NCC242237_Site Plan or Location Map_20240724

ROSE ACRE FARMS SOLAR SITE
EROSION & SEDIMENT CONTROL PLANS
1558 HYDE PARK CANAL RD, PANTEGO, HYDE COUNTY, NC 27860
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°° NORTH CAROLINA STATE MAP HYDE COUNTY MAP SITE AREA MAP
NOT TO SCALE NOT TO SCALE NOT TO SCALE
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PREPARED BY: SHEET INDEX CONTACTS:
SHEET DESCRIPTION REV.
MONTROSE E CVR COVER SHEET A CLIENT/OWNER CONTACT: ENGINEER/SWPPP CONTACT:
L., ) JOHN COOK KRISTIAN R.KJOS
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a Engineering&Geology,P.C.
6 C-1.0 GENERAL NOTES A NCEMC WILMINGTON,NC 28411
N 0:919.875.3046 0:910.777.5265
C-2.0 EXISTING CONDITIONS SHEET 1 OF 2 A
M:864.263.9480
w NC CERTIFICATE NUMBER C-4531 C-2.1 EXISTING CONDITIONS SHEET 2 OF 2 A
8048 MARKET ST.SUITE D,WILMINGTON,NC 28411 C-3.0 E&SC PLAN SHEET 1 OF 2 A
C-3.1 E&SC PLAN SHEET 2 OF 2 A
1 C-4.0 E&SC DETAILS A , ., .- , s .°s,1y
PREPARED FOR: C-5.0 E&SC DETAILS A ' E 'I'.0:
C-6.0 E&SC DETAILS A °"z59 : _
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i,/: , Electric
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o NORTH CAROLINA ELECTRIC MEMBERSHIP CORPORATION REVISIONS:
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THIS DRAWING SET IS TO BE USED IN CONJUNCTION WITH ASSOCIATED WORK PLANS,TECHNICAL Know what's below. 0 07.08.24 ISSUED FOR PERMIT KRK
SPECIFICATIONS,AND ANY ADDITIONAL PLAN SETS Call before you dig.
z No. DATE DESCRIPTION BY
6

MISCELLANEOUS: HISTORICAL PRESERVATION: NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
1. WHENEVER A CONFLICT OCCURS BETWEEN ANY INFORMATION SHOWN ON THE PLANS IF DURING CONSTRUCTION ACTIVITIES,ANY EVIDENCE OF HISTORIC RESOURCES,
AND/OR ANY REGULATORY REQUIREMENT,THE MORE STRINGENT REQUIREMENTS INCLUDING BUT NOT LIMITED TO ABORIGINAL OR HISTORIC POTTERY,PREHISTORIC
SHALL APPLY. STONE TOOLS,BONE OR SHELL TOOLS,HISTORIC TRASH PITS,OR HISTORIC POTTER, 0 Overview of Sedimentation and Erosion Control Practices
FOUNDATION,ARE DISCOVERED WORK SHALL COME TO AN IMMEDIATE STOP AND THE
2. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF OWNER SHALL BE NOTIFIED WITHIN 24 HOURS OF THE RESOURCES BEING FOUND ON (c);
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. THE SITE. SYMBOLS FOR EROSION AND SEDIMENT CONTROL PRACTICES Practice Symbols(cont'd) 1
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CONSTRUCTION: fYp U O
SAFETY: U i 0 z
SITE PREPARATION RUNOFF CONTROL MEASURES INLET PROTECTION STREAM PROTECTION G) O qa
1. LOCATIONS,ELEVATIONS,AND DIMENSIONS OF EXISTING UTILITIES,STRUCTURES,AND o s
OTHER FEATURES ARE SHOWN ACCORDING TO INFORMATION AVAILABLE AT THE TIME 1. DURING THE CONSTRUCTION AND MAINTENANCE OF THIS PROJECT,ALL SAFETY 4 w O
REGULATIONS ARE TO BE ENFORCED.THE CONTRACTOR OR HIS REPRESENTATIVE 6.02 6.20 e ` 6.50 _.- - 6.70 N OO 4 0 ¢a_
OF THE PREPARATION OF THESE PLANS,BUT MAY HAVE BEEN ALTERED WITHOUT THE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC Land Grading -, TO -. Temporary Diversions Temp. Drop Exc. Inlet Prot. - Temp.-- Crossing wu Stream .5 ❑ z 0
OWNER'S KNOWLEDGE.THE CONTRACTOR SHALL VERIFY THIS INFORMATION AND BE AND THE SAFETY OF HIS PERSONNEL. 4 O a
FAMILIAR WITH ALL SITE CONDITIONS(INCLUDING SUBSURFACE CONDITIONS AND 6.03 6.21 6.51 6.71 a _
UTILITIES)PRIOR TO COMMENCING WORK.DAMAGES TO ANY EXISTING FACILITIES Surface Roughening PD Permanent Diversions 11ll Hardware Cloth&Gravel Inlet
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2. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY 9 9 --�R�-- Perm.Stream Crossing a O g2
(ABOVE GROUND AND UNDERGROUND)SHALL BE THE SOLE RESPONSIBILITY OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION(OSHA)IN THE FEDERAL Prot. z w
CONTRACTOR,WHETHER OR NOT SHOWN HEREON. REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 06.04 -r D 6.22 6.52 O 6.72 cc 2
Topsoiling Diversion Dike(Perimeter) .111� O w
Temp.Block&Gravel Intel Prot. Vegetative Streambank Stab. \s. z w
2. ANY U.S.C.&G.S.MONUMENTS FOUND WITHIN LIMITS OF CONSTRUCTION ARE TO BE 3. CONTRACTOR SHALL PROVIDE AND MAINTAIN HIS OWN SAFETY EQUIPMENT IN
PROTECTED. ACCORDANCE WITH THIS HEALTH AND SAFETY PROGRAM AND ALL OTHER APPLICABLE , 6.05 y WB y 6.23 `'n,- 6.53 s 6.73
LEGAL AND HEALTH AND SAFETY REQUIREMENTS.THE CONTRACTOR IS ALSO Tree Preservation&Protection Right-of-Way Diversions ! Sod Drop Inlet Protection - . Structural Streambank Stab.
3. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH RESPONSIBLE FOR PROVIDING HIS EMPLOYEES AND SUBCONTRACTORS WITH 6.06 _ _
OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY 6.54 6.74
COMPANIES.IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND ADEQUATE INFORMATION AND TRAINING TO ENSURE THAT ALL EMPLOYEES COMPLY 0 1 Temp.Gravel Const.Enter/Exit Rock Doughnut Inlet Prot. Bz Buffer Zone
WITH ALL APPLICABLE REQUIREMENTS.CONTRACTOR SHALL REMAIN IN COMPLIANCE °
SCHEDULE ACTIVITIES,WHERE NECESSARY,WITH OTHER CONTRACTORS AND UTILITY WITH ALL OCCUPATION SAFETY AND HEALTH REGULATIONS AS WELL AS THE RUNOFF CONVEYANCE
COMPANIES. ENVIRONMENTAL PROTECTION LAWS.THE FOLLOWING IS NOT PERCEIVED AS THE SURFACE STABILIZATION MEASURE 6.55 OTHER RELATED PRACTICES
Rock Pipe Inlet Protection
ENTIRE SAFETY PROGRAM,BUT JUST BASIC REQUIREMENTS.
4. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL TEMPORARY CONSTRUCTION O 6.10 GL 6.30 6.80
4. ALL EXCAVATIONS BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF -
TRAFFIC RELATED ACCESS POINTS TO THE PROJECT SITE AND/OR SPECIFIC AREAS OF TS Temporary Seeding Grass-lined Channels SEDIMENT TRAPS&BARRIERS =CRS- c I
Constr.Road Stabilization
WORK ON THE PROJECT SITE AS NECESSARY.CONSTRUCTION EXITS WILL BE CLEANED THE DEPARTMENT OF LABOR'S OSHA RULES AND REGULATIONS.PARTICULAR
USING A STREET SWEEPER AS NECESSARY. PS 6.11 RR 6.31 �� �� 6.60 6.81 `���iiiFria
ATTENTION MUST BE PAID TO THE CONSTRUCTION STANDARDS FOR EXCAVATIONS,29P.••.••O
Permanent Seeding Riprap-lined Channels l Temp.Sediment Trap --�SD -� Subsurface Drain `\••.. S't„z� c
CFR PART 1926,SUBPART P.
