NCC240881_Site Plan or Location Map_20240327

{ / \A , / '7'L /I TO GREENSBORO MI '
NOTES \ ��" * •.\`.•.•. I \ \ \ \-, i r�`N III" USI-40 'i �•i1. SEE GRADING.EROSION CONTROL,AND STORM DRAINAGE DETAIL \ \ \ ' 1 \ \ O \\.� �4s L MILLSTREAM RD SR3 P3STIG Lig RmSHEETS FOR ALL GENERAL NOTES.CONTRACTOR RESPONSIBLE \ S n N mFOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS. \ I I 1 `I ~\ 836203.77 GROUND PQ i y 2* / \ q \ - 810502.66 GROUND ,�[/ VLF O. r y1 Su2. NO PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA \ \ • • • \- - - - \ 1 \ I `-( .\686.26 Q' PQ,"(� a a 3'aaFLOODPLAIN. \ \ S ) I \\ ( Q °� ¢3\ • • PROPOSED EMERGENCY SPILLWAY WITH \/*" T ^ \ \ ���.� / / hCj� 33. SOIL GROUP:C \ CLASS B STONE \ 1 \ o/\ \ { i h•�
4. STREAM INFORMATION: \ •• •••• BOTTOM ELEV.: 657.0' \ \ \ \
* BOTTOM WIDTH: 10' _ 7 / 1 \ \ \ \ `l \ �\ `1 \ l \ \
INDEX 16-19-3-(0.5) \ \ SIDE SLOPES: 2.1 2/ ` ` \ \ ( \ \ \ \ \ - e
NAME LITTLE ALAMANCE CREEK \ 1-•- DEPTH: 1.5 \ /� > (\ \\\ \\ �\ \ \ \, .\k -'' \ \\ ,/- \ ~\T SUBJECT
CLASSIFICATION: ws-Iv; NSW • - - - -•- 1, / A /V l >o � -'' A V� PROPERTY t�
PROPOSED I I \ ` V A A V 1 //c \ 1\ • Q ''
RIVER BASIN: CAPE FEAR \ �. \ ) A 1 \ A �/� / I d g
., TEMPORARY { ) ff t \ \ `_ \ \ - Z �\ PROPERTY LINE(TYP) \ ',, - I ( i •`�\ \\ /, ( •
5. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL \ SEDIMENT f \ `o ) L \� ) ` \ _ \ ''/// \ 1 \ jf I y u
THE CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 'BASIN"B" 4 + -\ N \ \1 ( ( { _ \ _ 1 \ i+
828-771-4755,OR EMAIL AT INSPECTIONSOCDCGO.COM. \ (TYP) \\ / \ ` \ // ( \ ,\\ \ "` \\ ,''`L \ \\_ \\`- �. (+++ l \\\ y\ \I O c d a
ril
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING • •\ I / ) V ( \ __ \ - *
OR REDOING WORK �\ '.�.\� 1 I I \f 1 \„ �} (/ �\ \� \\\ \...\\ / \� \\\ \ \ �1 \ 4)I �\ ++* '\ \\\ \ I -•y u
\ \ ly \ 1 PROPOSED TEMPORARY 18"HDPE PIPE / / \ _ �I v \ \ \ \ ,/\ '-1
/ \\T +'\\ \ C, \ a 0)
LGr-- L\� _ (1.0%MIN.SLOPE) `r `,I. /_\/z ---;-' \ l / \C),-
I\\ \ /�/ C„-\_\ - 1 1 ++ \( \ \\\2 N V�V
l� _I )� V Ai\• V ( 4\ \V AU 1 ti.v \\V��� V i �,��V I d * V AI�
/ \^ �N \l \ 1 (�1 PROPOSED TEMPORARY RIP RAP APRON'Bl' \ `\ I \ /� �. } ~ \-'.� I I 1 */.*+ /I '•
