y Olt
FLOM/LINE.
I1 ANAL,AM :0 PATTtOtEUM CORPLrkkT1ON (AFCI SHALL BE CONTACTED 3 B17SINESs DAV; IFLFCikI
COMMENCEMENT OF EARTHWCrRE IN THE STATE() APIA:. AREPRESENTATIVE OF API WILL ASSESS
ACTUAL DEPT II% ANO LOCATIONS OF U A CHANGE IN DEPTH OF THE EXISTING UTILITY WILL BE
ASSESSED AT THAT TIME
22 REQUESTS FOR INFORMATION (RFIs) FOR CLARIFICATION Of THE INTENT Of THE DESIGN SHALL BE
SUBMITTED TO THE C FOR. RFIs SHALL INCLUDE A DETAILED WRITTEN STATEMENT THAT INDICATES THE
SPECIFIC DRAWINGS OR SPECIFICATIONS IN NEED OF CLARIFICATION AND THE NATURE OF THE
CLARIFICATION REQUIRED. THE C-EOR SHALL RESPOND IN WRITING AND ISSUE CLARIFICATIONS AS
NECESSARY. RESPONSES TO RFIs DO NOT CONSTITUTE APPROVED DESIGN CHANGES.
23. IF CULTURAL RESOURCES ARE LOCATED DURING CONSTRUCTION (ARCHEOLOGICAL FINDINGS
UNEARTHED), WORK SHALL STOP IN THAT AREA AND TEH CONTRACTOR SHALL IMMEDIATELY NOTIFY
PROJECT MANAGEMENT.
24. OWNERS LONG TERM VEGETATION MANAGEMENT UTILIZES SHEEP GRAZING, WITH MECHANICAL
SUPPORT AS NEEDED. AS SUCH ANY SEED MIX ALTERNATIVE SHOULD BE GRAZING COMPATIBLE
15 POST CONSTRUCTION, CONTRACTOR SHOULD SUBMIT A CIVIL MAINTENANCE PLAN, DEFINING ALL
NECESSARY CIVIL MAINTENANCE NEEDS AND ONGOING VEGETATION ESTABLISHMENT NEEDS TO
SUCCESSFULLY STABILIZE SOILS LONG TERM AND PRESERVE THE CIVIL INSTALL.
EARTHWORK:
26. COMPACTION STANDARD FOR NATIVE, SCARIFIED, AND RE -COMPACTED SUBGRADES SHALL BE 95% By
ASTM D698.
27. COMPACTION STANDARD FOR STRUCTURAL FILL BENEATH FOUNDATIONS, SLABS ON GRADE, AND SITE
ACCESS ROADS SHALL BE 95% MDD BY ASTM 01557 (MODIFIED PROCTOR DRY DENSITY).
28 MOISTURE CONTENT OF COHESIVE SOILS (CLAYS) TO BE COMPACTED SHALL BE -1% TO +3% OPTIMUM
MOISTURE CONTENT AS DETERMINED BY ASTM 01557 (MODIFIED PROCTOR DRY DENSITY) AT THE TIME
OF PLACEMENT AND COMPACTION.
29 MOISTURE CONTENT OF COHESIONLESS SOILS (SANE)) TO BE COMPACTED SHALL BE 3% TO +2% OPTIMUM
MOISTURE CONTENT AS DETERMINED BY ASTM 01557 (MODIFIED PROCTOR DRY DENSITY) AT THE TIME
OF PLACEMENT AND COMPACTION.
30 PLACE FILL MATERIAL IN MAXIMUM LIFTS OF 9" LOOSE THICKNESS WHEN USING SELF PROPELLED HEAVY
COMPACTORS.
31 1 ill MATERIAL TYPES SHALL BE IN ACCORDANCE WITH STRUCTURAL FILL TYPES LISTED IN THE GEOTECH
RE PORT.
32 PLACE FILL MATERIAL IN MAXIMUM LIFTS OF 4' TO 6' LOOSE THICKNESS WHEN USING HAND GUIDED
COMPACTING EQUIPMENT.
33. PRIOR TO PLACING FILL OR COMPACTING SCARIFIED SOIL IN FOUNDATION AREAS, ALL UNSUITABLE
MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION AREAS. THIS SHALL INCLUDE THE REMOVAL OF
ALL VEGETATION AND TOPSOIL, DEBRIS, LOOSE AND DISTURBED SOIL CONTAMINATED SOIL AND OTHER
DELETERIOUS MATERIALS THAT MAY EXIST WITHIN THE AREA OF THE PROPOSED CONSTRUCTION.
34 IF UNDERGROUND FACILITIES ARE ENCOUNTERED DURING SITE CLEARING, CONTRACTOR SHALL
IMMEDIATELY NOTIFY C-EOR SO THAT A SOLUTION CAN BE CREATED TO PROTECT AND/OR RELOCATE (E)
UTILITY.
