NCC233298_Site Plan or Location Map_20231106

SOUTH RIVER
ELECTRIC MEMBERSHIP CORPORATION
17494 US 421 SOUTH , DUNN , NC 28335
N . C . 052
BENSON SUBSTATION
LIST OF DRAWINGS
C0.00 COVER SHEET
- SURVEY
C1.00 EXISTING CONDITIONS PLAN
C2.00 DEMOLITION PLAN
C3.00 LAYOUT PLAN
C4.00 GRADING AND DRAINAGE PLAN
C5.00 EROSION CONTROL PLAN (PHASE I)
C5.01 EROSION CONTROL PLAN (PHASE II)
ti C6.00 CONSTRUCTION DETAILS
C6.01 CONSTRUCTION DETAILS
C6.02 PART II OF NCG10
C6.03 PART III OF NCG10
HARNETT COUNTY � .� 7.I_�
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VICINITY MAP 4
n INOMO SCALE,
E
PROJECT INFORMATION
1 OWNER: SOUTH RIVER ELECTRIC MEMBERSHIP CORPORATION
17494 US 421 SOUTH,DUNN,NC 28335
[phone]
CONTACT PERSON:WILSON HOLDER
ITI
LL LANDSCAPE ARCHITECT: ECE(ELECTRICAL CONSULTING ENGINEERS)
= 115 OAKLAND AVENUE,SUITE 102,ROCK HILL,SC 29730
[phone]
CONTACT PERSON:SHANE BRANDWOOD
9
51
8 Revision Date SOUTH RIVER Date: 7/19/2023
_NOE/004 (H1 aRP<j''., ELECTRIC MEMBERSHIP CORPORATION Drawn By: SPF
d South River Electric ir..;•;STE;I
A - :� o:: : Approved: GSB
81
'a �' Membership Corporation l€ SEAL o' BENSON SUBSTATION JobNo.: 8.185
;mom COVER SHEET
�� 0 A Touchstone Energy"Cooperative A ( ,P-. a P?
THE INFORMATION ON THIS DRAWING IS PROPRIETARY AND IS NOT TO BE �, 8. 12R''' OECE 115 ROCK
AVE.,STE.102 w
ROCK HILL,.6 73730 O a O 0
`��/601M6Pp�� USED,REPRODUCED,OR COPIED WITHOUT THE WRITTEN CONSENT OF ■C O W a.C O M NTEL:.C.FIRM NO.P 0429
ELECTRICAL CONSULTING ENGINEERS,INC. M 9,iaS

N \\ \\_ N/F '_'/ i- -_-- --229 \
\\ \\ _ HEAVNER FARMS, LLC --' ---'' �- \/ LAYOUT LEGEND:
\ , _\ - -PIN# 154900-02-1728 - __ - -229.'
\ \ -_ DB 5527 PG 863 __227- - _ - \'•"‘
\
N. \ _ZONED,J=L - -- \ SYM DESCRIPTION GRAPHIC
N. \ ' -- SREMC-BENSON SUBSTATION PROPERTY LINE --
T \\ i ' - \ \ ADJACENT PROPERTY LINE --
_ - 230
/ , - NORTHING:592258.8271. "6 .� \ EXISTING CENTERLINE OF ROAD I ------I
�y'- - ° -OUTLINE OF EX.CONSTRUCTION TRAILER
° •�.6 ___g° • eN/F°` ��•- D e y'�. FASTING.2139892.1705-•�'.-e • y'e EXISTING PAVED $. '.`� :° (SEE NOTES ON SHEET C1.00 \ I --
° • '° 3T ° ' ° ) EXISTING EDGE OF PAVEMENT
° . OQKBRIDGEE'EV CRQSSPOINT• °. e'1 ° � NAD 83(2011) J/_ ACCESS ROAD
"' y 6 LOGISTICS®WNER, LLC '° 4 ti3p .-NC STATE PLANE GRID �- PRIVATE °` "' EX. DISTRIBUTION POLE(nP.) EXISTING OVERHEAD DISTRIBUTION LINE ---ooL