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIALS SHALL BE DISPOSED OF ��O. •• �'
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS. O S.12 4 P Paved Channels Alek6.61 6.82 ¢e N bzri
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST Sodding Sediment Basin Grade Stabilization Structure :O: w .z=
COLLAPSE AND WILL PROVIDE BRACING,SHEETING OR SHORING AS NECESSARY.
6. ANY DAMAGE TO STATE,COUNTY,OR LOCAL ROADS CAUSED BY THE CONTRACTOR'S O +�•S. c k?'ti
DEWATERING METHODS AND STORMWATER DIVERSION SHALL BE USED AS REQUIRED 6.13 6.326.62HAULING OR EXCAVATION EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR TO GC TSD 6.83 5
THE SATISFACTION OF THE OWNER AND ENGINEER OF RECORD(EOR). TO KEEP TRENCHES DRY DURING EXCAVATION.DEWATERING IS NOT ANTICIPATED. Trees,Shrubs,Vines&GC Temporary Slope Drains �"� Sediment Fence f Check Dam ',060tni �P```
( ) CONTRACTOR TO EXCAVATE TO MEET SLOPING REQUIREMENTS. tt .
6.14 6.33 t
7. RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO CONDITIONS PRIOR TO M Mulching 1 Paved Flume(Chutes) 6.63 6.84 \
CONSTRUCTION.SPECIAL CARE SHOULD BE TAKEN TO RESTORE OFF-SITE AREAS 6. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND Rock Dam /DC Dust Control L
ENFORCE ALL APPLICABLE SAFETY REGULATIONS.THE ABOVE INFORMATION HAS BEEN
DISTURBED BY CONSTRUCTION.THE CONTRACTOR SHALL REPLACE ALL PAVING, PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT RR 6.15 OUTLET PROTECTION 6.64 _ _ 6.85
STABILIZED EARTH,CURBS,DRIVEWAYS,SIDEWALKS,ETC.WITH MATERIALS OF THE THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. Riprap Skimmer Sediment Basin _ Sand Fence(Wind Fence)
SAME TYPE OR BETTER THAN THAT REMOVED DURING CONSTRUCTION.
O 6.16 6.40 6.65
7. CONTRACTOR SHALL SECURE ALL OPENINGS UNDER CONSTRUCTION AT THE END OF DS Vegetation Dune Stabilization �� Level SpreaderrEEn
GRADING AND EARTH WORK: EACH WORKING DAY. Porous Baffles / \ 6.86
Flocculants
6.17 6.41
1. PROPOSED SPOT ELEVATIONS REPRESENT GROUND SURFACE GRADE UNLESS 8. CONTRACTOR TO PROVIDE ONSITE HEALTH AND SAFETY OFFICER,IF REQUIRED. E�RECPE� Rolled Erosion Control Prod. . Outlet Stabilization Structure ' Check Dam with Weir C1
OTHERWISE NOTED ON DRAWINGS. CJ o. - a
DISPOSAL NOTES: A r7 N
2. ALL FILL SHALL CONSIST OF SATISFACTORY SOIL MATERIALS,CLASSIFIED IN 5.6 xe,.mua ay.:ANA 5.7 O DI O in Z
ACCORDANCE WITH ASTM D2487 AND FREE OF ROOTS,OTHER ORGANIC MATTER, 1. PROPER DISPOSAL OF THE WASTE MATERIAL IS THE RESPONSIBILITY OF THE
TRASH,DEBRIS,SNOW,ICE OR FROZEN MATERIALS.UNLESS OTHERWISE NOTED,ALL P4 $ U O
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CONTRACTOR.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND M11
FILL SHALL BE COMPACTED TO A MINIMUM OF 95%MODIFIED PROCTER ASTM D1557 DISPOSAL OF ALL WASTE CREATED BY THIS PROJECT IN ACCORDANCE WITH LOCAL, 0 1-
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MAXIMUM DENSITY. STATE AND FEDERAL GUIDELINES AND LAWS.THE CONTRACTOR SHALL KEEP WORK Ld z
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AREA CLEAN AND REMOVE ALL DEBRIS DAILY AND/OR AS DIRECTED BY THE OWNER. -J
3. ALL NECESSARY FILL THAT IS PLACED DURING CONSTRUCTION SHALL CONSIST OF C g
MATERIAL SPECIFIED BY THE MATERIALS TESTING COMPANY OR THE EOR AND BE 4. Z o
PLACED AND COMPACTED ACCORDING TO THESE PLANS.
RECORD DRAWING REQUIREMENTS: MATERIAL MANAGEMENT PRACTICES: SANITARY WASTE: 0 O H
4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH OI Q
THE MATERIALS TESTING FIRM FOR BACKFILL MATERIAL.TESTS WILL BE REQUIRED THE CONTRACTOR SHALL SUBMIT A CERTIFIED SET OF RECORD DRAWINGS TO THE THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO A MINIMUM OF ONE PORTABLE SANITARY UNIT WILL BE PROVIDED FOR EVERY(10) IW
PURSUANT TO THE REFERENCED SPECIFICATIONS IN THIS PLAN. OWNER.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND WORKERS ON THE SITE.ALL SANITARY WASTE WILL BE COLLECTED FROM THE UNITS A w
ON THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS.RECORD SUBSTANCES TO STORMWATER RUNOFF. MINIMUM OF ONE TIME PER WEEK BY A LICENSED PORTABLE FACILITY PROVIDER IN cc w
5. A QUALIFIED TESTING LABORATORY SHALL PERFORM ALL TESTING NECESSARY TO DRAWINGS SUBMITTED TO THE OWNER AS PART OF THE PROJECT ACCEPTANCE SHALL COMPLETE COMPLIANCE WITH LOCAL AND STATE REGULATIONS. W
ASSURE COMPLIANCE WITH THE REQUIREMENTS OF THESE PLANS.SHOULD ANY COMPLY WITH THE FOLLOWING REQUIREMENTS,IF REQUIRED: GOOD HOUSEKEEPING:
RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THE ALL SANITARY WASTE UNITS WILL BE LOCATED IN ONE AREA WHERE THE LIKELIHOOD C.) coREQUIREMENTS,THE CONTRACTOR WILL BEAR ALL COSTS OF SAID RETESTING.THE A. DRAWINGS SHALL BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE OF THE UNIT CONTRIBUTING TO STORMWATER DISCHARGE IS NEGLIGIBLE.ADDITIONAL Z o
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EOR WILL REVIEW THE TESTING REPORTS FOR COMPLIANCE WITH THE REQUIRED DURING THE CONSTRUCTION PROJECT. CONTAINMENT BMP's MUST BE IMPLEMENTED,SUCH AS GRAVEL BAGS OR SPECIALLY .
SPECIFICATIONS. B. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL UNDERGROUND AND ABOVE DESIGNED PLASTIC SKID CONTAINER AROUND THE BASE,TO PREVENT WASTE FROM
GROUND STORM DRAINAGE,WATER AND WASTEWATER PIPING AND RELATED - AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE CONTRIBUTING TO STORMWATER DISCHARGE.THE LOCATION OF SANITARY WASTE
6. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE APPURTENANCES.ALL CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL AND JOB. UNITS MUST BE IDENTIFIED IN THE PROJECT WORK PLAN.