35 DRY AND LOW -DENSITY SOIL SHALL BE REMOVED OR WETTED AND COMPACTED IN•PLACE PRIOR TO
PLACING ADDITIONAL FILL OVER THE MATERIAL
36 ORGANIC SOILS SHALL BE LEFT IN PLACE IN NON•STRUCTURAL AREAS SUCH AS WITHIN THE ARRAY AREAS
37. VEGETATION REMOVAL SHALL ONLY TAKE PLACE IN AREAS TO BE DISTURBED, CONTRACTOR SHALL
MINIMIZE DISTURBANCE OF VEGETATION DUE TO CONSTRUCTION ACTIVITIES.
38 IN LOCATIONS OF SOIL DISTURBANCE DUE TO EARTHWORK. NATIVE TOPSOIL WILL BE REMOVED,
STOCKPILED, AND EITHER REPLACED OR SPREAD ON SITE
SITE ACCESS ROADS:
39. IN AREAS WHERE ROAD CROSSINGS OCCUR OVER AN EXISTING UTILITY OR FLOWLINE, KERR-MCGEE SHALL
BE CONTACTED l0 -DAYS PRIOR TO EARTHWORK.
40 SURFACE COURSE SHALL HAVE A MINIMUM COMPACTED THICKNESS OF 10" Of CRUSHED ANGULAR
AGGREGATE.
41. RECLAIMED ASPHALT PAVEMENT (RAP) SHALL BE USED AS THE TOP 2" Of ANY ROAD, MODIFIED TO
CONTAIN 10% - 25% FINES, COMPACTED AND GRADED TO MEET CDOT SPECIFICATIONS FOR A CLASS 5 OR
6 AGGREGATE
42 SURFACE COURSE THICKNESS SHALL BE MEASURED AFTER FULL COMPACTION AND CONSTRUC TED
DIRECTLY ABOVE lr MOISTURE CONDITIONED, AND COMPACTED NATIVE SOIL.
43. PRIOR TO PLACING SURFACE COURSE, GEOTEXTILE FABRIC, OR COMPACTING SCARIFIED SOILS IN ROAD
EXCAVATIONS, ALL UNSUITABLE MATERIAL SHALL BE REMOVED. THIS SHALL INCLUDE THE REMOVAL OF
ALL VEGETATION AND TOPSOIL, DEBRIS, LOOSE AND DISTURBED SOIL, CONTAMINATED SOIL AND OTHER
DELETERIOUS MATERIALS THAT MAY EXIST WITHIN THE AREA OF THE PROPOSED ROADWAY
CONSTRUCTIONPRIOR TO PLACING FILL, SCARIFY (OR TILL), WET AND COMPACT NATIVE SUBBASE
MATERIAL TO 12" DEPTH MINIMUM BEFORE ADDING AGGREGATE SURFACE COURSE.
44. NATIVE SUBBASE MATERIAL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY (MOD) PER ASTM
0698, -1 TO 3% OPTIMUM MOISTURE CONTENT.
45. AGGREGATE SURFACE COURSE SHALL BE COMPACTED TO 95% MOO PER ASTM D1557, 0 TO 2% OPTIMUM
MOISTURE CONTENT.
46. GEOFABRIC SHALL CONSIST OF HP270 OR EQUIVELANT.
47 SITE ACCESS ROADWAYS SHALL BE CONSTRUCTED AT GRADE WITH A VERTICAL TOLERANCE OF +/- 2"
48 POSITIVE DRAINAGE SHALL BE MAINTAINED ACROSS THE SITE.
49. ON -SITE ROADWAY SLOPES SHALL NOT EXCEED 5%.
TEMPORARY LAYDOWN AREAS (IF NEEDED):
50. IF TEMPORARY LAYDOWN AREAS ARE USED, EROSION AND SEDIMENT CONTROL SHALL BE PLACED IN
ACCORDANCE WITH ESC -100 THROUGH ESC -301.
51 TEMPORARY LAYDOWN AREAS WILL BE CLEARED AND GRUBBED ONLY IF NECESSARY
52. SCARIFY (OR TILL) NATIVE MATERIAL TO A DEPTH OF 12" AND RECOMPACT.
53 PROOF ROLL COMPACTED SUB BASE NATIVE MATERIAL USING A LOADED TANDEM AXLE TRUCK
54. COMPACTION SHALL DEEMED ADEQUATE WHEN PROOF ROLL INDICATES 1" OR LESS DEFLECTION.
55. COVER TEMPORARY LAYDOWN AREA WITH 4" MIN DEPTH OF ROAD FINISH ROCK, IF NECESSARY.
56 TEMPORARY LAYDOWN AREAS SHALL BE REMOVED AND MITIGATED TO PRE -CONSTRUCTION GRADE BY
SCARIFYING OR TILLING
57 FINAL STABILIZATION OF TEMPORARY LAYDOWN AREAS SHALL BE IN ACCORDANCE WITH ESC•100
THROUGH ESC -301.