F I
\ I
6 _- -°f1N �1_"3938-�1 58R1 3.° y b /° - FG 231.25 T FG 23120 FG 230.80 rFG 230.52
y _' 15301'PG14 js / \ \ EXISTING OVERHEAD DISTRIBUTION EASEMENT F
5 .y• ` 'se. ° 'rFG 23138FG 23144 y° •a\ ° y ° °I / - - \
- / ° "' ° "- \ NORTHING:592156.6000 EXISTING DISTRIBUTION POLE O
r EXISTING HYDRANT NEAR ACCESS ROAD / r ° e \
(APPROX. 670 FROM PARCEL LIN)_ J / � `--- --- 231 FASTING:2139990.6000 - OE /
230_ -- _ - _NAD 83(2011) \ \ // EXISTING EDGE OF TREES(TREE LINE) F-v"v�
- -r - _ _ _ ` J _ _ _ _� -_- -NC STATE PLANE GRID 0E \ / I ---
�-� '229-_ 1 _ �' -'� EX.OVERHEAD ELECTRIC LINE nP. / EXISTING STORM PIPE(RCP)
_ INV IN:228.50�- ' - - \ �- ( )
- _ / EX. DISTRIBUTION POLE(TOP.) I _ I a 231 ~-) INV OUT 22900'y; INV.IN:229.50 \ OF \ / O TREE PROTECTION FENCING I--xx-xx-I
x INV OUT 228.00 \ /---- OE¢-- -=OE- -- 0E ---_ OE _--- OE -- 1- I/ /
Y -- OE `----�a, • \ \ 2 LIMITS OF CONSTRUCTION
" - ' \ EX.30'OVERHEAD ELECTRIC EASEMENT(TYR) O I-L.-I
/- ____ _228' - - �..��' / \ \- \ \ �� ---
=X - _X _X =X-- -� X -R - --X----''' X O LIMITS OF DISTURBANCE I•----�
•- A-a .e- h a-- o - ->g • - - -227=- -/ - - I- }},, / .. �AA\vv A� / / / /
°•li'll •• .�\ • • n c • ,n_ ..° a �' ° - `,,, / / �- 1 I .FG 23175 FG 231.75 - FG23210 I FG 232.10\ \ \\ h I / // //
o .
•
•
ININ.:226.'�6 ry' 'S, \ / _----- -
g. GRADING AND DRAINAGE NOTES:
EX TREELINE(nP.) �W//
e �. ,D 6 5 --/z° / / FG2312' / FG 231.75 FG 23210 FG 232.10 \N� \ / / / /
• .5e e e _ - A.- / I x / 232 1 ..\\� \\ / / / / 1. CONTRACTOR TO COORDINATE ANY CHANGES IN FIELD CONDITIONS THAT MAY
° °5 • � �' pI / / ' / // \\ .:I \ \ \ I I / / // REVISE THE DESIGN WITH ARCHITECT/ENGINEER PRIOR TO PROCEEDING.
I • ° e-- IDC / 132 I .I \\ •\ \ \\ \ r / / / 2. CONTRACTOR IS RESPONSIBLE TO REPLACE AND/OR REPAIR ANY DAMAGES TO THE
°t' 4>° • ° ° D ° y 4, , . n ° ' I I// I / �� I 3 ' 'I \\ \ \ / / / / - EXISTING LANDSCAPE,IRRIGATION,POWER AND/OR HARDSCAPE.
o^ / / 1 '. /// .0 \\\�I \\ • \ .) I I / // // / 3. ANY UNSUITABLE MATERIAL ON SITE IS TO BE QUANTIFIED BOA GEOTECHNICAL
I / I /"\ / �� \ \N / ,./ ENGINEER,PRIOR TO REMOVING.CONTRACTOR MUST NOTIFY OWNER,OR OWNER'S
J I \ \ / / / REPRESENTATIVE IN CASE UNSUITABLE MATERIAL IS UNCOVERED.