EXCAVATION IS TO BE UTILIZED ON-SITE IF NEEDED,PROVIDED THAT THE MATERIAL IS VERTICAL LOCATIONS OF UTILITIES AND APPURTENANCES SHALL BE CLEARLY SHOWN - ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT,ORDERLY MANNER IN
DEEMED SUITABLE.EXCESS MATERIAL IS TO BE EITHER STOCKPILED ON THE SITE OR AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS.DRAWINGS SHALL ALSO THEIR APPROPRIATE CONTAINERS AND,IF POSSIBLE,UNDER A ROOF OR OTHER WASTE MATERIALS:
REMOVED FROM THE SITE.THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY SHOW ACTUAL INSTALLED PIPE MATERIAL,CLASS,ETC. ENCLOSURE.
PERMITS THAT ARE NECESSARY FOR REMOVING EXCESS EARTHWORK FROM THE SITE. - PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL ALL WASTE MATERIAL WILL BE COLLECTED AND STORED IN A METAL DUMPSTER.THE
C. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL MANUFACTURER'S LABEL. DUMPSTER WILL MEET ALL SOLID WASTE MANAGEMENT REGULATIONS.ALL TRASH AND
7. ALL DELETERIOUS SUBSURFACE MATERIAL(I.E.MUCK,PEAT,BURIED DEBRIS)IS TO BE INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER.DRAWINGS SHALL - SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE DUMPSTER.THE
a EXCAVATED IN ACCORDANCE WITH THIS PLANS OR AS DIRECTED BY THE OWNER,THE CLEARLY SHOW ALL DETAILS NOT ON THE ORIGINAL CONTRACT DRAWINGS,BUT MANUFACTURER. DUMPSTER WILL BE EMPTIED AS NECESSARY AND TRASH WILL BE HAULED AS
w EOR,OR MATERIALS TESTING COMPANY.DELETERIOUS MATERIAL IS TO BE CONSTRUCTED IN THE FIELD.ALL EQUIPMENT AND PIPING RELOCATION SHALL BE - WHENEVER POSSIBLE,ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF REQUIRED BY LOCAL REGULATIONS.NO CONSTRUCTION WASTE WILL BE BURIED
o STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER.EXCAVATED CLEARLY SHOWN. THE CONTAINER. ONSITE.
AREAS TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN
ON THESE PLANS.CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT D. LOCATION OF ALL INLETS,MANHOLES AND MONITORING WELLS SHALL BE SHOWN. MANUFACTURERS'RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE
F FOLLOWED. ALL PERSONNEL WILL BE INSTRUCTED ON PROPER PROCEDURE FOR WASTE DISPOSAL.
o ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE. - THE JOB SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE PROPER USE AND A NOTICE STATING THESE PRACTICES WILL BE POSTED AT THE JOBSITE AND THE
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DISPOSAL OF MATERIALS ONSITE. CONTRACTOR WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURE ARE
Et w DEMOLITION NOTES: SPILL CLEANUP AND CONTROL PRACTICES: FOLLOWED.
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1. DEMOLITION WORK SHALL NOT BE LIMITED TO THESE DOCUMENTS.CONTRACTOR TO IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES
0. VERIFY ALL EXISTING CONDITIONS AND EXTENT OF REMOVAL OF ITEMS SHOWN PRIOR
DISCUSSED IN THE PREVIOUS SECTIONS,THE FOLLOWING PRACTICES WILL BE a
i TO USING THIS INFORMATION. FOLLOWED FOR SPILL PREVENTION AND CLEANUP: o
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0 2. ANY STRUCTURE NOT SHOWN TO BE REMOVED IS TO REMAIN UNLESS OTHERWISE CONCRETE TRUCKS-CONCRETE TRUCKS WILL HAVE TO WASH DOWN TOOLS,CHUTES, o
a INSTRUCTED BY THE OWNER OR ENGINEER OF RECORD,OR REQUIRED BY FIELD HOPPERS,AND REAR OF VEHICLE AT THE DESIGNATED LOCATION AND DO SO UNTIL
o CONDITIONS. JOB IS COMPLETE.ONCE JOB IS COMPLETED THE DRIED CONCRETE SHALL BE 6 a
REMOVED FROM THE SITE. o
wo 3. CONTRACTOR TO FIELD COORDINATE PHASING OF ALL DEMOLITION TO LIMIT
a INTERRUPTION OF TRAFFIC FLOW AND DAILY OPERATIONS. w
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0 4. CONTACT OWNER IMMEDIATELY IF ANY UNDERGROUND STRUCTURES,FOUND DURING
EC
j EXCAVATION,IMPEDE THE COMPLETION OF CONSTRUCTION AS SHOWN. DRAIN"BY: KR`
o CHECKED Br KRK
0 5. EXISTING WELLS ENCOUNTERED ONSITE ARE TO BE REPORTED TO THE OWNER TO
z DETERMINE IF WELLS ARE TO REMAIN INTACT OR BE PROPERLY ABANDONED BY A GENERAL NOTES
o WATER WELL CONTRACTOR LICENSED BY THE STATE OF FLORIDA. SHEET NO
0 6. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE,OPERATION,AND o 1\.//-�-1 w .0
MONITORING OF BEST MANAGEMENT PRACTICES AS OUTLINED IN THE EROSION&
y SEDIMENT CONTROL SHEETS.
GENERAL NOTES
7. CONTRACTOR TO CLEAR,GRUB AND REMOVE ALL DEBRIS ON SITE AS NECESSARY TO Know what's below. PROJECT 2: 042244
COMPLETE WORK.
3 Call before you dig. DATE 0.27.2024
6

I LEGEND:
S� SYMBOL DESCRIPTION
EXISTING CONTOUR MINOR
K N 1
O W
r� _ EXISTING CONTOUR MAJOR
I w a ..1 ++ gg UZ
( I EXISTING LANDSCAPE BUFFER f.- g O
S w U t EXISTING GRAVEL ACCESS ROAD •.Q ?36 w M
W w
Q O
i j ' EXISTING TREE LINE N 0 # O W
1_._ ran ❑ Z O
S F p —.-*-.—*— EXISTING SECURITY FENCING t' O d
W II o- w Q 2
I to
_ 41kZ U
EXISTING SECU w '---
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a H m
RIT yFENCING O w
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— N T O ES:
XI sr
N G
S
•EC,-- , i =
U
i = - - � � - � - RITY FE 1. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY
— NC
N G
- EXISTING ITEM DURING CONSTRUCTION,SUCH AS,BUT NOT LIMITED TO,
_ _ _ = _ = __ •_ - DRAINAGE,UTILITIES,PAVEMENT,STRIPING,CURB,ETC.REPAIRS SHALL BE
= - -
�i - - - EQUAL TO OR BETTER THAN EXISTING CONDITIONS.CONTRACTOR IS
- � �� - - RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND NOTIFY
= - - - -
- o - - - CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION START.
_ . ii = _ = _ _ — 1 2. CONTRACTOR SHALL FOLLOW ALL LOCAL,STATE,AND FEDERAL
S - _ _ •_ _ : = ' _ �� _ _ _ _ _ = REGULATIONS IN DISPOSING OF DEMOLISHED MATERIALS REMOVED FROM d
- - _ = /,/
, - - _ - - THIS SITE. c
II - - 3. ALL DIMENSIONS,STRUCTURES AND ELEVATIONS TO BE FIELD VERIFIED.
�; :: - = - - — 4. THE CONTRACTOR IS RESPONSIBLE FOR SURVEY STAKEOUT OF ALL `11111I1//p/
i — 1 I/ _ = _ �: = _ _ _ _ = IMPROVEMENTS.DISCREPANCIES BETWEEN THE PLANS,CONSTRUCTION `s‘ P••,,, 3���
_ - - - STAKES,AND FIELD CONDITIONS SHALL BE REPORTED TO THE ENGINEER OF \ ••/'�
- _ — — _ — _ — RECORD IMMEDIATELY FOR RESOLUTION PRIOR TO INSTALLATION OF ��0: m•y
- - _ - _ _ = _ = i1 PROPOSED IMPROVEMENTS S.