CLEARING AND GRUBBING:
58. SITE -WIDE STORMWATER MANAGEMENT IS BASED ON THE PRESERVATION OF EXISTING VEGETATION
ROOT STRUCTURES
59 GRUBBING SHALL ONLY BE PERFORMED IN AREAS OF ROAD INSTALLATION AND WHERE NECESSARY FOR
ELECTRICAL EQUIPMENT INSTALLATION. GRUBBING SHALL NOT BE PERFORMED ON A MASS SCALE ACROSS
THE SITE.
60. IT IS THE INTENTION OF THE DESIGN THAT THE MAJORITY OF THE SITE BE MOWED OR CLEARED IN A
MANNER THAT PRESERVES THE ROOT STRUCTURE OF EXISTING VEGETATION
61. CLEARING SHALL BE DEFINED AS THE REMOVAL OF PLANTS AT OR ABOVE THE GROUND SURFACE.
62. GRUBBING SHALL BE DEFINED AS THE REMOVAL OF ROOTS BENEATH THE GROUND SURFACE.
TEMPORARY SOIL STOCKPILING:
63. EXCAVATED TOPSOIL SHALL BE KEPT SEPARATE FROM OTHER STOCKPILED MATERIAL FOR REUSE IN AREAS
REQUIRING TOPSOIL.
64. EXCAVATED SOILS SHALL ONLY BE STOCKPILED IN TEMPORARY LAYDOWN AREAS.
65. EXCAVATED SOILS SHALL BE REUSED ON -SITE.
66. REUSE OF EXCAVATED SOIL ON-SETE SHALL BE PLACE SUCH THAT SITE HYDROLOGY IS NOT ALTERED.
67. EXCAVATED SOIL REUSE LOCATIONS SHALL BE PROVIDED TO THE C-EOR FOR APPROVAL.
68. EROSION AND SEDIMENT CONTROLS FOR TEMPORARY STOCKPILES SHALL BE IN ACCORDANCE WITH
ESC -100 THROUGH ESC -301.
GRADING:
69 MASS GRADING ACROSS THE SITE SHALL NOT BE PERFORMED.
70 MINOR AMOUNTS OF GRADING MAY BE REQUIRED TO MAINTAIN PIER HEIGHT TOLERANCES AND ARE
INDICATED ON SHEET C-204.
71 GRADING SHALL NOT BE PERFORMED IN EXCLUSION ZONES.
72 ADDITIONAL GRADING AREAS THAT ARE NOT DEPICTED ON SHEET C-204 SHAH BE EVALUATED ON A CASE
BY CASE BASIS AS NEEDED.
GRASS SWALES AND RAINGARDENS:
73 GRASS SWALES AND RAINGARDENS SHALL BE INSTALLED AT THE END OF ARRAY CONSTRUCTION TO
MINIMIZE COMPACTION AND SEDIMENTATION.
UTILITY LOCATE:
74. PRIOR TO CONSTRUCTION CONTRACTOR SHALL CONTACT UTILITY LOCATION SERVICES TO LOCATE ALL
PUBLIC AND PRIVATE UTILITIES.
I5. PUBLIC UTILITY I-OCATION SERVICES (COLORADO B11) CAN BE REACHED BY DIALING 811 OR
1-800.922-1987 OR BY VISITING THEIR WEBSITE AT WWW COLORAOO811.ORG.
SURVEY CONTROL (CIVIL SHEETS ONLY):
76. HORIZONTAL COORDINATE SYSTEM: NAD 83, COLORADO NORTH, STATE PLANE, SURVEY FEET.
77. VERTICAL DATUM: NAD83, FEET.
78. ANY COORDINATES SHOWN IN CIVIL SHEETS ARE GROUND COORDINATES.
SPECIAL INSPECTIONS:
79. SPECIAL INSPECTION AND TESTING FIRM SHALL SUBMIT THE FOLLOWING TO THE OWNER AND C -E OR:
79.1. SPECIAL INSPECTION AND TESTING REPORTS FOR THE FOLLOWING AT A MINIMUM:
79.1.1. PERIODIC VERIFICATION THAT MATERIALS BELOW SHALLOW FOUNDATIONS AND EQUIPMENT
PADS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.
79 1.2. PERIODIC VERIFICATION THAT EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND WIDTH AND
HAVE REACHED SUITABLE MATERIAL.
79.1.3. PERIODIC CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.
79.1.4. CONTINUOUS VERIFICATION OF THE USE Of PROPER MATERIALS, DENSITIES, AND LIFT THICKNESS
DURING PLACEMENT AND COMPACTION OF COMPACTED STRUCTURAL FILL.
79 1.5. PERIODIC INSPECTION OF SUBGRADE, PRIOR TO PLACEMENT OF COMPACTED FILL, TO VERIFY
THAT EXCAVATION SITE HAS BEEN PREPARED PROPERLY.
