NCC231883_Site Plan or Location Map_20230619

\ ce.oe 1 r ` 1/2?tod / / II 1/ EIP
WATTLES(TYP) mops \ / I 1 \ 20A / ���. I Crol
000.00 \ SroTA 0H50R to 5+00QIt EMERG.SPILLWAY / I 1 \ L ` ���5 ,,,,,,,Corner
1 1+00.00 ,(SEE DET SHEET CI1)I W1DTH=10 FT.(DA=3.26 AC) I 1 \ \ \ // ��� �� ®�.VI �� ,
Class A Rip-Rap \
WIDTH=R3 FT.I LEINGTHR=3FT I 1 \ \ \ \ / 25A ♦ ♦ ♦ ♦ . / f W
J° �/ DEPTH=1 FT,D50=61N \ 5t TEMPORARY SEDIMENT BASIN#3 \ \ \ \ \ ���� , I ryyyy
j 2 \ `3° I APO AREA AT ELEV.662.6600 F \ \ _ , N
;.� . L120FT W 55 T) $1 \
as $ I 1 1 1!1^TF AKI ARE)(
E T EEV.578E 4050 51� \ \\ ___ , - t .• ... , / Ii
"� I. (L-104FT,W 39FT) \ \ \ / ®/® ®® /µ ) ` '' \ .� S MM R ELEV..578.0 \ \ .. .� .. / UD/ �- 00 Q
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ROCK FILTER BERM �\ "�t00/ \ PIPE OWLET PROTECTION \ \ \ r // / •'.•� / it I \ - Q . E d
�(10p--, ��'� J \ 7 ` !/I 2� RIP-RAP DISSIPATER
' \ CLASS a RIP RAP , • / _
(T�) / TEMPS " \ \ i IENCIH=8 FEET \ •zs'ero(rtS) TEMPORARY DITCH LINER \ \ \ \T `• � DEPn1 22 NCHEa \\ \ \ ` ' // / DEPTH SNP / \ J t
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/ / PROVIDE MATTING ON ) \\ l _%� \ >� / - / FI' I =
/ \ \\\�//j/ / 3 SLOPE DRAIN co.... /
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' / / SLOPE FROM 0+60 TO / j / U/ ' 3+00 THIS SIDE OF ROAD. / �N./i,'o° 1YHDPE W/PIPE \ /` TEMPORARY SKIMMER BA51N #1 / 1I % OI PROIECRON / AREA AT ELEV. 526.5 16,741 SF '� 1 06490 / AREA AT ELEV. 522 = 9878 SF ♦ / aft ' /
CONCRETE ♦, m
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/ hbO i�j / " n • WASHOUT \ 32/ SKIMMER SIZE: 2IOFICE- 1 }INCH y.
.44 '1'TOD 7 \ \ \ / / \ / �� ` �/ �=�ioFEss/oa/tiv
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/ \ 0 PDISSIPATER I , /2 2/22
MOTH- ET LENGTA=IB FT
/ // I 1 / / 3 ' - _ _ . 33 // �sr / -(DA=88 . MDTH2 FT \
MEPTH_15IN I I / I �
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w i \ \ R� n • OPE DRAIN - Z-= 16
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Q &y V INLET PROTECTION
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/ / / / / / / / "D 4 / / x 1 I V \ • 1a"HDPE W/PIPE —\.---- I ` C
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441441/pH, ,...... 7
LEGEND °� 21 > �laen 'i1i��;', � Z
17 TDD 2 �1��) 1 \‘1111:.._ ,,..._., \ill CO 0
- -Stream - to of bank / A
11
— — —Stream Buffer Zone 1 / y) '� o v \ 22 \ V ��� ' G
1
Stream Buffer Zone 2 / oo // _ U
11 I N
D Existing Silt Fence / 16 /
SF Proposed Silt Fence 'a ID 3 / / \ \1
P �'u3 24 �''�t 11U/ 1 Disturbed Area Boundary o CHANNEL CHANNEL BOTTOM SIDE LINING TYPE zss Proposed 2' Pvc Forcemain8 6 DEPTH WIDTH SLOPESLV",3\
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1 TEMPORARY DIVERSION DITCH vnonG-eslLFw(DA V
— — —Prop. R/W and Prop. Line 1
ELEV.-563.0
Existing Property Boundary I 1 5 _ — class ARip-Rap El
LL
TEMPORARY SEDIMENT BASIN#2 O
• • Baffles ° - —+ TDD-1 12" V-DITCH 3:1 USE CURLEX/EXCELSIOR LINING AREA AT ELEV.561.5=15,420 SF \
AREA AT ELEV.557.0 159 SF' 2
o TDD-2 18" V-DITCH 3:1 USE CURLEX/EXCELSIOR LINING SKIMMER ELEV.-557.0
— - - — Proposed Storm Pipe 9 1 o SKIMMER SIZE: 2";ORIFlC 1 INCH.