_Q; N W:��
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_ _ �' REFERENCE DRAWINGS: °°�N„ °�
_ �� _ - - - - _ - _ I! 1. BACKGROUND IMAGERY TAKEN FROM CIVIL 3D GEOLOCATION MAP,
- •_ _ - �� = • _ _ - - : _ _ ONLINE COUNTY GIS,OR GOOGLE EARTH.
_ _ :: m _ = _ _ - 2. REFERENCE DRAWING:AZIMUTH ENERGY,LLC,IFC DRAWINGS DATED:
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:� E • : - - = 07/31/2023,PROJECT NUMBER:2006-101
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ROSE ACRE FARMS SOLAR EXISTING CONDITIONS ROSE SOLAR ARMS
o 811 EXISTING CONDITIONS
SHEET 1 OF 2 SHEET10F2
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j SCALE: 1 inch = 40 ft.
ai Know what's below. PROJECT#. 042244
3 Call before you dig. DATE 08.27.2024
6

• 8 —_ _ _ _ _
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_ _ E E LEGEND:
SYMBOL DESCRIPTION
. 0 • , :- _ Y = — _ _ =. U EXISTING CONTOUR MINOR
_ _ m I Q - — —
�� = = = _ — a m - — - _ EXISTING CONTOUR MAJOR
�! W
>?LL'
m = = — O — — F- I -
w �� — a o z ---- j• r'''''''', EXISTING LANDSCAPE BUFFER IY0 i
I 1• \s.
_ N
r� _ o I a _ --— O L .J V 0 P
•
w • — — — _- ,,�_, EXISTING GRAVEL ACCESS ROAD y Q. 5
p — ? — = — — = — — _ 2 V O W d
• _ _ _ : _ _ — _ U~j EXISTING TREE LINE k i
O
_ • W• y p —•—.—.—.-•
EXISTING SECURITY FENCING Ea) 4 0_
•
' :
o ,. — _ - - - = — — — — oa a W_ W
_ I — — _ NOTES:
i .•••• FA. - •'� — 1. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY
• - �� = — — — — — _ _ M Z _ _ _ -- --- EXISTING ITEM DURING CONSTRUCTION,SUCH AS,BUT NOT LIMITED TO,
- - — n - d - - '. _ ° DRAINAGE,UTILITIES,PAVEMENT,STRIPING,CURB,ETC.REPAIRS SHALL BE
= — = — — — —
_� _ — — — EQUAL TO,OR BETTER THAN,EXISTING CONDITIONS.CONTRACTOR IS
— — _ __ RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND NOTIFY
•
_ _ _ _ _ _ _
a - — — — — CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION START.
• _ - - — _ _ = _ _ •
I 2. CONTRACTOR SHALL FOLLOW ALL LOCAL,STATE,AND FEDERAL
_ — REGULATIONS IN DISPOSING OF DEMOLISHED MATERIALS REMOVED FROM el
_ I • — — — • THIS SITE. o
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I — — — o
— _ — _ 3. ALL DIMENSIONS,STRUCTURES AND ELEVATIONS TO BE FIELD VERIFIED.4. THE CONTRACTOR IS RESPONSIBLE FOR SURVEY STAKEOUT OF ALL ��111I11111
• r� IMPROVEMENTS.DISCREPANCIES BETWEEN THE PLANS,CONSTRUCTION `�� P••,,, 3���
STAKES,AND FIELD CONDITIONS SHALL BE REPORTED TO THE ENGINEER OF \ ^••n••••
_ — — I RECORD IMMEDIATELY FOR RESOLUTION PRIOR TO INSTALLATION OF �0: '...
_ - _ _ PROPOSED IMPROVEMENTS. _Qt ,13 r✓'�
=OIL ' _ _ _ _ _ _ _ _ _
': _ _ _ _ _ _ _ _ _ •
REFERENCE DRAWINGS: 'IIN„
EXISTING SOLAR ARRAY E. — — — 1. BACKGROUND IMAGERY TAKEN FROM CIVIL 3D GEOLOCATION MAP,
�I I2 = I — - _ — _ _ = _ _ — I ONLINE COUNTY GIS,OR GOGGLE EARTH.
— _ _ 2. REFERENCE DRAWING:AZIMUTH ENERGY,LLC,IFC DRAWINGS DATED:
• �� — �- — — _ _ — — : = — — - _ 07/31/2023,PROJECT NUMBER:2006-101
u M_ - •
— — -EXISTING SOLAR ARRAY �� _ _ _ _
�'� _• _ W_ _ "
o
. = /I OA
_ _ 0 Z
— — _ —• _ = - - _ _ Z_
_ _ _ J_>
, 1 / /
411—) c)c) c°c°
—• = = — — = = = — = = = / w
i, ,
. 1 ,,f/ _ _ — —
EXISTING •
SECUIZITy FENCING I — — — — — — —
•
•
\ EXIS• TING SECURITY FENCING
X
L ZO _
cv
\ I N
O /1/
p
d
w L;v. :
n,1 pIwED
zo ROSE ACRE FARMS SOLAR EXISTING CONDITIONS ROSE SOLAR ARMS
3 811
SHEET 2 OF 2SHEET 20F2
ID
a
SHEET NO.
� � C-2. 1
SCALE: 1 inch = 40 ft.
Know what's below. PROJECT.: 042244
3 Call before you dig. DATE 08.27.2024
6

I LEGEND:
SYMBOL DESCRIPTION
EXISTING GRAVEL j I I EXISTING CONTOUR MINOR
AREA TO BE UTILIZED K y +,
LIMITS OF DISTURBANCE AS CONSTRUCTION 1 j EXISTING CONTOUR MAJORI
APPROX.:4.20 ACRES ENTRANCE w I o r Y L V Z
N1EXISTING LANDSCAPE BUFFERfiPROPOSED FIRE BREAK �_- --- -- wU(SEE DETAILS) U EXISTINGGRAVEL :-,,,,,_.4:3„:4:!: EXISTINGGRAVELACCESS ROADyCLct
1
")
Q AREA TO BE UTILIZED V O K W a
„ — k I AS CONSTRUCTION EXISTINGTREELINE O Qr -sF-ypp_ O Q ENTRANCEO / I EXISTING SECURITY FENCING O 0_
a
61 j()
_ z PROPOSED SINGLE } a _
o SE w 22 , ---- I SF
PROPOSED SILT FENCING Wa' Q
ROW SILT FENCING I a U CC
o EXIS I (SEE DETAILS AND LOD PROPOSED LIMITS OF DISTURBANCE Z H co 3 = _ TING CURT-n FEN. w GUIDANCE NOTES)
oy - = = _ ING , o PROPOSED FIRE BREAK PROPOSED FIRE BREAK \� Z LU
z _ _ S.
-'L3f_�O (SEE DETAILS)
NOTES:
o • - - - EXISTING SECURITY FENCING 6��Og��W. TWO I 1. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY
i. r : , =
„ _
- _ _ - - EXISTING ITEM DURING CONSTRUCTION,SUCH AS,BUT NOT LIMITED TO,
9 = _ _ _ - I DRAINAGE,UTILITIES,PAVEMENT,STRIPING,CURB,ETC.REPAIRS SHALL BE
I I}' "• _ - - _ � I EQUAL TO,OR BETTER THAN,EXISTING CONDITIONS.CONTRACTOR IS
I ��) I' - - - - - = RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND NOTIFY
= /I CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION START.
d - _ _ _ 2. CONTRACTOR SHALL FOLLOW ALL LOCAL,STATE,AND FEDERAL
' REGULATIONS IN DISPOSING OF DEMOLISHED MATERIALS REMOVED FROM d
:' r _ _ _ _ _ - THIS SITE. o0
if , .
d v f I 3. ALL DIMENSIONS,STRUCTURES AND ELEVATIONS TO BE FIELD VERIFIED. w
- = = _ _ _ _ _ = i 4. THE CONTRACTOR IS RESPONSIBLE FOR SURVEY STAKEOUT OF ALL `11111I1//p/
/ . = �� IMPROVEMENTS.DISCREPANCIES BETWEEN THE PLANS,CONSTRUCTION .' /�
- • I _ _ _ — _ /_ =— STAKES,AND FIELD CONDITIONS SHALL BE REPORTED TO THE ENGINEER OF `� ...................�
• _ _ _ RECORD IMMEDIATELY FOR RESOLUTION PRIOR TO INSTALLATION OF �0
d - - b�,,�
_ — _ = . - ,o =„ii =
_ - - - =_ : `� f I PROPOSED IMPROVEMENTS. =U N W' z:Zy
r 1 ...