SUBMITTALS:
80. CONTRACTOR SHALL SUBMIT CUT SHEETS AND DETAILS FOR THE FOLLOWING TO THE OWNER AND C-EOR
FOR REVIEW PRIOR TO PLACEMENT:
80.1. PERIMETER FENCE
80.1. FILL AND/OR STRUCTURAL FILL MATERIALS AND EQUIPMENT PAD EXCAVATION FILL MATERIALS
80.3. CONCRETE MIX DESIGNS
80.4. SEED MIX DESIGNS
80.5. SOIL AMENDMENT MIX DESIGN FOR RAIN GARDENS
ALTERNATIVES:
81. THE C•EOR WILL CONSIDER ALTERNATIVES FOR MATERIALS AND PROCEDURES. HOWEVER, IT IS THE
CONTRACTOR'S RESPONSIBILITY TO DEMONSTRATE THAT ALL ALTERNATIVES ARE EQUAL IN STRENGTH,
PERFORMANCE, AND DURABILITY TO THE MATERIALS OR PROCEDURES SPECIFIED IN THE DESIGN.
82 WRITTEN APPROVAL BY THE C-EOR SHALL BE REQUIRED PRIOR TO USING ANY ALTERNATIVE.
CONSIDERATION OF ANY ALTERNATIVE SHALL NOT BE DEEMED TO IMPLY ADVANCE ACCEPTANCE BY THE
C -E OR. THE C•EOR RESERVES THE RIGHT TO REJECT ANY ALTERNATIVE.
MATERIAL SPECIFICATIONS
83 CODOT AGGREGATE BASE COURSE
Table 703-3
CLASSIFICATION FOR AGGREGATE BASE COURSE
Sieve Size
100mm (41
Mass Percent Passing Square Mesh Sieves
LL not greater than 35 LL not greater than 30
Class 1 Class 2 Class 3 Class 4 Class 6 Class 6 Class 7
80mm (2 SC) 100 1
1
2.36mm (88)
25-55 20-85
NOTE Class 3 material shall consist of bank or pit run material
84 GI Ottcii REPORT STRUCTURAL FILL
Gradation
Prrcc : r.^rr l weight (ASTM C136)
4'
100
r
701100
No.1 Sieve _
50.100
No. 200 Sian
50 (inn)
1l:tl,.ie
Liquid Limn
30 (max.)
Plastic Limit
15 (malt.)
SEEDING:
85. SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS GRASS LINED SWALES, RAINGARDENS,
AND FENCED ARRAY AREA, AS WELL AS TO THE FULL LIMIT OF DISTURBANCE WHERE APPLICABLE
86. SEEDING RATES AND PLANTING REQUIREMENTS ARE INCLUDED ON SHEET ESC -100.
ARRAY AREA SEED MIX:
87. SEE SHEET ESC 100.
GRASS SWALE AND RAINGARDEN SEED MIX:
U GRASS SWALE AND RAINGARDEN SEED MIX AND PLANTING REQUIREMENTS ARE INCLUDED ON SHEET
ESC 100.
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DESIGN • ENGINEERING
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1724 GILPIN STREET.
DENVER. CO 80218
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DENT SOLAR LLC
5000 KW -AC
6121 KW -DC
SOLAR PROJECT
39507 COUNTRY ROAD 37,
AULT, CO 80610
(40.5871', -104.7216°)
0 t. PREUMINARY
11 /00/82
V. PO DI SCRIPIION
DATE
SHEET 'ITLE
CIVIL NOTES
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GENERAL NOTES
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PROPOSED
1. OVERALL PROJECT SITE AREA a 35.10 ACRES
2. DISTURBED AREA = 29.20 ACRES
3. DISTURBED AREAS INCLUDE GRADING. EXCAVATION PILL
ROADWORK AND EQUIPMENT PADS.
4, SITE PREPARATION INCLUDES CLEARING/GRUBBING, MINOR
GRADING. COMPACTION, MOWING OF VEGETATION. AND
RE STABILIZATION OF DISTURBED AREAS.
5. TOPSOIL SHALL NOT BE REMOVED FROM E PROJECT SITE OR ME
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SOLD UNLESS REMOVAL OF EXCESS SOIL IS APPROVED BY THE AHJ.
B. EXCESS TOPSOIL SHALL BE SPREAD ON -SITE SO AS TO PROVIDE SIX
INCHES OF COVER ORIGINALLY EXISTING ON THE SITE OR A
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8. PROJECT SITE SHALL BE STABILIZED BY SEEDING AND/OR SODDING.
9. ADDITIONAL VEGETATION MAY NEED TO BE REMOVED PRIOR TO)41k
CONSTRUCTION. AREAS THAT ARE NOT CLEARED/GRUBBED SHALL
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TT. VEGETATION REMOVAL SHALL ONLY OCCUR WITHIN THE PROJECT
BOUNDARY.
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DESIGNATED BY THE OWNERS REPRESENTATIVE FOR REMOVAL
AND SHALL EXERCISE CARE AROUND EXISTING VEGETATION TO BE
SAVED. CONSTRUCTION FENCING MAY BE INSTALLED TO PROTECT
AREAS THAT ARE NOT TO BE DISTURBED.
13. BURNING OF DEBRIS SHALL NOT OCCUR WITHOUT APPROPRIATE
PERMITS AND�OR AHJ AND OWNER APPROVAL.