/ ��- 8 1 r LENGTH: 20' \ `�- � \ ,� ,� `\ \ - - L 0
) I I+*++ I 0.p00
�r WDTH AT FES: 9' v /
•1 O• 8P
1 / I -,v �1 / WIDTH AT END: 23' `� s V rI� 03
�->._�-"/ `, l I `% \,DEPTH: 1.8' \ 7 _�� 1 �` -/- / I N
J / ,, \ / 4PRDPOTED
_ STONE CLASS: B _ h \ / I �� �N
1 1 ygo\' \ 1 i+*1 \
) I / / / O� -�- J /J m Ai TEMPORARY RIP RAP APRON'B2' V ) -\ \ .8 4 y / I / ) / / \] \ \
/ J I / / \ <s \ LENGTH: to' -M \ _ 1/ / ' / l f \ /) / / .- / ***'\A o
/ / C I /o I \ ^s - \ WIDTH AT FES: 3' �\ �\ -�1 J I j / / / 25'LANDSCAPE BUFFER/I *+*+ \\ \ a
•
\/ �- WIDTH AT END: 11' / �` / / SEE PV PLAN I
1 / ,,, )_ v �v `_w, .t / _/� ) Y v VICINITY MAP0 gl
gl
/ _ ) 2 DEPTH: 1.5" •�` / J /Ir _/ / 0 2
J / / I / // / �' / F $ l I STONE CLASS: B • - ` j / / !� / �/ J I / ~4 / / / U SCALE:1"=2,000' U
jr ! I l // / //-" �/ .$„�t. tl v v VA/. �:r: ,v-7 ✓ ✓r-/ 1 /�/ ��- -' // c�� / �� /� l 2/ // / +* III \ I�
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I t. r 1 / f / I /J /r J r / 'l •
\ <\-s-4,® .a �.\. - '. C1y `� - __r- .c.J ^/ J J/ r/ / / / * I i
PROPOSED PERMANENT DIVERSION DITCH"81" ) / 1 / ti I / • "� a \ rr i l , JJ v ( / / I *I\ ) DEVELOPMENT DATA cmi
BOTTOM WIDTH: 3' J / / 2 �'.(I.( L�•tY°'4' V-. ' f /� . .�/ n v/ J 1* / / / / / / e z
SIDE SLOPE: 2:1 / 1 l / _\ - \i• \ \. / 1' e \•�\ / 7 / / // / / C + \__/ I MAP TYPE: MAJOR SITE PLAN
DEPTH: 1' ,- // _ `6 \\ \ f I / / / / l / / / J
/ 1 j. / '-f/J / / // + I OWNER/DEVELOPER: WEST RIVER SOLAR,LLC
SLOPE: 2%MIN. / f Y \ / EXISTING 2'CONTOURS TYP m
�l \ j -! ( ) / / - / + I 130 ROBERTS STREET
(4 CHANNEL LINER: C125BN i ,,f //V ,\\1 \ ) \�\ - \ 'l )\ •• e • I / / / • / � / t� - A °'
\ �.�, 114 y \ •
/. Q I ROLLED •• • •• •• •••I / / / ASHEVILLE,NC,28801
/ ( C�' I \ 1 �I // 7 J� l�,. \ �:N ` l \ 5 \ ( Y i - / // / / // / *�C SEAN ANDERSEN
Y CONTACT:
! ) I // •/ - i \ \ \ \ (/ // (NORTH
APPROVED . • / / r / / / / �/ .1 I \ (nz)z14-5773
) 1 C ( )) / /^\/ '1 j) I� \\ 1\ \ \ _ O / J ( / I f r) t l / I / / / / / / _/r I J/ I 168 PDESON AVENUE
I ( / /� 1 ` / / V CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A.
1 \ ) / - C\ //r \ !--.'./ `nJ _ �i�'v \ l I \ ti \��'^ \ i of
\ f / r/ / / / / / / / - / / / +*�� -1il - CONTACT: GREGORYEHOFFMAN�iP.E.