E E :: E . ...,.
/ = _ _ _ - 5 1� REFERENCE DRAWINGS: °°�N„ P���
E •
JI
:. I _ _ _ _ - P I I 1. BACKGROUND IMAGERY TAKEN FROM CIVIL 3D GEOLOCATION MAP,
- _ = _ E i ONLINE COUNTY GIS,OR GOOGLE EARTH.
_ .27 _ O = _ = _ = i 2. REFERENCE DRAWING:AZIMUTH ENERGY,LLC,IFC DRAWINGS DATED:
/1 j 07/31/2023,PROJECT NUMBER:2006-101
• — _ — — • Y LIMITS OF DISTURBANCE - _ = ff
APPROX.:4.20 ACRES pp �_ LA - - _ = w
• '� EXISTING SOLAR ARRAY = __ = r: `REFERENCE NC STATUE 143-214.7.(b2) V J d a
I _ _ _ _ _ I STORMWATER RUNOFF RULES AND PROGRAMS M N
- - *'NO VEHICLE TRAFFIC OR COMPACTED O
= _ _ = _ _ _ _ = = I MEASURES ALLOWED WITHIN FIRE BREAK Q0 I Z
_ _ = _ _ _ E •
XISTING SOLAR ARRAY = 9 p4 C) U Q
- L = 23'MAXIMUM I-
Q�, - - = a 1 4"MINIMUM OF ABC CRUSHED GRANITE STONE dl LE1 z
• I I ,.
..
_ _ _ _ _ _ _ • 0' -LOOSE SPREAD(SEE SPECS ON SHEET C6.0) �) m
_ _ _ _ _ (�/ L�/�j C
- •
, _ - - _ - _ _ __ ...4 I /_////// ///j/////////// O C Lu
Lu
GEOTEXTILE FABRIC 0) Q
- - - - - - - _ - - 4I O U
— _ _ _ _ _ _ _ FIRE BREAK DETAIL W cn
PROPOSED SINGLE e = _ - i - - NOT TO SCALE t
L� YROW SILT FENCING `A W - _ _ _ _ _ _ - v7 I U Q(SEE DETAILS AND m : i = - - _ _ _ - _ - I, zo
0 _ - = ( - - - - - - - - I LIMITS OF DISTURBANCE g
GUIDANCE NOTES) — • _ _ _ _ _ _ _ ...
_ _ O Uco
• _ .
C7 B APPROX.:4.20 ACRES Z
,____
JE'l/ I
w _ = _ - = _ GUIDANCE WORK PLAN:
3i G j - i
- - _ 1. IF CONTRACTOR IS ABLE TO DISTURB THE MAXIMUM LINEAR FEET OF FIRE BREAK
rp IMPROVEMENT,COMPLETING GEOTEXTILE FABRIC AND 4"MINIMUM DEPTH OF
• •
2 j _ _ _ _ _ _ STONE LOOSELY SPREAD,DURING THE SAME CALENDAR WORK DAY,BMP'S MAY BE
pp6, _ REDUCED.av5 - o "F I�---------_ _ _ _ = - - 2. INSTALL AND MAINTAIN ALL BMP'S AS SHOWN ON PLAN.
o+ = - = '',Ie _ _ _ _ — _ _ 3. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
"v _ _ _ _ _ _ _ 13 STABILITY ANDOPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT
LJ ce =; = - = = If. h ,�'' _ _ _ _ _ _ _ - IN NO CASE LESS THAN ONCE EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE
U ; = _ _ = M = Z,,/b - - — _ _ - _ = IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
a = - - - - - - — •
- • 4. SEDIMENT WILL BE REMOVED FROM ONSITE EXCAVATION IN A MANNER TO NOT
o / •
�1 = _ •m _ _ _ _ _ _ _ - CROSS CONTAMINATE OR ALLOW FOR RELEASE ONTO ANY AREA NOT APPROVED
_ = W _ _ FOR STOCKPILING.
ce
�" I _ _ _ _ _ _ = 5. SEDIMENT AND EROSION CONTROL DEVICES ARE TO BE INSPECTED AND
— - = = - MAINTAINED DAILY.ANY DAMAGE IS TO BE REPAIRED IMMEDIATELY.SEDIMENT
- = = I I _ _ _ _ _ _ _ �, WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
a = — = = - - - - j� PROPOSED SINGLE 0.5 FEET DEEP AT THE FENCE.THE SEDIMENT FENCE WILL BE REPAIRED AS
o PROPOSED FIRE BREAK O • _ _ = _ _ _ `� ROW SILT FENCING NECESSARY TO MAINTAIN A BARRIER.
in (SEE DETAILS) - - - - - - (SEE DETAILS AND 6. ALL SEEDED AREAS WILL BE FERTILIZED,RE-SEEDED AS NECESSARY,AND
w = : _ / I = _ _ _ _ _ _ _ GUIDANCE NOTES) MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN
o = = y I 0 A VIGOROUS, ENSE VEGETATIVE COVER.
c w _ ._ - - - - — / D O
rc- z
— IQ
V I _ _ h Li y w
_ ¢ _ cq- _ PROPOSED FIRE BREAK
d w - j'(n I _ _ _ _ _ — (SEE DETAILS)
= I _ _ _ _ •
EROSION AND SEDIMENT CONTROL SCHEDULE a
C." = = = _ to I r4/ _ _ _ _ _ _ _ _ _ ' >y CONSTRUCTION ACTIVITY CONSTRUCTION ACTIVITY(WEEKS) W
z Ih - �i - II I' ,.. '1 — _ - - - _ - - Pd I 1 2 3 4 5 6 7 8 9 10 y
w
ROSE ACRE FARMS SOLAR 1 VERIFY THAT A NPDES PERMIT HAS BEEN APPROVED PRIOR TO COMMENCEMENT OF FIELD ACTIVITIES. X
CC DRAWN DV: KRK
0
CONTRACTOR TO ENSURE EROSION AND SEDIMENT CONTROL SEQUENCE AND PLANS ARE BEING FOLLOWED THROUGHOUT THE
2 PROJECTS DURATION. X CHECKED ay. rcarc
EROSION AND SEDIMENT CONTROL PLAN 3 CONTRACTOR TO FLAG,IDENTIFY AND PROTECT ALL UNDERGROUND UTILITIES WITHIN THE PROJECT AREA. X ROSE ACRE FARMS
i SOLAR
4 CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE AS SHOWN ON THE PLANS,AS NEEDED. X E&SC PLAN
.13 SHEET 1 OF 2
5 CONTRACTOR TO INSTALL PERIMETER CONTROLS AS SHOWN ON THE PLANS,IE SILT FENCING,AS NEEDED. X SHEET 1 OF 2
o I 1
0 6 CONTRACTOR TO VERIFY THAT ALL EROSION AND SEDIMENT CONTROLS WERE INSTALLED IN ACCORDANCE WITH THE PLANS AND x SHEET no.