14. FINAL STABILIZATION SHALL BE ACHIEVED WHEN A UNIFORM
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EMPLOYED IN ALL AREAS OF DISTURBED GROUND.
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GENERAL NOTES
OVERALL PROJECT SITE AREA a 35.10 ACRES
1 DISTURBED AREA a 29.20 ACRES
3 DISTURBED AREAS INCLUDE GRADING. EXCAVATION, PILE
ROADWORK AND EQUIPMENT PADS
4. SITE PREPARATION INCLUDES CLEARING/GRUBBING MINOR
GRADING. COMPACTION, MOWING OF VEGETATION AND
RE STABILIZATION OF DISTURBED AREAS.
5 TOPSOIL SHALL NOT BE REMOVED FROM THE PROJECT SITE OR
SOLD UNLESS REMOVAL OF EXCESS SOIL IS APPROVED BY THE AHJ.
6 EXCESS TOPSOIL SHALL BE SPREAD ON -SITE SO AS TO PROVIDE SIX
INCHES OF COVER ORIGINALLY EXISTING ON THE SITE OR A
MINIMUM OF FOUR INCHES OF COVER IF THE ORIGINAL COVER WAS
LESS.
7 IF REMOVAL OF EXCESS TOPSOIL IS REQUIRED IT MUST BE
COORDINATED AND MEET GESC REQUIREMENTS.
tl PROJECT SITE SHALL BE STABILIZED BY SEEDING AND/OR SODDING.
9 ADDITIONAL VEGETATION MAY NEED TO BE REMOVED PRIOR TO
CONSTRUCTION. AREAS THAT ARE NOT CLEARED/GRUBBED SHALL
BE MOWED TO A MINIMUM OF THREE INCHES.
10 CONTRACTOR RESPONSIBLE FOR PRESERVATION OF EXISTING
VEGETATION. NOT CLEARED/GRUBBED OR MOWED TO THE EXTENT
PRACTICABLE
11 VEGETATION REMOVAL SHALL ONLY OCCUR WITHIN THE PROJECT
BOUNDARY.
12 CONTRACTOR TO REMOVE ONLY VEGETATION WHICH SHALL BE
DESIGNATED BY THE OWNERS REPRESENTATIVE FOR REMOVAL
AND SHALL EXERCISE CARE AROUND EXISTING VEGETATION TO BE
SAVED. CONSTRUCTION FENCING MAY BE INSTALLED TO PROTECT
AREAS THAT ARE NOT TO BE DISTURBED
13. BURNING OF DEBRIS SHALL NOT OCCUR WITHOUT APPROPRIATE
PERMITS AND/OR AHJ AND OWNER APPROVAL.
14 FINAL STABILIZATION SHALL BE ACHIEVED WHEN A UNIFORM
VEGETATIVE COVER WITH AN INDIVIDUAL PLANT DENSITY OF AT
LEAST 70% OF PRE DISTURBANCE LEVELS. OR EQUIVALENT
PERMANENT PHYSICAL EROSION REDUCTION METHODS HAVE BEEN
EMPLOYED IN ALL AREAS OF DISTURBED GROUND.
(NIUTIUTY
OWNED POLES
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DESIGN ENGINEERING
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1724 GILPIN STREET
DENVER. CD 80218
DENT SOLAR LLC
5000 KW -AC
6121 KW -DC
SOLAR PROJECT
39507 COUNTRY ROAD 37,
AULT, CO 80610
(40.5871 , -104.7216")
O PRELIMINARY
11/00/22
UI SCI0P1ION
DATE
SHEET 'at
DETAILED CIVIL
SITE PLAN
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FILE SIX _SSR_DEWT_WV°'
PLOT DATE 7/' 3/11 11
EROSION AND SEDIMENT CONTROL NOTES:
AU. EROSION AND SEDIMENT CONTROL WORK AND BMPs SHALL ADHERE TO THE FOLLOWING DOCUMENTS:
1. COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT CONSTRUCTION GENERAL PERMIT (CGP) NO.
COR 400000
2. WELD COUNTY GENERAL ORDINANCE.
3. WELD COUNTY CONSTRUCTION AND ENGINEERING GUIDELINES.
4 URBAN STORM DRAINAGE CRITERIA MANUAL (USDCM VOLUME 3 LATEST EDITION), PUBLISHED BY THE
MILE HIGH FLOOD DISTRICT.
S ALL WORK SHALL COMPLY WITH THE CONDITIONS OF THE PERMITS OBTAINED FOR THE PROJECT AND
ALL FEDERAL, STATE, AND LOCAL REGULATIONS.