I I I ��/ N //.- _� -- 23250/ , \...'\\ •\ \\ �` \ / / / /
\1 y EXISTING PAVEMENT y li '- /' p /\ } / \ \ \ \ \ ,\ \ / / -- 4. ALL EXPOSED SOADED.E SURFACES SHOULD BE SYSTEMATICALLY PROOF-ROLLED
ye zD / I / I \ \ / , / // / / WITH A FULLY LOADED,TANDEM-AXLE,DUMP TRUCK,OR OTHER HEAVY
I I I -// / \ \ \ / / CONSTRUCTION EQUIPMENT WITH A HIGH CONTACT PRESSURE.PROOF-ROLLING OF
d' /� I / \ y \ / / THE EXPOSED SUBGRADE SHOULD ALSO BE MONITORED FULL TIME BY AN
_ I I I i \: p\`\ a' / / / / EXPERIENCED GEOTECHNICAL ENGINEER OR QUALIFIED REPRESENTATIVE TO
. -N- -_ °6 ° � /-° , / I I / // ,! \ \ I I / / IDENTIFY AREAS THAT REQUIRE TREATMENT OR REPLACEMENT PRIOR TO FURTHER
° y , y I I\. 1/ n W��` \ \ Q\ \ \ / / / /�- CONSTRUCTION ACTIVITIES.
° ° r 5 ° c , D \ `\ / / / / 5. SOFT AREAS OF THE SUBGRADE THAT DEFLECT MORE THAN 1 INCH OR SHOW
\
5 e ya a a 2 a 'I
1 PERMANENT DEFORMATION GREATER THAN 1 INCH SHOULD BE REMOVED AND
/ III / 1 III / •... ". \ (� • \ \ I / /
/ �0 / / / - ✓ I I /// // REPLACED WITH SUITABLE MATERIAL OR REWORKED PRIOR TO PLACEMENT OF FILL.
EX. FENCE(nP.) I I \
III I 1 / / / / 6. SOME REWORK OF THE NATURAL SOIL PRESENT AFTER STRIPPING OF THE
// ) xl. / ,I I /, \ �9 0 , / / /, SUBGRADE WILL BE REQUIRED.THE UPPER I FOOT TO 5 FEET OF OVERBURDEN SOIL
4 .a// II _ N V "\ \ / / / WILL LIKELY BE LOOSE/SOFT AND HIGHLY SENSITIVE TO WEATHER CONDITIONS AND
/ / II /I �A1 S eel -L • 233 p�� 'op`'\ • .` \ ` I I / / / , / MAY REQUIRE REMOVAL AND REPLACEMENT WITH STRUCTURAL BACKFILL.
/ / / I .'A.
-Iimm in 'VIM -'�1®� 1 \• •\ \ \ \ I I / / , / STABILIZATION OF THE SUBGRADE MAY LIKELY BE REQUIRED PRIOR TO PLACEMENT
b el Im Main
VIM
®®�� \ / OF FILL.
/' -'II I ff�� y' �eI�I I / / /h 5 I � • r_ ■I■I
.- - - _„ J. // / / /, Il eel •� \ \ `�\ N I I / / / / / / / 7. ANY FILL MATERIAL PLACED IN THE SUBSTATION AREA IS PLACED IN LIFTS
T - / X / I Ileee�ennit mr,-,=e�l, • • \ . o\ 1 / / / / / COMPACTED AND TESTING IN ACCORDANCE WITH THE HDR GEOTECHNICAL REPORT
- / /- // (/ IA / 1 ��.� 1 Ilse YyI_`II i! • \\\ ,; \\ 11 II / / / / / / / AND EARTHWORK SPECIFICATION.
\ - J / - \ I v '�' 1: -�F�� \ \ I / / / / / 8. ALL NEW CONTOURS AND SPOT ELEVATIONS ARE SHOWN AS FINISHED GRADES.THE
_ / /^ \ / I iI �I�e�eejll� � •. \ \ \ I / / / / / / GRADING CONTRACTOR MUST MAKE ALLOWANCES FOR THICKNESS OF PAVING
//' /-I / \\ \ ® // I - I; �ueeeef I�9�r 1 '� -..\ \ \ \ I I / / / , / SECTIONS,CONCRETE SLABS,AND 4"OF REDISTRIBUTED TOPSOIL WHEN GRADING.