8
STATE REGULATIONS.
o
\ si 0 30 60
I I I 'iD 2,r
7 CONTRACTOR TO PERFORM CONSTRUCTION OPERATIONS IN ACCORDANCE WITH STATE REGULATIONS. X X X X X 3 O
l.,
SCALE: 1 inch = 60 ft. 8 CONTRACTOR SHALL MONITOR AND MAINTAIN ALL PERIMETER CONTROLS AND BMP'S AND REMOVE ANY ACCUMULATED X X x X X
Know what's below. SEDIMENT AFTER RAINFALL EVENTS. PROJECT. oa a
3 Cal I before you dig. 9 CONTRACTOR SHALL NOTIFY ENGINEER WHEN SITE STABILIZATION HAS BEEN ACHIEVED. X DATE 08.:7.2024
6

\e _ - _ I ' _ = _ q LEGEND:
I� PROPOSED SINGLE
p PROPOSED FIRE BREAK Dp •
= _ _ _ _ _ _ _ L� _ II ROW SILT FENCING SYMBOL DESCRIPTION
(SEE DETAILS) • r = I - = (SEE DETAILS AND
al GUIDANCE NOTES) EXISTING CONTOUR MINOR
II
EXISTINGCONTOURMAJOR_— — — `` --- — — — 'I —- — - � EXISTINGLANDSCAPEBUFFER PROPOSED FIRE BREAK — ,— — -�� �, EXISTING GRAVELACCESS ROAD N
- _ — _ _ _ - (SEE DETAILS) �...O_ — — — _ — — •
UO3 _ _ m I — — — _ = — — B rwvw� EXISTINGTREELINE n - _ - _ a — --.- EXISTINGSECURITYFENCINGwu I _ _ _ _ _ Y i• f • I sF PROPOSEDSILTFENCING; _ _ _ _
q _ _ _ _ _ _ = oZLOD PROPOSEDLIMITSOFDISTURBANCE ZI _ m � I _ _ _ _ _ _ _ _ _ w PROPOSEDFIREBREAKI _ = I'll _ — — — — — — I w 11 = — — •
UNOTES_ _ —— _ I — — _ = _ 1. CONTRACTORISRESPONSIBLEFORREPAIRINGTHEDAMAGEDONETOANY
J� — _ EXISTINGITEMDURINGCONSTRUCTION,SUCHAS,BUTNOTLIMITEDTO,
�_ rm __ = DRAINAGE,UTILITIES,PAVEMENT,STRIPING,CURB,ETC.REPAIRS SHALL BE
LIMITS OF DISTURBANCE — I I — = = : = _ ' EQUAL TO,OR BETTER THAN,EXISTING CONDITIONS.CONTRACTOR IS
APPROX.:420 ACRES I _ _/ i : i r•
RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND NOTIFY
- _ I CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION START.
J I� I 2. CONTRACTORSHALLFOLLOWALLLOCAL,STATEANDFEDERAL
•
II _ _ _ _ _ _ (, REGULATIONS IN DISPOSING OF DEMOLISHED MATERIALS REMOVED FROM •
Yd : $ THISSITE._ — _ _ 3. ALLDIMENSIONS,STRUCTURESANDELEVATIONSTOBEFIELDVERIFIED.=_ - — _ - = _ _ I 4. THECONTRACTORISRESPONSIBLEFORSURVEYSTAKEOUTOFALLPROPOSED SINGLE _ ! I • _ _ _ _ _ _ _ _ _ _ _ {, IMPROVEMENTS.DISCREPANCIES BETWEEN THE PLANS,CONSTRUCTION �',,
Q PROWSILTFENCING l — = STAKESANDFIELDCONDITIONSSHALLBEREPORTEDTOTHEENGINEEROF(SEE DETAILS AND ( _ — RECORD IMMEDIATELY FOR RESOLUTION PRIOR TO INSTALLATION OF �GUIDANCE NOTES) _ _ � I _ _ _ _ _ _ _ _ PROPOSED SINGLE PROPOSED IMPROVEMENTS.•
• I — — ROWSILTFENCING(SEEDETAILSAND• %'S �v _ _ _ _ _ — = _ _ _ = GUIDANCE NOTES) �('•• ••i _ _ _ _ _ _ = _ _ _ _ REFERENCEDRAWINGS: �''� /,,,— HRAY _. _ I _ _ _ — _ _ _ — _ = g. 1. BACKGROUND IMAGERY TAKEN FROM CIVIL 3D GEOLOCATION MAPWI -� — A 1 — — — - = I ONLINE COUNTY GIS,OR GOOGLE EARTH.
�� -n _ _ _ _ _ _ E — _ _ _ = I 2. REFERENCE DRAWING:AZIMUTH ENERGY,LLC,IFC DRAWINGS DATED:
— — Q, _ p I 07/31/2023,PROJECT NUMBER:2006-101
• = u - _ = — _ _ _EXISTING SOLAR ARRAY Mr _ _ _ _ YY��
_ III — __ _ _ _ __ __ _ _
w _ =
•
• f ,
.� = - - = = _ — _ I
LIMITS OF DISTURBANCE
— _ : = - _ I _ — _ _ _ APPROX.:4.20 ACRES w Ci
— — - - — „fir�Ij - d _
• = A = = , `REFERENCE NC STATUE 143-214.7.(b2) V J
_ . _ . _ ! STORMWATER RUNOFF RULES AND PROGRAMS O M N
— — I q *'NO VEHICLE TRAFFIC OR COMPACTED•
0 Z
= ' MEASURES ALLOWED WITHIN FIRE BREAK I O
o
23'MAXIMUM _ 0
W Z
. � -LOOSE SPREAD(SEE SPECS ON SHEET C6.0)"MINIMUM OF ABC CRUSHED GRANITE E �) m
II — — 4"MIN•�� ���� Z r Z
////// ////////////// d W W
_ •
. f i 4
; I GEOTEXTILE FABRIC OI Q
O
— FIRE BREAK DETAIL W I r_
-1 •
— f.: / NOT TO SCALE W W
/ / -- ...)
•
f 1 4 .
p
AI
•
0 •
_ g GUIDANCE WORK PLAN:
& _
�!I / 1. IF CONTRACTOR IS ABLE TO DISTURB THE MAXIMUM LINEAR FEET OF FIRE BREAK
IMPROVEMENT,COMPLETING GEOTEXTILE FABRIC AND 4"MINIMUM DEPTH OF
— •
STONE LOOSELY SPREAD,DURING THE SAME CALENDAR WORK DAY,BMP'S MAY BE
— — II REDUCED.
- — — — — If/ 4 •
2. INSTALL AND MAINTAIN ALL BMP'S AS SHOWN ON PLAN.
•
3. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
_ •
• STABILITY AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT
m IN NO CASE LESS THAN ONCE EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE
ce
•EXISTING pp IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
•
a SECURITY F ,I 4. SEDIMENT WILL BE REMOVED FROM ONSITE EXCAVATION IN A MANNER TO NOT
L L�_�tf a FENCING I I CROSS CONTAMINATE OR ALLOW FOR RELEASE ONTO ANY AREA NOT APPROVED
Np ��� •.• ----_ FOR STOCKPILING.
� � p� f� -- II 5. SEDIMENT AND EROSION CONTROL DEVICES ARE TO BE INSPECTED AND
in PROPOSED FIRE BREAK —L ��L�- I 1 -•• _ . MAINTAINED DAILY.ANY DAMAGE IS TO BE REPAIRED IMMEDIATELY.SEDIMENT
z (SEE DETAILS) c;iF ��J ` •� — = WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
LIMITS OF DISTURBANCE _ _
0.5 FEET DEEP AT THE FENCE.THE SEDIMENT FENCE WILL BE REPAIRED AS
APPROX.:4.20 ACRES -�-c� ��sF •• EXISTING SECURITY PENCING •• '• i \ 6. ALL SEEDED AREANECESSARY TO S WILL NBE BARRIER.