STANDARD STABILIZATION NOTES:
6. FOLLOWING INITIAL SOIL DISTURBANCE OR RE -DISTURBANCE, PERMANENT OR TEMPORARY
STABILIZATION MUST BE COMPLETED IN ACCORDANCE WITH THE SWMP
7 ALL STABILIZED AREAS SHALL BE INSPECTED BY A CERTIFIED SWMP INSPECTOR
TYPICAL CONSTRUCTION SEQUENCE:
8. INSTALL STABILIZED CONSTRUCTION ENTRANCE.
9. CLEAR (GRUB IF NECESSARY) SITE FOR PERIMETER EROSION AND SEDIMENT CONTROLS (BMP'S) ONLY.
10. INSTALL TEMPORARY PERIMETER BMPs.
11. ROUGH GRADE ROADS) AND LAYDOWN/MATERIAL STORAGE AREA IMPORTING MATERIAL AS
NECESSARY FROM ON -SITE OR OFF -SITE SOURCE PER PROPOSED GRADES PROVIDED TO CREATE OR
MAINTAIN POSITIVE DRAINAGE.
12. INSTALL STABILIZED CONSTRUCTION ROADS.
2 I STABILIZED CONSTRUCTION ROADS ARE CONSIDERED A BMP. IT IS THE INTENT OF THE DESIGN THAT
STABILIZED CONSTRUCTION ROADS ARE INSTALLED PRIOR TO GRADING, ARRAY CONSTRUCTION,
AND EQUIPMENT PAD CONSTRUCTION
I3. CONSTRUCT THE SOLAR PLANT.
14. PERFORM TEMPORARY STABILIZATION SEEDING OF DISTURBED AREAS IF REQUIRED.
15. CONSTRUCT PERMANENT BMPs.
16. STABILIZE ALL REMAINING DISTURBED AREAS WITH PERMANENT VEGETATION OR SITE SPECIFIC
VEGETATION AS NOTED INCLUDING TOP SOILING, FERTILIZING, AND MULCHING, IF REQUIRED.
11. REMOVE CONSTRUCTION ENTRANCE, COMPLETE FINAL GRADE AND RESTORATION OF GRAVEL
ENTRANCE.
18. STABILIZATION Of ALL AREAS DISTURBED BY REMOVAL OF AMP'S WILL BE PERFORMED PRIOR TO FINAL
INSPECTION.
19. ALL MAINTENANCE OF THE FINAL SITE AND PERMANENT BMP'S SHALL BE CONTROLLED BY SITE OWNER
20. IF THE SEQUENCE OF CONSTRUCTION AND BMP INSTALLATION IS MODIFIED BY THE CONTRACTOR THE
CONTRACTOR SHALL SUBMIT TO THE ENGINEER THESE CORRECTIONS TO UPDATE THE GRADING,
EROSION AND SEDIMENT CONTROL PLAN. THE SWMP DESIGNER SHALL UPDATE THE SWMP. THESE
CHANGES SHALL BE APPROVED BY THE AHl PRIOR TO IMPLEMENTATION.
INSPECTIONS AND MAINTENANCE Of EROSION & SEDIMENT CONTROL BMP'S (TEMPORARY):
21. THE DESIGNATED SWMP INSPECTOR SHALL INSPECT ALL DISCHARGE POINTS, DISTURBED AREAS.
MATERIAL STORAGE AREAS, STRUCTURAL CONTROLS AND CONSTRUCTION ENTRANCES/EXITS IN
ACCORDANCE WITH THE APPROVED SWMP. ALL OBSERVATIONS AND INCIDENTS OF NON-COMPLIANCE,
CORRECTIVE ACTIONS, AND MAINTENANCE SHALL BE RECORDED IN THE SWMP INSPECTION REPORT.
22. INSPECTIONS OF BMP'S SHALL BE DOCUMENTED AND SIGNED BY THE CERTIFIED SWMP INSPECTOR AND
PROVIDED TO PROJECT MANAGEMENT AND CONTRACTOR.
23. IF BMP INSPECTION REPORTS DO NOT IDENTIFY INCIDENCES OF NON-COMPLIANCE, THE BMP
INSPECTION REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE
CGP AND THE SWMP.
24. IF REQUIRED, MAINTENANCE OF BMP'S SHALL BE CONDUCTED BY A CERTIFIED SWMP INSTALLER AND
SHALL OCCUR WITHIN 24 HOURS OF THE INSPECTION.
25 AMP'S DETAILED IN THE EROSION AND SEDIMENT CONTROL PLAN ARE ONLY AN ESTIMATE OF WHAT
NEEDS TO BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION. IF BMP INSPECTIONS IDENTIFY
AREAS OF THE PROJECT SITE WHERE PROPERLY INSTALLED BMP'S ARE NOT CONTROLLING FLOW OF
SEDIMENT OFF -SITE, It IS THE CONTRACTORS OBLIGATION TO IMPLEMENT COST EFFECTIVE/PRACTICAL
AMP'S WHILE GRADING AND CONSTRUCTION ACTIVITIES ARE OCCURRING.
26. EROSION AND SEDIMENT CONTROL DRAWINGS ARE SUBJECT TO ADDITIONAL NEW AND ALTERNATIVE
BMP'S WHEN REQUESTED OR APPROVED BY THE ENGINEER, CERTIFIED SWMP INSPECTOR, OR AHJ.