I TDD-3 12" V-DITCH 3:1 USE CURLEX/EXCELSIOR LINING \
Existing Light Pole TDD-4 12" V-DITCH 3:1 USE CURLEX/EXCELSIOR LINING March 25,2021
Silt Fence Outlet ,� I TDD-5 12" V-DITCH 3:1 USE CURLEX/EXCELSIOR LINING 00 T 1,51
Check Dam I 14 TDD-6 12" V-DITCH 3:1 USE CURLEX/EXCELSIOR LINING J Scale:1"=60'
» oo e> Temporary Diversion Ditch \\ -g (MAP BASE a I
TDD-7 12" V-DITCH 3:1 Grass Lined Ditch Erosion
t STOCKPILE LKK:AnKIN
u STOCKPILE M1TH SLTfENCE) 1
e or o o Pipe Inlet Protection ) I/Il_1_I-- 1 'I'_ I I 11 0 Control
C � I
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irl 111111111111 Slope Drain r�/
\� 13 I/ Wetland Boundary .— I
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Stream Buffer / I I
12 Qs

\�\ `•:) \\�\\\\\ WATTLES(TYP) pERMD ENT DRAINAGE DITCH LINm 20A ` ®��. 1
IQ�.'0� \\ \\\\\\\\\ \\ \ WITH NAG 300 or NAG SC250 EMERG.SPILLWAY `, / it::::4:11::41:-
�® 1 ���.r.e%.i�A \ ) +O.bQ\\\ \ \ STATOL 0+5 TO5+00 WIDTH=10FT.(DA=3.28 AC / 1 � -^' �`��
L, �� III \\\ \ \ ) \ \ -',�\ ) / ®® +r. ® `-`\\ \ )/ / /,=/j \ \\ (PERMANENT LINING) ClassARipRap / 2 L -`Ali > ) \\\ \ RIP-RAP DISSIPATER PAS i / /� A I �1 1\\\ �p II /as'I`i/ \ \ \\ \ WIDTH=3 FT.LENGTH=6IN ` /•1 ♦♦♦ / /�•� �. / ��_��� i� \ \\\\\ \\ \3*p0 DEPTH=1 FT.D50=61N QO`'� AREAOAT ELEV.D582NTBfi SOINO�t3 26A ♦ ♦♦ te.�i �� II IIII � Q�� I• 3�\ �' \\� \Op S� (L=120FT.W 55FT) / / /i�/ ♦ ,/ l //////// .� O
!• ���.., \ \ AREA AT ELEV.578 4050 SF / / // �_��1. \ \ �.. L 104FT.W=39F / i`i _ / QE •oe. rts/ / � �~ \ \ \ itsn .i' ( / ' / / // U N 'oo,aw s ` � - l ''� \ \\ \ \ \ISKIMMER ELEV.2 578.0 -TLr' ��� / / i- OQy_ I �` A \ \ '4� >� SKIMMER SIZE: = ORIFICE-1 I!I, SILT FENCE _ -/ / % / ` aU 0 MROCK FILTER BERM y6 / 0 :-�! �if l'_ /Op✓ \ \ / // L7/•1 _ i �I�` ' JCMP) //h / ^"t\- ,.. `� / RIP p�trniP DISSIPAT�FR �/ '/ .�7,r�� / O / i Utr"ri h / s vnotl,-20 FL/ / 'V� �' o" / /� ;.I , ��� DEPnf-15IN i .� —f— S\/ O Q 3
PDDENTBDRArucE DITCH urED ,5/ / /""",. �J) ^� a ar91N / / / -�/ \ �r',//--//_,/:1:17/1_/1:71:;11///i/l1::::1,
vPERMANENT MNING ",,y / foi�,\ 4�\ �� / ' / / J I /
SHEET CII
( ) v TEMPORARY SKIM R�ASf1f�! / ��� /
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AREA AT ELEV. 26 - 16,7 SP ` )� /\ _ - �H /SKMMERELEV. 5 �0° 9 78 SF m'Viirr-:
caecaETE SKIMMERSIZE: 2": IFIX;E— }INCHI ' �� — IS��" AI�,GBP 2A111111*TPN:
`\ / / // // // 1 `` ��3 �®- \\' 1' �=lT/EFSS/p��ti�
� � 134 �,�
/ ( —p \ / � / ,ems 22547 S J
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PDTQI UNED MI
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,'' ( ‘11,141F /,yDpp ''� / NED'MT , YAA1 ,1 MERa€NCY"SPILL / // IDPI I, `��7/22/22l RAP LINED�' W000 ` I04- RJ\ I ICB/10 \ 1 /
3 1 r wmTH v ET - - LENcm /
/ // 5 / �. �A�a:B • WIDTH- 5`r-
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:4\4\1'
. v 33 / - I _.,c— DEPTkL=,51N /./
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PVC FORCEMAINS // /" \/ ).
