NCC243466_Site Plan or Location Map_20241107

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) `Y
W_,
FOR •
TOOLEY HARBOR
VERTICAL CONSTRUCTION
1713 RIVER ROAD o _,
CITY OF ELIZABETH CITY, COUNTY OF PASQUOTANK, STATE OF NORTH CAROLINA ce
W E
LATITUDE: 36.278300° N, LONGITUDE: -76.198700° W
SWPPP ACTIVE SITE MAP BMP SYMBOLS
LIMITS OF DISTURBANCE/ r--, DUMPSTER • FILLED GREEN CIRCLE ,pal yv Intracoastal LL Poin NOTE:SCALES SHOWN W o M
--J DASHED BLUE LINE °Hal WaterwayARE FOR 11"X17"
PERMITTED AREA . -.r�R�y� \ SHEETS,ADJUST
FR ACCORDINGLY FOR o
PORTABLE TOILET • FILLED RED CIRCLE ,��i°F \ Z
ACTIVE AREA YELLOW FILLED IN AREA 4,FJ 'i; OTHER SIZES.
FUEL STORAGE Fs BLACK SQUARE WITH"FS" av J Cottage Point 0 2,0001 4,000 0
DISTURBED AREA YELLOW HATCH \ 0 M
SWPPP&SIGN LOCATION swPP BLACK SQUARE WITH"SWPPP" pew-, �' . �� Z
STABILIZED AREA GREEN FILLED IN AREA ' 1 4 �, ,` \`f 1 INCH = 2,000 FEET o o<m
``_ h �. UN0ro
/4� FLOW DIRECTION BLACK ARROW PARK �� 'd� W .,,-
TEMPORARILY STABILIZED AREA ! GREEN HATCH NI
� ��diA =N sr aDISCHARGE LOCATION TOr �Ppa6 aEROSION CONTROL BLANKET CROSS RED HATCH ® BLACK CIRCLE WITH"X" y>� a_ ZZ
SURFACE WATER OR MS4
<, /�� Forbes R/� Cobb Point
CLOSED LOT X BLACK"X" SOIL ROUGHENING 1 BLACK MOUNDS WITH m, .l 4P �A� THORFR°
LINE THROUGH CENTER I r o `
SILT FENCE SOLID RED LINE _4 [ P
TEMPORARY SEDIMENT TRAP BLACK SQUARE WITH "�► PARHVfEW DR o / : ,w
BLACK RECTANGLE � cv° , •II
REINFORCED SILT FENCE/ `� u-
x x x RED LINE WITH RED X'S BLACK OVAL WITH INNER a� t
TEMPORARY SEDIMENT BASIN SB Co0 UfDOUBLE ROW SILT FENCE OVAL WITH"TSB" ° �"` , u I ! V
_ '9'O� ° PROJECT AREA €2
FLOATING TURBIDITY CURTAIN SOLID PURPLE LINE TREE PROTECTION - — — — - DASHED GREEN LINE a� r w i
O 1 9'rB
INLET PROTECTION(GENERAL) 0 FILLED BLUE CIRCLE TEMPORARY DIVERSION DITCH .�4• BLUE LINE WITH ARROWS o o, �• n
© Elizabeth 1 M
BLACK SOLID PARALLEL LINES u 0 ' I N
TEMPORARY DIVERSION BERM — — — City States a
STABILIZED CONSTRUCTION BLACK BOX WITH WITH HATCH LINE BETWEEN ( m Q
h City State' �[EU
ENTRANCE CROSS BLACK HATCH 1Mar
ry
DEWATERING WELL POINT r o ! '
BLACK BOX WITH •--�--�� BLUE LINE WITH DOTS 1 Q
EVT MAT ® STRAIGHT LINES LOCATION �� a p t I
I-
CONCRETE WASHOUT AREA • BLACK CIRCLE WITH"CWO" DEWATERING OUTFACE Dw Q 0
® LOCATION ® BLUE CIRCLE WITH"X"&"DW" < p
OUTPAK ❑O BLUE SQUARE WITH"O" - - - 110 344 a 1= - �,�
DEWATERING PUMP ❑P BLUE SQUARE WITH"P" PLEAsaxrR ;i ^pR ' Ct O uJ Z c8a
STOCKPILE SP BROWN PERIMETER WITH"SP" it. e ` �E \ m
DEWATERING HOSE/ „sh�.I ' Qo�� Q Z I-
STAGING AREA f�� RED HATCH DIRECTION OF FLOW } PINK LINE WITH ARROWS !�F Q
K-�-� ,PO GRAND VIEW DR ;� = 0_Q� } w U)NOTE:WHEN A BMP HAS BEEN REMOVED OR IS NO LONGER IN USE,THE SYMBOL WILL BE CROSSED OUT WITH AN'X'AND DATED AS REMOVED. ° U yICKDR�; o� O OO ^ iis,-
O0a I°NOTES: yin`' �` ~ LLISHEET INDEX rf— - 1. ALL AREAS WITHIN LIMITS OF CONSTRUCTION WILL BE DISTURBED UNLESS �� 1 1P4pC-1 COVER PAGE OTHERWISE NOTED. s LN �1► p
2. ACTIVE SITE MAP WILL BE UPDATED TO SHOW ALL'IN-PLACE'CONTROLS ANDEC-1 PLANNED BMP MAP-VERTICAL CONSTRUCTION NORTHWEST CURRENT ACTIVITY. REFER TO BELOW ACTIVE MAP SYMBOL LEGEND.THE ACTIVE O
Hollows LL.
