NCC232920_Site Plan or Location Map_20230928

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GENERAL INFORMATION
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PROJECT INFORMATION A SOLAR FACILITY IS TO BE INSTALLED IN EDGECOMBE
COUNTY,NC. THE PROJECT LOCATION IS SHOWN AS
A PORTION OF TWO PARCELS OF LAND.SOLAR PANELS t4
AND RELATED ELECTRICAL EQUIPMENT ARE PROPOSED
E ON THIS T PORTION OF THE PROPERTY.THE SOLAR c I�/I L c O N S T R lJ C T I O N DRAWINGS zO 0
PANELS WILL BE INSTALLED ON POSTS(WITH A 0▪ ,
MINIMAL FOOTPRINT)AND RELATED ELECTRICAL ¢ 0
EQUIPMENT WILL BE INSTALLED WITH MINIMAL LAND _U O
DISTURBANCE.
LL O E N
PIN NUMBERS: 3789-44-9993,3799-58-0724 0 O O
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CURRENT ZONING: AR-30(RURAL RESIDENTIAL DISTRICT) ix O
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CO▪ CC
RIVER BASIN: TAR PAMUCO RIVER BASIN FOR A 1-
4! MCOUNTY: EDGECOMBE 0 0
CAMAC COUNTY: NO EDGECOMBE SOLAR w 0
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TRIBUTARY STREAMS: TAR RIVER Z rn
COUNTY
REAGE-
PROPOSED PROJECT: 0670 ACRES
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PHASE A DISTURBED AREA: ±34 ACRES
o PHASE B DISTURBED AREA: 0494 ACRES
° CURRENT USE: ALT 64 US HWY AND P E N E L O FARM LANE
AGRICULTURE `r°
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PROPOSED USE: SOLAR FACILITY L 0 o
E Sheet List Table
IMPERVIOUS SURFACE EDGECOMBE COUNTY, NC
ALLOWED: N/A 0 w C�
Sheet Number Sheet Title
EXISTING IMPERVIOUS SURFACE: t6 ACRES(1.0%) = a
C0.0 COVER SHEET o a o
PROPOSED IMPERVIOUS SURFACE: ±15 ACRES(2.2%%) CO.1 GENERAL NOTES oL o 3 o
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PARCEL I D. 3789 44 9993, 3799 58 0724 =S
FLOOD HAZARD: THE MAJORITY OF THE SITE IS WITHIN FLOOD ZONE"X" CO.2 EROSION CONTROL NOTES /�\ o
AS SHOWN ON THE FEMA FLOOD INSURANCE RATE MAP /\ r x I
COMMUNITY-PANEL NUMBERS 3720379900J,
C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN �� a-
O 3720378900J,AND 3720389000J DATED NOVEMBER 3, C2.0 PHASE A OVERALL EROSION CONTROL z N rn w a
2004.THE NORTHERN PORTION OF THE SITE DOES p -
BORDER A FLOODWAY,HOWEVER,NO DISTURBANCE IS C2.1 PHASE A ENLARGED EROSION CONTROL PLAN x w w y wo
PROPOSED IN THIS AREA.
C2.2 PHASE A ENLARGED EROSION CONTROL PLAN w No'o 3 5
WETLANDS JD MAP: WETLANDS AND OTHER WATERS OF THE STATE d 3 0
`m DELINEATION REPORT PROVIDED BY SWCA C2.3 PHASE A ENLARGED EROSION CONTROL PLAN J
ENVIRONAMENTAL CONSULTANTS,DATED SEPTEMBER C2.4 PHASE A ENLARGED EROSION CONTROL PLAN N rn > w a 2018 C2.5 PHASE A ENLARGED EROSION CONTROL PLAN ,.- 0
c DWQ DETERMINATION: RRO#17-396 - C2.6 PHASE A ENLARGED EROSION CONTROL PLAN ■ p i z
c 3 C2.7 PHASE A ENLARGED EROSION CONTROL PLAN Na`w E EROSION CONTROL NOTES C2.8 PHASE A ENLARGED EROSION CONTROL PLAN
- C2.9 PHASE A ENLARGED EROSION CONTROL PLAN
o EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION C2.10 PHASE A ENLARGED EROSION CONTROL PLAN
ACTIVITY AND MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
i� % C3.0 OVERALL EROSION CONTROL PLAN
N`o THE CONTRACTOR IS RESPONSIBI E FOR THE MAINTENANCE AND UPKEEP OF EROSION
CONTROL MEASURES. ALT 64 HWY C3.1 ENLARGED EROSION CONTROL PLAN
THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION PROJECT SITE C3.2 ENLARGED EROSION CONTROL PLAN
-o OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO,OR C3.3 ENLARGED EROSION CONTROL PLAN PRELIMINARY
CONCURRENT WITH LAND-DISTURBING ACTIVITIES.