ZED,RE-SEEDED AS NECESSARY,AND
w PROPOSED SINGLE -toe-s� MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN
ROW SILT FENCING I ����-Lbp--c, A VIGOROUS,DENSE VEGETATIVE COVER. zo
,I (SEE DETAILS AND l PROPOSED FIRE BREAK _sE_ `� t_
GUIDANCE NOTES) _1Op-s'� a
(SEE DETAILS) 'ro0- ! j g o
m LIMITS OF DISTURBANCE too-�,_ I, p o
o APPROX.:4.20 ACRES o
d w
PROPOSED SINGLE
U 8 ROW SILT FENCING
✓ �' EROSION AND SEDIMENT CONTROL SCHEDULE o
I- (SEE DETAILS AND
a �� GUIDANCE NOTES) I CONSTRUCTION ACTIVITY CONSTRUCTION ACTIVITY(WEEKS) w Q
1 2 3 4 5 6 7 8 9 10
w
rn
o
ROSE ACRE FARMS SOLAR 1 VERIFY THAT A NPDES PERMIT HAS BEEN APPROVED PRIOR TO COMMENCEMENT OF FIELD ACTIVITIES. X
CC DRAWN Br KRK
000NTRACTOR TO ENSURE EROSION AND SEDIMENT CONTROL SEQUENCE AND PLANS ARE BEING FOLLOWED THROUGHOUT THE
2 PROJECTS DURATION. X CHECKED ay. rcarc
EROSION AND SEDIMENT CONTROL PLAN ROSE ACE SOLAR ARMS
3 CONTRACTOR TO FLAG,IDENTIFY AND PROTECT ALL UNDERGROUND UTILITIES WITHIN THE PROJECT AREA. X
0 4 CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE AS SHOWN ON THE PLANS,AS NEEDED. X E&SC PLAN
SHEET2 OF 2 5 CONTRACTOR TO INSTALL PERIMETER CONTROLS AS SHOWN ON THE PLANS,IE SILT FENCING,AS NEEDED. X SHEET 2 OF 2
c CONTRACTOR TO VERIFY THAT ALL EROSION AND SEDIMENT CONTROLS WERE INSTALLED IN ACCORDANCE WITH THE PLANS AND x SHEET NO.
I 1 0 6
.."' 8 STATE REGULATIONS.
0
\ 6i i0 7 CONTRACTOR TO PERFORM CONSTRUCTION OPERATIONS IN ACCORDANCE WITH STATE REGULATIONS. X X X X X -3 1
l.,
SCALE: 1 inch = 60 ft. 8 CONTRACTOR SHALL MONITOR AND MAINTAIN ALL PERIMETER CONTROLS AND BMP'S AND REMOVE ANY ACCUMULATED X X x X X
Know what's below. SEDIMENT AFTER RAINFALL EVENTS. PROJECT.: 042244
3 Cal I before you dig. 9 CONTRACTOR SHALL NOTIFY ENGINEER WHEN SITE STABILIZATION HAS BEEN ACHIEVED. X DATE 08.:7.2024
6

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER a
Implementing the details and specifications on thisplan sheet will result in the construction -A a 0)
p g p 2. Provide drip pans under any stored equipment. ° ° sa �."^ "^B pia > ;
activity being considered compliant with the Ground Stabilization and Materials Handling ,, �0rORSTPLES"`' °o ° RI �- : 0 z
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the > < "� <° ��° « "�" nz o
sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The °> <d IIu� n €""- <°> <° "'oE°� u a� s H a
permittee shall comply with the Erosion and Sediment Control plan approved by the project. 0�o o\o <°in n�° 13 ° o
4. Collect all spent fluids,store in separate containers and properly dispose as _A °��_ SFCRON R-B u O o w a
delegated authority having jurisdiction.All details and specifications shown on this sheet . ai O = a
maynot apply depending on site conditions and the delegated authorityhavingjurisdiction. hazardous waste(recycle when possible). 'B WO a Z o
ppY p g gc , Pops w 0CL
5. Remove leaking vehicles and construction equipment from service until the problem CONCRETE ���'o�„4,H.4?MI", SF°nON A-A "�T"` "°`"^°" DETERMINED IN
a o a
SECTION E:GROUND STABILIZATION has been corrected. I�aII R CONCRETE """` "'�."M'", SHALL" a MAINTAINED U 0,y
ua Aa urjmuo TM x io nHo/sa fl souom
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products ""`�'s'° TM`�" W�5H0UlT ",","""„ Z I-CO
Required Ground Stabilization Timeframes PLAN ",.A"�D•TM� .�"on®�„� PLAN "rESOF�E"OAR".
to a recycling or disposal center that handles these materials. z LU
Stabilize within this s°� o E MARKED `;�
many calendar BELOW GRADE c WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTUREENc \`
Site Area Description Timeframe variations NOT To SCALE
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers.
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. -
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local a-
(b) High Quality Water waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. o
HQW Zones 7 None 4. Locate waste containers on areas that do not receive substantial amounts of runoff
(HQW) 3. Manage washout from mortar mixers in accordance with the above item and in a"""",,�
from upland areas and does not drain directly to a storm drain,stream or wetland. additionplace the mixer and associated materials on impervious barrier and within �`\ P,...,,so^,.
(c) Slopes steeper than If slopes are 10'or less in length and are p ;o, N .÷
5. Cover waste containers at the end of each workdayand before storm events or lotperimeter silt fence. 0, ck cc=
3:1 7 not steeper than 2:1,14 days are provide secondarycontainment. Repair or replace damaged waste containers. _0 N W: Etz=.
allowed p p g 4. Install temporary concrete washouts per local requirements,where applicable. If an o 2ig;
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for may•.. PAS
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two ��'%otiri •<
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or -
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
ditches,perimeter slopes and HQW Zones 1. Do not dump6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
(e) Areas with slopes p paint and other liquid waste into storm drains,streams or wetlands.
p can be shown that no other alternatives are reasonably available. At a minimum, 6L4 45
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive V3 d
there is zero slope waters unless no other alternatives are reasonably available. �, NO N
spills or overflow.
Note:After thepermanent cessation of construction activities,anyareas with temporary 3. Contain liquid wastes in a controlled area. O o z
p Y 7. Locate washouts in an easily accessible area,on level ground and install a stone I
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the P4 a:i (-) o
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. 0 w z
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. °g m
8. Install at least one sign directing concrete trucks to the washout within the project vi a
surface stable against accelerated erosion untilpermanentground stabilization is achieved. a
g limits. Post signage on the washout itself to identify this location. - D
PORTABLE TOILETS d z d
GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75%capacity to limit d w w
1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tarp,sand bags or other temporary structural ° ~ 1-
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonablyavailable. If 50 foot e CS '
techniques in the table below: components when no longer functional. When utilizing alternative or proprietary
q offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions. ui E F
Temporary Stabilization Permanent Stabilization on a gravel pad and surround with sand bags. eE 10. At the completion of the concrete work,remove remaining leavings and dispose of w Y
•Temporary grass seed covered with straw or • Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance c
other mulches and tackifiers other mulches and tackifiers foot traffic areas. 0 .
caused by removal of washout. ® a
• Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
• Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
without temporary grass seed • Hydroseeding with properly operating unit.
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
• Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
• Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions.
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the
•Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of
retaining walls and surface waters unless it can be shown no other alternatives are reasonably
• Rolled erosion control products with grass seed available. accidental poisoning.
3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of possible or where they may spill or leak into wells,stormwater drains,ground water
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. or surface water. If a spill occurs,clean area immediately.
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite.
E, construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
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2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated o 'E
HAZARDOUS AND TOXIC WASTE
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. = p
, 1. Create designated hazardous waste collection areas on-site.
4. Provide ponding area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment. o
EL offsite.