/ / \---/ Io 233 I I • •• N �cee ® c4- 11111111 / \ I 1 \ �° I I / / / / / / /
/ / I I X 1 Ill�e' - / / 1 N / 9. THE ENTIRE SITE WITHIN THE LIMIT OF CONSTRUCTION SHALL BE GRADED TO DRAIN
�.7 II 11 ®®i✓ 1 / / / / FREELY.ALL UNPAVED AREAS DISTURBED BY CONSTRUCTION,WHETHER INSIDE OR
`l\\ / // I II g■! ®®r� y �ial / _ ` I I I / / / / OUTSIDE OF THE LIMIT OF CONSTRUCTION,SHALL BE FINE GRADED AND SEEDED TO
`EXISTING WAREHOUSE -/J/ // /II 1II I% � �• I� // No ` // I I / // /, /, // / ESTABLISHAPERMANENT LAWN.
NN • • .\ ,/ I I / 10. CONTRACTORS MUST COORDINATE ALL DRAINAGE STRUCTURE GRATES AND TOP
/-/ / / / 1 -- I) I - 'O _ TT •. •-�' /• • / I / / / / / / ELEVATIONS SHOWN WITH ACTUAL FIELD CONDITIONS TO INSURE THAT GRATES AND
THE REMAINDER OF / / / I I II e� Hr \ / - - / I / N F / / / / TOPS ARE FLUSH WITH FINISHED GRADE.
HAMLIN FAMILY, LLC / / \ III - 60 ./.� l I ( / / / /
PIN T53920 92 5144 / \ . II y : / STOLO ISTIGE EV�RDSSPDII�IT
-- / I •
_ -I ry �jp \ I LOGISTICS OWNER,LLC/ / / 11. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES(INCLUDING SANITARY,
P.O. BOX 465, // / // 11 LI- / .. 13 N I I / STORM DRAINAGE,AND WATER)FROM DAMAGE DURING CONSTRUCTION.ALL
GARNER NC,27529-0000 -� PII{/} 15392D-91-SBjk1 / /
DB 1622 PG 439 / / / I I \.' LJ / C DB 630 PG 314 / UNDERGROUND THAN ACC ACCEUTILITPTABLE
ES MINIMUMN EARTH DURING CONSTRUCTION ELO CATTHOED LEFT WITH
/ / FG 232 50': , I / E / / / / LESS THAN ACCEPTABLE COVER SHALL BE RELOCATED AS
PB 50 PG 264 I /1 - 232.50 \ __ �\ PB 9 PG 242 /
/ / / I __ 1 � � \ / / � / �j / / / DETERMINED BY THE CIVIL ENGINEER
ZONED: 1-1 / / -� \ m FG 23250- ,ty ` / Z/ED: -1/ / / /
a / I / I ,� / I - -_ \\ r0 / I I / / / / / / / 12. NO SLOPES SHALL BE GRADED STEEPER THAN 2:1,UNLESS INDICATED OTHERWISE
/ FG 231.0 \' I / INDICATED.
/ ti / Ill / ,.. \ ter'FD � / / / / / / /
/ I / /l \ ry ) / / / / / / / 13. NON-STANDARD ITEMS(I E PAVERS IRRIGATION SYSTEMS ETC)IN THE
"a / / I .0 / NORTH CAROLINA DEPT.OF TRANSPORTATION BEFORE INSTALLATION. WITH THE
i- '. '� .�. FG 232 50. - N / / / RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT
x .t x x .. x. .. x Fcza1 /
232
''' / ll�• ]I`yJL _---- _z31 - -___ /
'l79 / I / / / / / / 14. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
/ /I / / I / 230 \ `- - 2 z30 / ry I I / / / / / PROPERTIES WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING,PERMISSION
/ MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
// / ,��' // 229 // �/� / / / / /
r 228 111 �4 I / /
I , � , T
/ / p �_�- «_ _ - =-L�e' -xr --e--. -� >� -- '-R- „� tee-= / / /
/ / V / / / /
_�--- / / PROP.TREE LINE(TOP.) --_- / O h0 / / / / / / / i
a -2`- `EXISTING HYDRANT // //// /' / /� \\\�_ ___-- // / '/ / / / / // / / / // / / / / \
- N\ (APPROX. 275' FROM PARCEL LINE) // /' / /' / 227 / _---_-- / / // % / rye: // / / / / / / / / \
\ / V. U. our.: zza.a4// \ _ / \ / / / / / / - \
\ /// // / /// Ex.TREELINE(nP.) /�- / /' - -- \ \ - / / /// / /� / /// / / �'/ // // // / / / // //
\ / / // / / / ,/ - - - _ / // 7 1 / e/ / / / / / , / /�-- \ \
\ -/ / / // // // / __ _ / / / / / ti / / / / , / / / �\
.1,..„.-
--\ / /�// /// /// // / / 22a/ /// _-- _ \�---__ - - /// // / / ^/ // / // // / // / // �\\ \
N\ - / / // // /// / / ------ �� - - / / // / // // ,/ / / // \N N
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/
1 "\--' -- -/ // / //� _-- // / / _ _---__- --___-- - - - __-' - --�' /\/,� ,�" // / // / \� \\'
� i / i � � _ _ - - ---- -- /- // / / / \
-' i -'-/ --' - - - ` -zzo / / / - - - _-- _ _ - - -_-- -- � �0 // -.