%n C3.4 ENLARGED EROSION CONTROL PLAN 90%DOCUMENTS
E ° EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES.IF FULL IMPLEMENTATION ° NOT FOR CONSTRUCTION
o E OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL. C3.5 ENLARGED EROSION CONTROL PLAN
o v ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO C3.6 ENLARGED EROSION CONTROL PLAN
Q c CONTROL OR TREAT THE SEDIMENT SOURCE.
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° �e i f C3.7 ENLARGED EROSION CONTROL PLAN
o THE CONTRACTOR SHALL PROVIDE GROUND COVER ON DESIGNATED AREAS,PERIMETER -
SWALES AND DIKES AND SLOPES GREATER THAN 3:1 WITHIN 7 DAYS FOLLOWING _� __ --- C3.8 ENLARGED EROSION CONTROL PLAN z = = m
Lx COMPLETION OF ANY PHASE OF GRADING.CONTRACTOR SHALL PROVIDE GROUND COVER IN "-'. _ M 3 3
0 14 DAYS ON ALL OTHER AREAS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. C3.9 ENLARGED EROSION CONTROL PLAN U CO N p
PERMANENT GROUND COVER FOR ALL DISTURBED AREAS SHALL BE PROVIDED WITHIN 15 , C3.10 ENLARGED EROSION CONTROL PLAN 0 0 I
WORKING DAYS FOLLOWING COMPLETION OF CONSTRUCTION. p w N
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PENELO FARM LANE C4.0 PHASE A OVERALL SITE GRADING AND DRAINAGE PLAN d rn ~ ¢ m m m
0 0�
o n US HWY 64 C4.1 PHASE A ENLARGED SITE GRADING AND DRAINAGE PLAN � ."0
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3 PROJECT TEAM Y° x
C4.2 PHASE A ENLARGED SITE GRADING AND DRAINAGE PLAN O c9J9 0
wl 0 , __, C4.3 PHASE A ENLARGED SITE GRADING AND DRAINAGE PLAN °1 0 0 `-'
o i MVO OPER/OWNER CIVIL ENGINEER C4.4 PHASE A ENLARGED SITE GRADING AND DRAINAGE PLAN
RYAN VAN PORTFLIET JOHN BAREFOOT,P.E.
INVENERG7 KIMLEY-HORN AND ASSOCIATES,INC. LOCATION MAP
rn C4.5 PHASE A ENLARGED SITE GRADING AND DRAINAGE PLAN
ONE SOUTH WICKER DRIVE,SUITE 1800 421 FAYETTEVILLE ST.SUITE 600 C4.6 PHASE A ENLARGED SITE GRADING AND DRAINAGE PLAN
V CHICAGO,IL 60606 RALEIGH,NC 27601
[phone] [phone] C4.7 PHASE A ENLARGED SITE GRADING AND DRAINAGE PLAN
pI 3 RVANPORTFLIET®INVENERGYLLC.COM JOHN.BAREFOOTOKIMLEY-HORN.COM SCALE 1"=4,000'
C4.8 PHASE A ENLARGED SITE GRADING AND DRAINAGE PLAN H
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a % /'NC4.9 PHASE A ENLARGED SITE GRADING AND DRAINAGE PLAN I..I.J1
SURVEYOR CWFOTFCHNICAL ENGINEER
EMATTHEW CRAWFORD THOMAS R.BARTLETT C4.10 PHASE A ENLARGED SITE GRADING AND DRAINAGE PLAN
TIMMONS GROUP TERRACON CONSULTANTS,INC. C5.0 OVERALL SITE,GRADING,AND DRAINAGE PLAN
Yo 5410 TRINITY ROAD,SUITE 102 750 PILOT ROAD,SUITE F
E v RALEIGH,NC 27607 LAS VEGAS,AZ 89119 NORTH C5.1 ENLARGED SITE,GRADING AND DRAINAGE PLAN 2
n [phone] [phone] CO
n u MATTHEW.CRAWFORD®TIMMONS.COM C5.2 ENLARGED SITE,GRADING AND DRAINAGE PLAN
C5.3 ENLARGED SITE,GRADING AND DRAINAGE PLAN /�/
v o C5.4 ENLARGED SITE,GRADING AND DRAINAGE PLAN W
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INTERSTATE 95 C5.5 ENLARGED SITE,GRADING AND DRAINAGE PLAN
to ° `
a C5.6 ENLARGED SITE,GRADING AND DRAINAGE PLAN >
o `m GOVERNING AGE N C I E S �•�( C5. ENLARGED SITE,GRADING AND DRAINAGE PLAN 0
. C5.8 ENLARGED SITE,GRADING AND DRAINAGE PLAN M
S Km)-EROSION CONTROI FOC,FCOMRF COUNTY-STORMWATER C5.9 ENLARGED SITE,GRADING AND DRAINAGE PLAN
KIMBERLY SUMMERS EDGECOMBE COUNTY PLANNING DEPARTMENT CITY OF ROCKY MOUNT C5.10 ENLARGED SITE,GRADING AND DRAINAGE PLAN
gi 217 W JONES ST. 201 ST.ANDREW ST.