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. o
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or surrounded by secondary containment structures. -
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CC NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 CHECKED
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i E&SC DETAILS
0
4 SHEET NO
CI
811 , C-4.0
EROSION AND SEDIMENT CONTROL DETAILS ��
- - Know what's below. PROJECT„ 002240
3 Call before you dig. DATE 06272024
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PART III PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING ? Z
Self-inspections are required during normal business hours in accordance with the table 1. E&SC Plan Documentation 1.Occurrences that Must be Reported 2 2
below. When adverse weather or site conditions would cause the safety of the inspection .�a) w Q
The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences: a - Lu o
personnel to be in jeopardy,the inspection may be delayed until the next business day on U w 0_O L o
approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland. aR D 5 E <w
which it is safe to perform the inspection. In addition,when a storm event of equal to or The following items pertaining to the E&SC plan shall be kept on site and available for LOU o ?°
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be a a o
inspection at all times during normal business hours. w a=
performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if: L v,
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more, Z a iz
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Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours, i Oz Lu
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete,date • They hours) locations,dimensions and relative elevations and sign an inspection report that lists each cause sheen on surface waters(regardless of volume),or
(1)Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume).
maintained in If no daily rain gauge observations are made during weekend or
good working holiday periods, and no individual-day rainfall information is plan. This documentation is required upon the
order available,record the cumulative rain measurement for those un- initial installation of the E&SC measures or if
attended days (and this will determine if a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
needed). Days on which no rainfall occurred shall be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
"zero." The permittee may use another rain-monitoring device s+_
(b) A phase of grading has been completed. Initial and date a copy of the approved E&SC (Ref:40 CFR 302.4)or G.S.143 215.85.
approved by the Division. c
(2) E&SC At least once per 1. Identification of the measures inspected, plan or complete,date and sign an inspection o
Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the ss��t,�......j'iz
and within 24 3. Name of theperson performingthe inspection, (d) Anticipated bypasses and unanticipated bypasses. ;\ P•.••,..0^�. c
p construction phase. �,y.
hours of a rain 4. Indication of whether the measures were operating =�' N bW;ri_
event>1.0 inch in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC =At N W= zZ=
24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the �•S* o 4g
6. Description,evidence,and date of corrective actions taken. plan. report to indicate compliance with approved environment. '•%),.p'•• •;iP�,�
(3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications. zhii,in
discharge 7 calendar days 2. Date and time of the inspection, i
outfalls(SDOs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements
hours of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC measures
event>1.0 inch in sheen,floating or suspended solids or discoloration, have been performed. After a permittee becomes aware of an occurrence that must be reported,he shall contact 24 hours 5. Indication of visible sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the
6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC other requirements listed below. Occurrences outside normal business hours may also be
(4)Perimeter of At least once per If visible sedimentation is found outside site limits,then a record to E&SC measures. plan or complete,date and sign an inspection
site 7 calendar days of the following shall be made: report to indicate the completion of the reported to the Department's Environmental Emergency Center personnel at(800)
and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action. 858-0368. w V
hours of a rain the site limits, V3 C
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Timeframes(After Discovery)and Other Requirements �, 2_ N
24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment • Within 24 hours,an oral or electronic notification. O 0
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releases. site and available for inspectors at all times during normal business hours,unless the deposition in a • Within 7 calendar days,a report that contains a description of the o 1 z
(5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a 0U Oc7
Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition. r
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction I
or offsite and within 24 activity,then a record of the following shall be made: this requirement not practical: Division staff may waive the requirement for a written report on a �( w z
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(where hours of a rain 1. Description,evidence and date of corrective actions taken,and case-by-case basis. 'r-i C g _
accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. • If the stream is named on the NC 303(d)list as impaired for sediment- : Z
24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit. related causes,the permittee may be required to perform additional d
(6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC monitoring,inspections or apply more stringent practices if staff O C
stabilization of grading measures,clearing and grubbing,installation of storm (b) Records of inspections made during the previous twelve months. The permittee shall w Q
determine that additional requirements are needed to assure compliance C 0 F-
measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the with the federal or state impaired-waters conditions. W -
activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of F-
ground cover). (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification m w
electronically-available records in lieu of the required paper copies will be allowed if w
2. Documentation that the required ground stabilization release of shall include information about the date,time,nature,volume and U
measures have been provided within the required shown to provide equal access and utility as the hard-copy records. hazardous location of the spill or release. - U §
timeframe or an assurance that they will be provided as substances per Item ® Z o
soon as possible. 3.Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period 1(b)-(c)above
(c)NOTE:The rain inspection resets the required 7 calendar dayinspection requirement. of three years after project completion and made available upon request. [40 CFR 122.41 bypasses s Anticipated C • A reportrep r at bast tenldays before the date of the bypass,if possible.and
p q p q p p q � I [40 CFR The report shall include an evaluation of the anticipated quality a
122.41(m)(3)] effect of the bypass.
PART II,SECTION G,ITEM(4) (d)Unanticipated • Within 24 hours,an oral or electronic notification.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses[40 CFR • Within 7 calendar days,a report that includes an evaluation of the
122.41(m)(3)] quality and effect of the bypass.
(e)Noncompliance • Within 24 hours,an oral or electronic notification.
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions • Within 7 calendar days,a report that contains a description of the
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance,
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the noncompliance has not
health or the been corrected,the anticipated time noncompliance is expected to
Q environment[40 continue;and steps taken or planned to reduce,eliminate,and
It (a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal CFR I 122.41 ]
()( ) prevent reoccurrence of the noncompliance.[40 CFR 122.41(1)(6).
shall not commence until the E&SC plan authority has approved these items, • Division staff may waive the requirement for a written report on a
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-by-case basis. z ,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include 1.
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, properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, N
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above,EL
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and a
It (f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. -
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NCGO1CC SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 _DRAWN BY.
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CHECKED BY RK
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i E&SC DETAILS
0
4 SHEET NO
8110 C-5.0
EROSION AND SEDIMENT CONTROL DETAILS ��
- - Know what's below. PROJECT„ 002240
3 Call before you dig. DATE 06272020
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NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
ABC CRUSHED GRANITE STONE SPECIFICATION AND GRADATION
Overview of Sedimentationand Erosion Control Practices © 2018 North Carolina Standard Specification for Road&Structures,section 1005,specifications, N
ASTM C33-93,AASHTO M43.This certification for the ABC has the following test results. Cl)iI
Practice no.6.06 TEMPORARY GRAVEL CONSTRUCTION Practice no.6.62 SEDIMENT FENCE(Silt Fence) No controlled hazardous substances or oil used in the extraction,production,or loading c Z
ENTRANCE/EXIT processes.Therefore,to the best of my knowledge,the material from the Fountain,North (3 - E O
Agmveledarea should be located where vehicles enter andleaveaconaweeen ��� A sediment fence is a permeable tamer erected on,mall disturbed areas ro Carolina facility has not been contaminated by controlled hazardous substance or petroleum .V N U~
site to provide a buffer for me deposition of mud and sediment. This is capture sediment from sheet flow.It is made of filter fabric buried at the L .� w
all n hides ex construction areas directly bottom,stretched and supported by steel posts. products as it 1S a virgin material. +,�- . O
especially imporm,n where vehicles h y onto
public roads or other off-site paved areas. The dimentrncereanceamavemei of flow, and Potential Gradation for ABC UO o w
velocity deposition,an 0 O x a Q
Make me gavel pad me full widen of me entrance area,aghfat,fitly long for sediment.Because sediment fences are not designed to withstand high heads, // ll p Z o
vehicles to drop then mud and sediment and stable enough for construction the drainage area must be restricted and the fence located so that water depth D� ABC t.1.1 V F (,)
traffic.Avoid entrances on steep grades or at curves in public roads. does not exceed 1.5 feet at any point Sediment fences may be designed to 0 d
e all the runoff from the design storm,or located to trl w bypass now Sieve Size Passing Specs a 2
In some care may be necessary to wash vepcle tires a,Ihis area Stabilise when the temporary sediment pool reaches a predetermined level Sediment
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the graveled a rarea well at these points,and provide drainage to a sediment fences may also divert smell volumes of flow to protected oadets. 1%" 1 00 1 00 d U C'
nap. In the design of a,adimani fence exercise care to prevent failure from 1" 93.1 75-97 H m
undercutting,overtopping,or canopying.Ensure that now hypes,areas IY M
and overflow outlets are stable. 1/2" 68.4 55-80 O w
Check sediment fences aver each significant rainfall,remove the necessary #4 Mesh 45.5 35-55 1x _ Z
sediment,and make repairspromptly. he design life of a synthetic sediment #10 Mesh 32.9 25-45 \?\\
fence is 6 months or leis.
Do nut install sediment fence across streams or ditches where flows are #40Mesh 20.0 14-30
concentrated. #200 Mesh 8.9 4-12
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3 Call before you dig. DATE 0a.27.2024
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