1 `r .i so 1 / / ::. „° _ v A_ / � • ) •,5 / /r / �. / / (828)252-538a
/ //� ( \ A A • - / ( / I PROPOSED PERMANENT DIVERSION DITCH"BYPASS A• / II{
¢• i -� //\ / Po PROPOSED 18"HDPE PIPE • ) \ -1 \ L\ •` \�/ -� = .. I r° / / 6 / I BOTTOM WIDTH: 1' / // I F** * I
\ I S SIDES PE / SURVEYOR: MCKIM&CREEO
\• • tar fir_, ° ) \`�.��� _� �1 / i / d SLOPE:
2:1 / 243 NORTH FRONT STREET a(1.09 MIN SLOPE \ ,, \ � '� �( /
r ON I \ M. 6 M .` l ) I �''L/ DEPTH: 1' // // I WILMINGTON NC,28401
C ` 1 ` --._ -- _e _ [ • ,,,'q,\\` / SLOPE: / / ' CONTACT: DAVID L.JONES,P.L.S.
/ \ 1 / -- �� \ _ p•6 L. 1/ �1 / CHANNEL LINER: C1258N -�
' [phone] 0
LJ 1 0 I( __,:.__._;a - ct o , 0 60 LJ o I I I / l l / 1
1 ,� ) i� / _ ; -,. •,.• •\ C s ice'S8l- "sew. --- \' / / / / // * n� PROPERTY OWNER: J.H.STEWART FAMILY LIMITED
/ _-� _ _ m 6 \\ / / / / / ) / / L **4 PARTNERSHIP
\ \ ,/1 7**/ \/ ��/'' ' s7o 1 - p. �n ��.,yes• -qje; • �\`/ / I // / / / \ - I ( PROJECT DATA
4/11 _ �� %/ �/ / 67 \ 664 .a0 r 1 �' \�\ I I� ACCESS PROPOSED
GRAVEL / / I I '\- * ` T
Iy/
\\J ¢ l// „ Paf .../ //JJ 4 ti Z I' �I� ) 2 1 �, 1 / I ( I+*** N
! ,�(1 / rs I a4� I) ( r \ • e CLEAN OUT/GRADE EXISTING PIN: 8803859714
/1 p {// t / ♦ ! ' I / I I ADDRESS: 1922 MT.HOPE CHURCH ROAD
��� I ROADSIDE DITCH IN ORDER TO
C i'�ill n i��' // ///' / t7 l ( ,,/ 2 FFP/56A I M) / 1 ' 1 / MAINTAIN P081HVE DRAINAGE MCLEANSVILLE,NC 27301
,_`_v I rA / - _/ `1 Z I11 I �� I 1 TOWNSHIP: MCLEANsvILLE N
\ ti\ { n/ III ) ^� ✓ / / / / / ) F 668 �j � ?� -® / 1\ '� \ 668. 1 I I) \\ I I I I J- * I,I �� s DEOEDT OOK/PAGE 4GUILFORD
493/1246 N
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gas v h\ ti / I j +
A b • / • st lkrV f ���� I 41 I�\ II
SITE
ACREAGE: AG-sP ACRES N
-\��' t� / . - - I , ,I j I )� )1 1 NcN w _ JV 1 I I , �L`, 1 A 1 1 1 I i1 o / SETBACKS: 80 z
\ \ ' Alai �-� 1/ I ,,70 II^` A.1•J I 1 \ ,, \I I I \••` 670.. PROPOSED CHECK DAM(TYP) �' \ I+* -J
'\ \ \ ,,y`d X _ O�OO'� J \ / )) \ . 1 DISTURBED AREA: 8.00 AC
\ \ ' I �- - \ VA PROPOSED TEMPORARY 18"HDPE PIPE \ ` \ l \ I I O
J r / \(1.0%MIN.SLOPE) r k \ \ _ ` \ \ \ I J I MT.HOPE CHURCH * D I SOIL TYPE: EnB,EnC,&EnD
l CONNECT TO EXISTING
PROPOSE-; / ) I / u
3 J I A V A \ \ ROAD(SR 3045)
to" -III s \ \ i� e7z I HYDROLOGIC SOIL GROUP: C Nb°,
HDPE )l �, ✓ \ l \ I \ ` \ V' V' ` \ \ \ \ \ \ ** I r WATERSHED: WS-IV •....1''',
7 • n \- EXISTING 1 ( m', \ °�•°°° •.