RALEIGH,NC 27603 TARBORO,NC 27886 C6.0 EROSION AND SEDIMENT CONTROL DATA TABLES
w° [phone] [phone] `^"' ALT 64 HWY C6.1 EROSION AND SEDIMENT CONTROL DATA TABLES
T KIMBERLY.SUMMERSAINCDENR.COM
` ? THE WOOTEN COMPANY R C6.2 EROSION AND SEDIMENT CONTROL DATA TABLES
301 W.14TH ST. Q
w GREENVILLE,NC 27834 C6.3 EROSION AND SEDIMENT CONTROL DATA TABLES z
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�' [phone] US HWY 301 `'T N "." /�/
o ° C7.0 EROSION CONTROL DETAILS I,J_ JO
PHASE A SCOPE OF WORK C7.1 EROSION CONTROL DETAILS Q CC
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...,......, C7.2 EROSION CONTROL DETAILS J 0
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THE SCOPE OF WORK FOR PHASE A OF THIS CONSTRUCTION SET IS UNITED " C7.3 EROSION CONTROL DETAILS T
TO THE INSTALLATION OF THE SITE ENTRANCES,GRAVEL ACCESS ROADS,AND PROJECT SITE 0 H
ASSOCIATED CULVERTS WHERE REQUIRED. US HWY 64 C8.0 SITE DETAILS O
CO
g " PHASE B SCOPE OF WORK C8.1�` L1.0 SITE DETAILS
LANDSCAPE DETAILS
THE SCOPE OF WORK FOR PHASE B OF THIS CONSTRUCTION SET IS THE
ro REMAINING SCOPE,WHICH IS THE INSTALLATION OF U m•mNITED GRADING,ARRAY
l' INFRASTRUCTURE,AND ASSOCIATED ELECTRICAL UNES AND EQUIPMENT. s t
CO
Q v THE OFFSITE GEN-RE UNE AND PROJECT SUBSTATON/SWITCHYARD HAVE C
BEEN PERMITTED SEPARATELY.REFERENCE THOSE INDEPENDENT
CONSTRUCTION SETS AND PERMITS FOR THOSE SCOPES OF WORK. VICINITY MAP G
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H
88 STORMWATER APPROVAL NOTES: U z
OS . 1. EXISTING ACCESS PATHS WILL BE UTILIZED ONSITE AND HAVE EXISTING CULVERTS SCALE: 1 12,000 1 I I O
o IN-PLACE TO PREVENT PONDING; ANY PROPOSED ONSITE ACCESS DRIVES WILL �� LLIWW�I w
. - BE WITHIN THE MAXIMUM EXTENTS OF ARRAY LAYOUT AS SHOWN ON THE PLAN. •1 CO
on 1-, ADDITIONALLY,ALL PROPOSED ACCESS DRIVES WILL BE ON-GRADE AND \J 00
t DESIGNED TO PROVIDE POSITIVE DRAINAGE.SEE DETAIL SHEET C7.0 FOR I 0 Q O
N PROPOSED ACCESS DRIVE WIDTH AND POSITIVE DRAINAGE NOTES. \ � w
E o 2. CURRENTLY PROPOSED MAXIMUM IMPERVIOUS AREA IS 5.9%(33 ACRES)WHICH NC 811 NOTE: W O
io INCLUDES GRAVEL ACCESS PATHS AND INVERTER PADS. NORTH 1,, Lu
Know what's below. CONTRACTOR TO GIVE 72-HOUR NOTICE PRIOR TO EXCAVATION.
m 3. SUBSTATION IS NOT CURRENTLY PROPOSED WITH THIS PERMIT. SHEET NUMBER
4. INVERTER PAD SIZE IS 40'L X 15'W. Call before you dig. C0.0
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