77 IT IS THE RESPONSIBILITY OF THE CERTIFIED SWMP INSPECTOR TO IDENTIFY ALL INCIDENTS OF
NON COMPLIANCE, CORRECTIVE ACTIONS, AND MAINTENANCE AND ENSURE THAT PROJECT
MANAGEMENT IS ALERTED TO ALL ISSUES.
28. SEDIMENT SHALL BE REMOVED WITHIN 24 HOURS OF SEDIMENT REACHING 1/3 HEIGHT OF PERIMETER
BMPs.
29. SEDIMENT TRACKED OFF -SITE FROM CONSTRUCTION TRAFFIC SHALL BE REMOVED FROM PAVED
SURFACES WITHIN 24 HOURS OF DISCOVERY.
PERIMETER CONTROL BMPs:
30. PERIMETER CONTROL BMPs SHALL BE CONSTRUCTED BEFORE UP -SLOPE GROUND COVER IS REMOVED.
31. CLEARING, GRUBBING, AND STUMPING CAN OCCUR BEFORE SILT FENCE INSTALLATION IF GROUND
COVER IS REMOVED.
32 ALL PERIMETER CONTROL BMPs SHALL BE PLACED AS CLOSE TO THE CONTOUR AS POSSIBLE SO THAT
WATER WILL NOT CONCENTRATE AT LOW POINTS AND SO THAT SMALL SWALES OR DEPRESSIONS THAT
MAY CARRY SMALL CONCENTRATED FLOWS TO THE PERIMETER CONTROL BMP ARE DISSIPATED ALONG
ITS LENGTH.
33 ENOS Of PERIMETER CONTROL BMPs SHALL BE BROUGHT UP -SLOPE SLIGHTLY SO THAT WATER PONDING
WILT BE PREVENTED FROM FLOWING AROUND THE BMPs
34 IF USED BENEATH A SLOPE, SILT FENCE SHOULD BE A MINIMUM OF 10 FEET FROM THE TOE Of THE
SLOPE.
35. SILT FENCE SHALL BE TRENCHED IN. THE TRENCH SHALL BE MADE WITH A TRENCHER, CABLE LAYING
MACHINE, SLICING MACHINE, OR OTHER SUITABLE DEVICE THAT WILL ENSURE AN ADEQUATELY
UNIFORM TRENCH DEPTH.
36 WHERE 2 SECTIONS OF PREFABRICATED SILT FENCE ARE COMBINED INTO ONE RUN, THE END POSTS
SHALL BE CONNECTED TOGETHER, NOT SIMPLY OVERLAPPED.
32 SILT FENCE SHALL ALLOW RUNOFF TO PASS ONLY AS DIFFUSE FLOW THROUGH THE GEOTEXTILE. IN
RUNOFF FLOW, ONE OF THE FOLLOWING SHALL BE PERFORMED, AS APPROPRIATE:
32 1 AN ADDITIONAL RUN OF SILT FENCE SHALL BE PLACED UPSTREAM
32.2. THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED
32.3. ACCUMULATED SEDIMENT SHALL BE REMOVED
32.4. OTHER PRACTICES SHALL BE IMPLEMENTED.
33. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE HALF OF
THE HEIGHT OF THE SILT FENCE.
34. ALL STOCKPILES SHALL BE ENCIRCLED WITH AN APPROPRIATE BMP SUCH AS SILT FENCE, FIBER ROIL, OR
SEDIMENT LOGS.
35. SILT FENCE FABRIC SHALL MEET THE FOLLOWING SPECIFICATIONS:
35.1. MINIMUM TENSILE STENGTH a 120 LBS (ASTM 04632)
35.2. MAXIMUM ELONGATION AT 60 LBS. a 15% (ASTM D 4632)
35.3. MINIMUM PUNCTURE STRENGTH = 50 LBS. (ASTM D 4833)
35.4. MINIMUM TEAR STRENGTH = 40 LBS. (ASTM 04533)
35.5. APPARENT OPENING SIZE <= 0.84MM (ASTM U 4751)
35.6. MINIMUM PERMITTIVITY = 1X10-2SEC.-1 (ASTM 0 4491)
35.7. WATER FLOW RATE = 15 GAL./MIN/SQ. FT.
35.8. UV EXPOSURE STRENGTH RETENTION = 70% (ASTM 64355)
36. ALL PERIMETER CONTROL BMPs SHALL BE REMOVED FOLLOWING FINAL STABILIZATION OF THE SITE AND
SUBMISSION OF NOTICE OF TERMINATION TO COLORADO DPHE.
STORMWATER CONTROL BMPs (PERMANENT):
37. PERMANENT STORMWATER CONTROL BMPs INCLUDE GRASS TINED SWALES AND RAINGARDENS.
38 PERMANENT STORMWATER CONTROL BMP LOCATIONS AND CONSTRUCTION REQUIREMENTS AND
DETAILS ARE INCLUDED ON G&D SHEETS (G&D 200, G&D 201, G&D- 202, GRAD 103, AND G&D-300)
SEEDING:
39 SEEDING WILL 8E DONE POST CONSTRUCTION AND ENCOMPASS THE ENTIRETY OF THE FENCED AREA,
SWALES, RAINGARDENS, AND ANYWHERE SOIL IS DISTURBED INCLUDING 12' BEYOND PERIMETER FENCE
40 SEEDING SHOULD BE PERFORMED WITH A NO -TILL SEED DRILL OR EQUIVALENT IN THE ARRAY AREA.
41. IN AREAS THAT CANNOT BE SEEDED WITH A DRILL, HAND SPREADING OR HYDROSEEDING MAY BE
PERFORMED.