- - - - �� / - /- l l l 4 / ,�= -t -- -- �- - - - - -ti /� / //
r / __
/ / / __ _g / / / a-__ / p9
9 '/// / / -- i- STOCKBRIDGENEV_CROSSPOINT/ i'// / ' '' -21�.-- -.- / /// i/////// ,' ' ���-___ - `L i/
/ -- i LOGISTICS OWNER, LLC -- / N' .' -- �i __ -
i -- __i --PIN H 153920y1-58-4T- / i i i --
„2 ._
o -- .B-63en PG 314 i '
N ;B�F0T1� ---- - -- // / t.
�gEFORF 69N ROC # Revision Date SOUTH RIVER Date: 7/19I2023
/ / g1 rdd South River Electric ;'„. ,sTE;0%-; ELECTRIC MEMBERSHIP CORPORATION Drawn By: SPF
_ _ / __ _ - A (4Na
_ - s- Approved: GSB
0 15 30 60 -a' o
/ / / - =r== / - CT 8''q �' Membership Corporation `� S 19 o_ BONBON SUBSTATION Job No.: 5.785
i / NORTH-BEN-SON TWO PARAJBRSHIP _ -' ../ / -- --- �m0� GRADING&DRAINAGE PLAN
/ / - -- N - --- �� A Touchstone Energy"Cooperative
J / - - PIN # 15-9-9 PG 23s3- -_ i - -- 0 1 INCH-30 FEET 8Y' Pe a-.:
/' -- -i �M 81 PG 623 - i i .al. ,�',.� N� ,' RP°°,°`` ECE 115 KHILL,OAYE.,STE.102
/ - __' PB 81 PG,83- -- �� "i - Q G� THE INFORMATION ON THIS DRAWING IS PROPRIETARY AND IS NOT TO BE ..� S. 0"�°. ROCK HILL,SC 72,9730 C4.00
- // / i- ZONEB` -1 / - - _i i _ / �6CIM6Pp USED,REPRODUCED,OR COPIED WITHOUT THE WRITTEN CONSENT OF '�.� ■C O W 11.C O M N.C.FIRM NO.P.0429
ELECTRICAL CONSULTING ENGINEERS,INC. M 9,/2�

NSF -729�� EROSION CONTROL LEGEND
HEAVNER FARMS, LLC -- ---'- /<,,\
PIN# 1 54900-02-1 728 __ - 229"
DB 5527 PG 863 _227- - �/ \'\ -_
�19ELED_L-1- ,./,..-----.'- -_ _-------_/ - SYM DESCRIPTION GRAPHIC
______ __________ __ _ _ _____ __ SREMC-BENSON SUBSTATION PROPERTY LINE I---H
\ \ ADJACENT PROPERTY LINE I------I
` OK ] 1390 0. 230 23056 ,z.5] \ I ----x
S T a �^ Xy - yr \\ EXISTING ACCESS AND UTILITY EASEMENT
•�., n • •N�Fa^-5 .t-- -'_ - .- �� / > 10; EXISTING PAVED $ °`y� I \\ EXISTING CENTERLINE OF ROAD I---I
° ° ST4CKBRIDGfE EV CRPSSPOINT ,... 1. p� •',' 5 -_r °j `23/ ACCESS ROAD \
"' 6 LD61 TICS GINNER, LLC '• 4 °b
-230- \\- EX. DISTRIBUTION POLE(TOP.) EXISTING EDGE OF PAVEMENT I- xi
---
-. °f1N A'3928-� S8d'1 3.' y - ";'/• 4 \
OUTLINE OF ON CONSTRUCTION TRAILER
>. �- �301 PG e314 y,.. . y• y ° y \\ EXISTING OVERHEAD DISTRIBUTION LINE
° sty 'PB 96 PG 2A� . 5 / 3 • e N. (SEE NOTES ON SHEET C1.00)
e ..