PIPE / PROPOSED •PERMANENT RIP RAP APRON'81' 8 ) ) - 1 - \ \ ° IMPERVIOUS CALCULATIONS: O;2P °O
(1.0% `� LENGTH: 20' :I WETLAND ( (\ y
/ ^ _ r -\ I \ f r, ` \ PROPOSED DOUBLE ROW SILT FENCE(TYP) \ I 1 ` O11
�;N `
MIN. - WIDTH AT FES: 9' I J 7. 'C/ < (TYP) I. ) \ \\ �� \ *1 O IMPERVIOUS PERVIOUS U?W wm
SLOPE) WIDTH AT END: 23' - - yI > \/ i \ �.J,� \ \ \ \ +** P , PRE-DEVELOPMENT: 0 ACRESU(0.0%) 105.79 ACRES(100%) _ " `
DEPTH. 1.8' ) ) / 1 1 ) / � \\ ■j ) 04 1 \ \ PROPOSED PIPE CULVERT IN EXISTING *** I POST-DEVELOPMENT: 265 ACRES(25%) 103.14 ACRES(97.5%) �y°° N�Z \�
a SUBSTATION STONE CLASS B • / e 1 C -- r `\ 'tiy \ n\ %�'J,C,6(.��°:GO
l\ ` I I �.I,�. /` n I PROPOSED 18' HDPE PIPE I - � (\ \I \) ® , `` )\\ \\POSIDTSVEEDRA DRAINAGE)(CONTRACTOR TO PROVIDE 2,,,.
+ Ciii `�`1Y „9N... ..
�•`
f PROPOSED ,I 27' are 42I (/ I (1.07 MIN.SLOPE) \C_ IFLIf ) J `� 1 \ I' ,
\ - �"�y0- = O�i r ) 1° � • _ )- / yI 1 t i1iD®° - - - T _ � \ w�1 - ROUGH GRADING&EROSION CONTROL LEGEND
"`I
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v � .::::,..•:,:::° ��Ql.OI L .. n C _ l_ _ _ S _ J / V-r 1� O�g O� O� '1 }
. .S (( � 1 _ _ _ �.,.._ • SILT FENCE SF x e. A o ii pr,d j t ,If., . - 4 ., I 1 •• �'°`�--�_-��-.ma_v� o �e �--- •.�eav��� z
/ t x • I \ / - \ 1 °-_,•• ` _;_ '� - 1^ -- r c SKIMMER&CONTROL STRUCTURE ��
\ p, o� : O j.. j PROPOSED 18"HDPE PIPE(- - - 1 f - -<- - \ \ l \ \ ij 7,...