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/// �//, ��.. scale: 1" = 40 ft • \- — _ _ , /
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'•� /•^pp iTics:w„,,,,o / '1 / \ �I 1 �`�� III �,C• NNNE 7 N—N N--- ♦hcay11 • 11\ ' INV W1T_5,600 3 // - ' =4t -_•. , 30 / I/I #�f�11����:_e,����,- o -� \oN�\\ IPDD-G ��� 0poa -,, , 1�111 III 11`- III ��_. �_ �N�NNN
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\ �\�\�\\\ m FIBER MAT - -, \ a '*,���' +*�,.111 I�Jw1111 rr►�r►Y11 `\ aa.,.R V5 �' •� ,' �,� * , .
28 �1111111�'�11�111�1� '�1�111� cal` �N. � v v � ! ! ' �, CoVd. ��111 rid 11 it 1111 cJ 11 11 11PDD-J . I 11 II • • v>
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/�;.!,�y A\ v-mTCN uNm x�nl �o / / PDD—H AAIPo 1 �1 1
. v v �„ Ex �/yppp 2711 • I I�/ /i' •\ \ FIBERMAY // �` / V-DITCHLINED NflH \ ! \ \\ \ /. ® I`�� I 11�� �� �.. �� P� / ExoR/w000 PDD—J �� �� � I I� 1 II' Z
'� / _h EBR / I', 5 \ , LS. Y FIBER MA V-DITCH LINED NI7H _ i U// \ \\ ,\ 111 111 �1� 111
' ' —'%' 1 '�/ �f�l` �/;�� ti M�°°D 111///� � �'� � 111 ICI 111
% OPEN ;% 26 11 11 1_ PAr 12I-
1111127
/ i--o �''— '��i / �� �° SPACE \ A +�" I®�01��41��
i ,277,7 / ,, i // �. I PDD C S,�
/ '' h� �/%�y/`-.'// `\. )I -� / / / V DITCH LINED 1NTH \ �� \ \ \ \ o)�\ ®111:1111 �.
I� ` / (PERMANENT UNING)260 /:\ Iq��\\ •` ♦ 6%pp\ \\ \ \ \\9 /i\:7:3,4\
, IIIyDDEW 6 �'�� p�v 25ii\
�, // Q Poo EPROPOSED \ v v i _ A Q oa,s / / y I / sa // .. / / i /o. 18 v-olTal u/N�mppp�xm v , , ;� V A y. A \ �\ t s-
PII
j `7 � /// / � / FIBER MA \ ... °p �' \
// / / NATURAL sl /� c�y�°/ /// O // // �y / / sun20 �,' i �'' /Asr Tsvv�,' �s ) s���// '��/ yA�,', . : SPACE =� �.�-�=� r' • — oLEGEND y¢/ / /�� �, //` ,ec,' //� v •' :� V A Y �, / Z
. - . —Stream - top of bank I: / ' / /// /o° 1 vV �, v. ��.. .A I ",1 ��� 1,1, „ , irs m 0
PDD-I �i / 1 � i �I I _
— — —Stream f DITCH LINED WITH "1,4�/ / ALL ROADWAY DITCHES SHALL BE LINED WfTH EXCELSIOR/WOOD FIBER MAT v �II/ \ , aBuf er Zone 1 EXCELSIOR/WOODFIBER / ( \ A A \ V A \ II. yy-,Y IY!• 1lI�Ii1� I VA /� 1
MAT / / \ \ n \\ �I \ \• \ \ \ �I� \/J V
OR A PERMANENT MAT AS SPECIFIED ON THE FOLLOWING TABLE
Stream Buffer Zone 2 / V A V A \ A ��� A\all LLJ i U
D Existing Silt Fence / o \ Q
e / ' /o CHANNEL BOTTOM SIDE LINING TYPE N\,\\\\ \\\� l��`� \\:��1�` \, \ t \ V cn E
SF Proposed Silt Fence \ V A V A V A A V A SIX1,41:11—..DEPTH WIDTH SLOPES vvv �( 116 TEMPORARY DIVERSION DITCH v vvv v� v v v vv — 1 1• Disturbed Area Boundary �' iliNit' \\\ \\ \V A AV \V A IA\ V I � A � "'V A r 1 (�
SS Proposed 2" PVC Forcemain ��' vP-DITCH LINED NITN TDD-1 12" V-DITCH 3:1 USE CURLEX/EXCELSIOR LINING \\ \ \ \ \ \ \ RIPI RAP g551PATER \ \ \ U
Q ----- I EX OR�"'oeo TDD-2 18" V-DITCH 3:1 USE CURLEX/EXCELSIOR LINING \ \ \ \ \ \ \ \LENGTH-18 Fr �`� Z
— — Prop. R/W and Prop. Line V / �►,-•. o FlEIER MA I / , 1 I / 1 \ \ \ \ I yTM:1CN� _ Q
ft.,.