y. :. >. . 'y .. y``�'�'�-' �Y- c p30L . 063' . JkJB 'y 23 c Se, 3?224� . . 30.3
cpweD- 1-• >� "'31-X- ` °/ 2 -" I EXISTING DISTRIBUTION POLE L O
r EXISTING HYDRANT NEAR ACCESS ROAD I - / ° ° ° z3968 X ° .?•I-r� 23t o
(APPROX. 670 FROM PARCEL LIN� J I X o o -- X_ _ - OE\ EXISTING MAJOR AND MINOR CONTOURS iol-
- 23=230- iliiiii - ---
=_-_ --+ --- -"T--23o ea X30.18 ---_ -�•p - - - ©�___ - - 0n- -x\ -OE \\ EXISTING EDGE OF TREES REE LINE) I^^^^I
-����---- I -___-__--------- - 229 ---- d �� _\_ \ EX.OVERHEAD ELECTRIC LINE(IMP.) r 1
-, 2300 - of - r - �` //
_ I EX. DISTRIBUTION POLE(TYP.) -3 6 _ 23 ‘ OE \ // O TREE PROTECTION FENCING I-xx-xx�
----OE r1 - --0E_- ---OE - - _ !Kt-
Y - ---OE -- 35.611 - �-;E\30 O, 1Y! :ma* - - _ �I? 2 NORTHING(N:190.0000 / O2 LIMITS OF CONSTRUCTION I-rrc-I
_ ,.,_-/- _ _ ___ '228x '�- '- `� g OE2 OOE O • OE .3 23,/ EA'DTING213O.BBO� EX.30'OVERHEAD ELECTRIC EASEMENT(NP.) - ____
-OE - _ • s © ((g4
-X7--R. J_X X- _ -- -- X - - �` -- �'_ X Xz yi�\.- X JI.46 / X ^� R �D\83(-20'11 3 LIMITS OF DISTURBANCE
]�116g5 X26160 � x7'. ., \ \ , NC STATE PLANE GRID O
IX _ z bz 13t]o \ •X �• 23t.s3 I )SEE DE AIL R SH STRUCTION ENTRANCE
3 ,..y . h e-C y -�. . -227 T/ 1 I- ..c. - -/2321] ., 9-- ]-\'�\1y._\ `�iX 1 I O (SEE DETAIL68HEET C6.00) i ;a
a ' X .g'X N: I X z32.ttJ'l __�.B;sz zit.z�.\\�\\"‘23960\\F OS SEDIMENT FENCE(SEE DETAIL6SHEET C6.01) I-sF- I
x
h h' a h' - - ry� / O 3230 J \ \ \ �� /
B \\ o' ° • 226 LT n!\ _ /- ZX31] \ 1 ti / O SEDIMENT FENCE OUTLET(SEE DETAIL 1 SHEET 03.01)IN.. ti9 `X-{� zLE I I- X\-Q� 1 ----- --- --- PERMANENT CULVERT CRO ING
0 6 ti ,gyp �\ �1 p3245 EX. DISTRIBUTION POLE(TYP.)„ ,/ �\\ \I N I I / 7 SS
•
ss RH,III za ti ,�/X' Ii 23f o X _ - �I \ ' I O (SEE DETAIL4 SHEET C6.01)
y'I[ x 1 I 1i \ \\\\� I4. %1 %/ i// Og ROCK PIPE INLET PROTECTION(SEE DETAIL 5 SHEET C6.01)Ir i'
h • • •• h F / �OZ 11 233.65 I \\ 1>�3#IJ3
P a a h a eb' ,�h, / 32ez II z32ea X i vv v vv v�+�`, /
• al a / 11 IX I[ X 32.36 �,�X 319a\\ I \ \1 /I /
a' �s.]s�z3z.#o III \ \ \\ \.,\`� i ,i i/ / SITE INFORMATION
h. ,.\ ah y a a D a•
h _1- I I I �j"� I[/ \ \ \ \ \ \ j // j / SITE SOILS: GOD Gilead sandy loam 8l0 15 percent slopes
1 y `EXISTING PAVEMENT ah I I 1' �I \50\� \\ \� \\ / / / NoA Norfolk loam d 0 tot percent slopes
9e --- Nob-Nadolk loamy sand 2to6 slo j I I - \\ \ / / / / / Y sand, percentpas
e 1 11 h a , e eaa h a ey.0 I I I 2335] I�IM / \/ -- \\\ \ \ 2 \\\ / / TOTAL SITE AREA: 2.003 ac