\
s.ox
+\ - 1C R Yy IN 4 fI '� _ (1.0%MIN.SLOPE) /_ !.. 1 i
Il \ � 1 r�� I ((,f!,,L TEMPORARY PIPE1 / PROPOSED 100 x25 x12-CONSTRUCTION l/'-�/ �, x •_� I` -/- - - -L- - - /)�I \ \ PROPOSED LIMITS OF DISTURBANCE(TYP) / / I-_ ENTRANCE(TYP) `\ •/ )- -(�'_ _ _ _ / J ! t_./^ ) \ \ (CONSTRUCTION ENTRANCE TO BE MAINTAINED 1 EXISTING CONTOURS 00JJ(, I, I I I , : V/�_ 1_"- { �_ �)�'r IT _ _ _ /_ 1 \ I I \ \ / I L AND ADDITIONAL STONE ADDED ON REGULAR � x I I n O - 7
•i1+ - , I I ► \ PROPOSED TEMPORARY DIVERSION DITCH'82 _(� I < \ \ ) \ ` \\ BASIS AS NEEDED) + `\ PROPOSED CONTOURS 00 L z
me _ _ �� BOTTOM WIDTH: t' L _ _ III \ I E I •* ��I 0`() ji f� / SIDE SLOPE: 2:1 - 1' f I -`( L� S' T1 LATITUDE: 36.043965 �� TEMPORARY DIVERSION DITCH <
(/ /J y. 'f.:1, • I '% tif \ 7 .\ DEPTH: 1' - y I " EXISTING 50'STREAM BUFFER 4 JI 1 JIE WAA 1 EAM I L\ LONGITUDE: -79.640994 \ + 7 D •�w O
' /l'1 _/. (FROM TOP OF BANK) B�*+++ I rl PERMANENT DIVERSION DITCH
C IJ U L c �� �pp�pp�pp- I SLOPE: 2%MIN. \ \ n `
j�� rr i _ ANNEL LINER: GtzSBN yIIPF�) IERSHI' Q
r/1 '� • • - 1/•1 l / J 1 • i ) ) / ,- _ CHECK DAM
I �I��� . ; • ' ( qB 449 �G 246 H
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f ) \ I f I- PROPOSED ,. I_ _(_ _i. ( / C�/ C/yO'�
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\ ) // ) 1\PE ��681�5 I i r1 1 r IJ /- PROPOSED 2:1 3:1 4:1 SLOPE = z
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u) )p _ �� -- �Tii ( / I PROPOSED TEMPORARY RIP RAP APRON A ,I - \ ,( \ / I < \ / (' I / g
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/_ \ ( PROPOSED EMERGENCY SPILLWAY WITH , \ •I• - I- - { J L / I I"" �- �+*** Call beforeyou dig. o
/} !�7 .CLABOTTOM
OOT OOMBESTONE 668.0 \ r-.�a . -`--� - - - -). - -)- --� I \ \ \ s ° )-oH 9• NORTH
Va ( r< ri \ �. / \ L\ \ \ L 1 l= BOTTOM WIDTH: to' .I .l '. /, .� \. t l / .I -ON/ \ DRAWN BY: WKB
CDC PROJECT NO.: 22249
O / co \ O ti 1 \\ l l \ ) \ \ SIDE SLOPES: 2:1 1/ -\} +. a - L - - . 1 \ QH I \ _ ROUGH GRADING&EROSION )00(PERMIT NO. xx.
��r> \ DEPTH: 1.5' % - - \
PROPOSED PERMANENT DIVERSION DITCH"Bl' )Cr PROPOSED PERMANENT DIVERSION DITCH"A" �- 2 -) • . -- _�\_ _� _ C J 7. L ON ��_ ) 1 /� \
BOTTOM WIDTH: 3 � Ji SLOPESIDE :
2%MIN. \ \ ? C LENGTH:
PERMANENT RIP RAP APRON'A' - • . - ) .-: _ �--_-_ ' ! mob _
RR BOTTOM WIDTH: 2' L \ \ ►` � !. - / )o \�I I ( \ _ CONTROL PLAN
SIDE SLOPE: 2:1 fV• j�- - �- - - Qk-1 T / 7 e \ L _ _
e DEPTH: 1' - • .-. _\ �/1 DEPTH: 1' \\ \ \ \ �' - - \ �1�-o
e SLOPE 2%MIN. ��RPO ° { WIDTH AT FES: 6 �' _ I_ -1 _ -� _ 1 \ GRAPHIC SCALE
CHANNEL LINER: C1258N 1 'G �,� 4.CHANNEL LINER: C125BN I \ j\ \ WIDTH AT END: 16 `�H� -�'- 4 �\ _ SHEET
\ -��\\. / q V ) ( ( S DEPTH: 1.5 01'1• ._�\\a . _ _ =�'r_n . T ( 1
•
00\ P 3 � YJ395 8�. �� j ( ) 1 1 \ \_I STONE CLASS: B iH_ ,�-\?�' � 9• - �I�\ \ I � 0 zl�
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