�� TDD-3 12" V-DITCH 3:1 USE CURLEX/EXCELSIOR LINING / i / / , / ) / / ) , 1 650=91N ,n
�y TDD-4 12" V-DITCH 3:1 USE CURLEX/EXCELSIOR LINING v�, \ V
Existing
Property Boundary �/ EMERG.SPILLWAY \\ \ A\ A '� \\ \
TDD-5 12" V-DITCH 3:1 USE CURLEX/EXCELSIOR LINING ELEV.=563.0 �'\ \
/ WIDTH 15 FT.(DA=8.29 AC) \ I
Baffles y pins'
_ 15 I TDD-6 12" V-DITCH 3:1 USE CURLEX/EXCELSIOR LINING Class A Rip-Rap 1 \ \ \ \ �11 I O
_ TDD-7 12 V-DITCH 3:1 Grass Lined Ditch TEMPORARY SEDIMENT BASIN/2 \ \ ( / /i Proposed Storm Pipe ' IN VI _
/ rail/
�D o AREA AT ELEV.557 0=159 SF F \ \ \\(\`.i
10 Existing Light Pole 9 //o ; gI PERMANENT DRAINAGE DITCH SKIMMERSIZE: 2';50RFICE-1 k INCH. t \�'\\Silt Fence Outlet / / ,,65 _ March 25,2021
Check Dam �' /' Cjil
PDD A 12" V-DITCH 4:1 /2:1 North American Green P300 or SC 250
%/'/ ' PDD B 12" V-DITCH 4:1 /2:1 North American Green P300 or SC 250Scale:1"=60'
» » Temporary Diversion Ditan / , % _00 a _ 14— PDD C 12" V-DITCH 4:1 /3:1 North American Green P300 or SC 250
o / / - �M } �STBCxPII£LOCATON
jG0�`p or Pipe Inlet Protection //// i/ �% * -- — I APUsea PDDD 12" V-DITCH 4:1 /3:1 USE CURLEX/EXCELSIOR LINING Erosion
�� � o SOCK PIE x N 9LFFNE) PDD E 12" V-DITCH 4:1 /3:1 USE CURLEX/EXCELSIOR LINING
// ' \l'� \ \ PDD F 12" V-DITCH 4:1 /3:1 USE CURLEX/EXCELSIOR LINING Control
111 11 11 11 111 Slope Drain 11/Y //% / J'� 1lf PDD G 12" V-DITCH 4:1 /3:1 USE CURLEX/EXCELSIOR LINING Phase 2
� � `�� \ PDD H 12" V-DITCH 4:1 /3:1 USE CURLEX/EXCELSIOR LINING
' Wetland Boundary ////i\//(' 4 1 \ \\ PDD I 12" V DITCH 4:1 /3:1 USE CURLEX/EXCELSIOR LINING
\ 1 PDD J 12" V-DITCH 4:1 /3:1 USE CURLEX/EXCELSIOR LINING
k } , Stream Buffer / 1 1 /l ) I\ ti PDD K 12" V DITCH 4:1 /3:1 USE CURLEX/EXCELSIOR LINING C3
PDD L 12" V-DITCH 4:1 /3:1 USE CURLEX/EXCELSIOR LINING