42 GRASS LINED SWALES SHOULD BE ROTOTILLED, SEEDED BY HAND, AND COVERED WITH A MULCH UNTIL
SEED HAS GERMINATED AND SPROUTED.
43 RAINGARDE NS SHOULD BE AMENDED WITH APPROPRIATE SOIL, ROTOTILLED, AND HAND SEEDED
AND/OR PLANTED WITH VEGETATION PLUGS AS DIRECTED BY A HORTICULTURIST.
44 RAINGARDENS SHALL BE PLANTED WITH A LOW MAINTENANCE, LOW GROWING (LESS THAN 4')
VEGETATION SUITABLE FOR BEE FORAGE.
45. A HORTICULTURIST WITH LOCAL KNOWLEDGE SHALL BE CONSULTED FOR APPROPRIATE PLANT
SELECTION AND PLACEMENT WITHIN RAINGARDENS.
ARMY AREA SEED MIX:
46 SEEDING AREA MIX AND AND APPLICATION RATES SHALL BE IN ACCORDANCE WITH THE FOLLOWING
TABLE PER THE URBAN STORM DRAINAGE CRITERIA MANUAL, VOLUME 3 (LATEST EDITION), PUBLISHED
BY THE MILE HIGH FLOOD DISTRICT:
I able A-2. Upland area teed nth lard, sop
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Booth 1 10
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47 SEEDING RATES ARE BASED ON SEED DRILL APPLICATION.
48 ARRAY AREA SEED BED PREPARATION AND SEED APPLICATION SHALL BE PERFORMED IN ACCORDANCE
WITH DETAIL EC2 FROM THE URBAN STORM DRAINAGE MANUAL VOLUME 3, INCLUDED ON SHEET
ESC -302.
49. A HORTICULTURIST WITH LOCAL KNOWLEDGE SHALL BE CONSULTED PRIOR TO APPLICATION OF
PERMANENT SEED MIX FOR ARRAY AREA.
50. SEEDING SHALL CONSIST OF GRAZER FRIENDLY VEGETATION.
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DENT SOLAR LLC
5000 KW -AC
6121 KW -DC
SOLAR PROJECT
39507 COUNTRY ROAD 37,
AULT, CO 80610
(40.5871', -104.7216")
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O PREUMWARY
11109122
`HIV NO
Of SCRIP I ION
DATE
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EROSION AND SEDIMENT
CONTROL NOTES
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GENERAL NOTES
N ill ..."
OVERALL PROJECT SITE AREA a 35,10 ACRES
2 DISTURBED AREA • 29.20 ACRES
3 DISTURBED AREAS INCLUDE GRADING. EXCAVATION PILE
-
ROADWORK AND EQUIPMENT PADS.
4 SITE PREPARATION INCLUDES CLEARING/GRUBBING MINOR
S O L V
I D A
_.- -'
GRADING, COMPACTION MOWING OF VEGETATION, AND
CONCRETECRETE
-
RESTABILIZATION OF DIST URBED AREAS.
5. TOPSOIL SHALL NOT BE REMOVED FROM THE PROJECT SITE OR
DESIGN ENGINEERING
WASHOUTSOLD
N.
UNLESS REMOVAL OF EXCESS SOIL IS APPROVED BY THE AHJ.
S. EXCESS TOPSOIL SHALL BE SPREAD ON -SITE SO AS TO PROVIDE SIX
INCHES OF COVER ORIGINALLY EXISTING ON THE SITE OR A
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MINIMUM OF FOUR INCHES OF COVER IF THE ORIGINAL COVER WAS
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10 CONTRACTOR RESPONSIBLE FOR PRESERVATION OF EXISTING
VEGETATION NOT CLEARED/GRUBBED OR MOWED TO THE EXTENT
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11, REMOVAL SHALL ONLY OCCUR WITHIN THE PROJECT
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SWMP P & SITE DETAILS
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Ullun Swan Iratiug. ( iScns Manual ,.lulus •
CRAWING NO.
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SE -t. SIB NCE
ir
DENT
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39507
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I khan Montt Ihmtnitc I'rnrna Manual V.dume 1
Mrmlyr !0111 Crean Ikautagc and Foal t'rwral Drams VT( -1
Ut rn Skim Ikatnagc I nlrna Manual 1. plum' 1
November 1010 1 Than Drowse. and Iload Control Darn.' Vi l -/
I kban Storm IMu afire (rant. Manual Volume 1
SC -1 Silt Fence (SF)
SM-4 N chicle I racking ( ontrol (VTC)
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