a e _ 29.9.� Yl■ x x23.13132,, \ \ / / ///
I 333.01 II X33 as1 X3439 i- \ \ \\ \\ \ 1 / %/ / DENUDED AREA: 2.035 ac
h • D h h •• l x32 \ \fie \ / /
hk © ri
I 0 \ /I __ \ \.Vt I % /
• 5 • h.° I \\ \ I // PROJECT CALCULATIONS
a .. EX. FENCE(NP.) z3d.4a .63 / Js. / / \ �`" 1 / / / /
h. n • • n 5 n •• 8 ° • n •• h .' X I IX 33 '�r.3sX 33o9 X33 sa 236}� a� l \\ \ \ \•may, © I\ / / / i EXISTING BUILDING COVERAGE 0.00 ACRES
h - 4 ill/ / I I I I X 3503 l l \\ \ \\ I l l / PROPOSED BUILDING COVERAGE 0.006 ACRES(256 SF.)
/ / 1 I I / X 5q\ PROPOSED SUB)ATION \ \ � \ \I 1 I / EXISTING PERVIOUS SURFACE AREA 2.003 ACRES(87,257 SF)
„ .hoe • e e • e V he • 6 �{r,gg / X33.4B { I ,y36.9o\ �\ (l \\ \\ © \ ```23I 12 I 11 II / / / / PROPOSED PERVIOUS SURFACE AREA 1.980 ACRES(88,257 SF)
/ l l i //"5'' \ '� p9PORTIONOF \ \ `'}--,/x \ 1 / I / /
• h, .. eh _ /� / / / 'X II / /1[i6.Yl// MLIN FAMILY,LLC \ \ 119.9% 1 1 I / / / // EXISTING IMPERVIOUS SURFACE AREA 0.00 ACRES
h _ a 5 .. / / X • 1.80 / X `X' 3R[/I \'� \ \ 5 n \ I / / / / PROPOSED IMPERVIOUS SURFACE AREA 0.0229 ACRES 1,000 SF)
- - - 2039 / / / 32.00 134 39 134.33 / PIN•153:g 92-5144 `\ '. 1 II I / / / / / ( -
- - /x / I� X __/ P.O. BpX 465, \\ \ \ of II I / / / / / /
/2r33.35 I c- I _ //GARNER NC,27529-0000 \ \\ / / / /
_ _ I / X32 s I I �O OR 102 PG 439 32.41\ ` \ I 11 I / / / / / /
J _/ / 334.3 I �[ ,_ P050 PG 264 X I 1 I / / / / /
_ _ _ - - - / ��/a _ vI 1 / / / / / CONSTRUCTION SEQUENCE PHASE I:
//� / / 11a� / ZONE 23z3 /
I I 4'/ 91'--• X r 1 I 1 N / / / / / / / 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ.
I --_-\/3 Z3 131 2J2.86 - ---Z.�39 / / I 1 1 1 / / / / ,
I 41 X / / 31 \V F 1 1 / / / / / 2. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL
233.0�M X X 3321 / 129.36 I 1 I / / /
R\\ X X 0 t4 q X INSPECTOR WITH NCDEQ TO DISCUSS EROSION CONTROL MEASURES.
`EXISTING WAREHOUSEi I 232.]s `----�---- �/ ` I / / / / / /
_.,/ / V - X .4z , \ g / 1 1 / , / / 3. INSTALL SEDIMENT FENCE,SEDIMENT FENCE OUTLETS,AND OTHER MEASURES AS
- 13319 / I ICI[ X3z % 1�'$1// II 1 / / / / / / j SHOWN ON PLANS,CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
/� X / 1 .96 ll II -_�----____--__-�4J19� / I I I / / / /
THE REMAINDER OF /'/ / / X 23216p311�}L X -' -- -- 1• 1 I / / / / / 4. CALL FOR ON-SITE INSPECTION BY INSPECTOR.WHEN APPROVED,INSPECTOR
HAMLIN FAMILY, LLC_-' / / lX\ (' 33-'� 13�30 % \` I I (
/ N�F / / / ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN.
------ / / \A11 II�� X / STOCKBRIDGE EV,CROSSPOI,NT
-- PIT1T53970=92=5144 / / / \ / 5 THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
---- / / \ [ _ / / L0,61STICS 0 ER,LLC/ /
P.O. BOX 465, / / / I __ / ` ., / / / / N
n GARNER NC,27529-0000 / I / �I /l / 't / f PIN�{ 153920 91-5841 / / CONTROL DEVICES AND STRUCTURES.
/ /DB 630Y PG 314/
DB 1622 PG 439 / / -' Jo.66 \ I 1 , / / /
PB 50 PG 264 % I / X31.1"1[ ____--' l I I / PB 9l PG 242/ / / / 6. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITH EROSION
/ p3020 / / I / / ZONED: -1 / / CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION
ZONED: -1 / 231.93 / I -\ \ X `�3084 / I • 1A03 I / / / / / /
3�1 p.X II \ \ X J / \' 1 / / / / / / CONTROL MEASURES.
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"% / / / z 9- / \ 7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
/ I X33.o0 x ' / / / / /
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o / I 1 I _ - \ I 8. CONTROL INSPECTOR PRIOR TO REMOVAL OF ANY
d - \ ` EROSION CONTROL MEASURES
/ / 330.6 I ___-_
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< - -------- ----- / ■ /I I[ i _______ ll / \``\. 'I I I/ 11 11 II I / / 9 COORDINATEEROSION CONTROL MEASURES SHALLBE CONSTRUCTED IN ACCORDANCE WITH
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'^ --___- - I I _ T CONTROL PLANNING AND DESIGN MANUAL U.S.
/ X3o./9 s /' - O_ _ ---- O/ `O I l I I % / THE NCDEQ EROSION AND SEDIMENT
/ %' It / O�_``` - % N I I I I / II / DEPARTMENT OF AGRICULTURE.
t�_ / V IY tz�:�:id :__ l..$,: r � I I I I II /
t11,, j21 V /1f1IIII�,`- _ _�_ �t © 1=.� �_ ___I_��f 'I�':_.'•1_'f /=„4 / j 10. SEE SHEET C5.01 FOR CONTINUATION OF CONSTRUCTION SEQUENCE.
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232.35' / %� '', rj ©' / \ I I I / / / / SCHEDULES.
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ie 96 oTaz_ / BEFORE o�H caRo�° # Revision Date SOUTH RIVER Date: 7/19I2023
- / - / - i1, rdd South River Electric 6TE: / ELECTRIC MEMBERSHIP CORPORATION Drawn By: SPF
- - _ _ / __ _ - O _ -. s- - Approved: GSB
_ 0 15 30 60 -a'
�! '' - _ �� ___ 817 a m Membership Corporation `* SEAL is o_ BENSON SUBSTATION EJob ROSION
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/ NORTH_BENSONO PA$TNER�HIP _ -" / / / - \� '4Na .{� mo�q EROSION CONTROL PLAN PHASE
/ / _- PIN g 153920=5i-4637 / tp Lt.
1 INCH=30 FEET A Touchstone Energy"Cooperative 7( ( .ram A.
DPM Ml PG 623 / '� .� �� ---
R,, O EC E 115 ROCK HILL,LAND AVE.,STE.102 C5.00
/ - -PB 81 PG ]67'- / - - Q G� THE INFORMATION ON THIS DRAWING IS PROPRIETARY AND IS NOT TO BE r„ S. 0`e.e` ROCK SC 29730
- e _ ZONE-0`-1 / - - - �6CIM6Pp USED,REPRODUCED,OR COPIED WITHOUT E ENGINEERS,INC.WRITTEN CONSENT OF ,, 7%r 9r%S [C[ O W[[.CON N.C.FIRM NO.F7-0429
ELECTRICAL CONSULTING IN /