MAP SYMBOLS ARE DESIGNED FOR FIELD USE AND FREQUENT MAP UPDATES.AN X q , Family P WEC-2 PLANNED BMP MAP-VERTICAL CONSTRUCTION SOUTHEAST THROUGH A SYMBOL INDICATES A CONTROL MEASURE THAT HAS BEEN REMOVED. I-
- 3. THE GRADING AND DRAINAGE PLAN WAS USED AS THE BASE MAP WHICH SHOWS Z:
mo~
LC-1 LOT CONTROL PLAN DETAILS DRAINAGE PATTERNS AND APPROXIMATE SLOPES AND ELEVATIONS ANTICIPATED 5 © r LL,
AFTER MAJOR GRADING ACTIVITIES. Q w H o
LD-1 TYPICAL LANDSCAPING PLAN 4. REFERENCE THE SITE INSPECTION REPORTS FOR EXACT MAINTENANCE,REPAIR,AND - ° w co
ASM ACTIVE SITE MAPS REPLACEMENT DATES. -Y.- ; ��LO Q. OM' a I a N
QF, PROJ#: 08-2024
_ `aP DATE: 09/30/2024
SOURCE:DRAINAGE AS-BUILT PLANS DESIGNED BY HYMAN ROBEY,DATED 08/11/2008. -,,, .,- ,� - . , S' ,- n- 1 • DESIGN ENG: KV
CHECKED BY: LO
PROJECT AREA TO UNDERGO DISTURBANCE ACTIVITIES: -5.4 ACRES C-1

GENERAL EROSION&SEDIMENT CONTROL NOTES: at y9v.g p 3rN v0£Z6a r �i � s d♦- n• , / �j.. / , �"' ISs'"1 2_,
a0£'Od f 530.9 f £O-,,t �N \ 81. .i �/ /. 3
1. REFER TO CONSTRUCTION PLANS FOR FULL \ grlrrl0o o'S 93 py \ nN\ „ a� •=•• • �� r� ggs�t=A�N\\ Le VMS l V o
CONSTRUCTION DETAILS INCLUDING BENCHMARK. a sNz�o£zge ¢5 y_ 1, I.L. •NI L£'9 qst La3nN\3 W
2. SEQUENCING OF THE PROJECT WILL BE DETERMINED OUTFALL 1: STORM SYSTEM TO t9o9 " • ' =1 N1'nM " 113,Oa ga3^`a ,,j o *,; i �i ' */.I •6'� 69 @n.`-G al dW'9t
Og'4s ro g, 1 i 6' 9a1a
DURING CONSTRUCTION AND UPDATES CAN BE OBTAINED W°9t -. .,,N1�- / gz01i aroa a3n1' fi tZy5t
FROM THE CONSTRUCTION MANAGER. ROADSIDE DITCH TO \ �� oe'S' of gt
3. BMP'S SHOWN ARE PLANNED OR TYPICAL ONLY, PASQUOTANK RIVER \ � �- /—= - S� -"� avo a3n�1>' ca1,vtsN`15� is to
INSPECTOR WILL BE REQUIRED TO UPDATE ACTIVE MAPS 150:,
-� / tt�ylvo'_"- �,rftoFOR ACTUAL CONDITIONS.REFER TO LC-1 AND LC-2 FOR , / (s4 t)°i '1•NYAN 'CAT: 36.279419° N ��r _-- mow_ 1 (L4 l)Og(l£l)ya 41tINDIVIDUAL LOT CONTROL DETAILS.TYPE'A'LOTS SHOWN ��'� '' � 9£31WITH BACK OF LOT CONTROLS MARK THE PROJECT LONG: 76.198117 W q.Nln ( °gpz69t y.trvp'N Z J• p9' ON) Oti dd Oa 1 nN QBOUNDARY. / / 1v15N11 Ot,�1��1 ,::a •S.n3'13 Cgia, Ogq.N'L o z.........\
4. UPLAND WETLAND BUFFERS WILL BE IDENTIFIED AND / ``((\ �.., d tN0 (0 (0) _ N (7'-t'� ` 1 a0N0 91PROTECTED TO PREVENT ENCROACHMENT DURING SITE / / �� ,� es., na1las"1 y0µ)1 ` ``�1 ® 1 itgnµ1 ` °Ce` woCLEARING.ALL UPLAND BUFFERS ARE TO REMAIN NATURAL /� . ' Op.9' "1 San 1g dW \�1i�1/ (aS'y}°S 9'"\�"` at Iq`HAND UNDISTURBED. / i • S9'9.3„M 3*LOVOa 63N .04 .'IgVG ,001Mt�_ \/' \ (ZLy 5t Bt :; 15. CONSTRUCTION AND DISTURBANCE OF THE GROUND WILL �� r ` "` 9a o��no ►(':'.+' 1 0 / +azBE CONFINED TO THE LIMITS OF CONSTRUCTION AND THE 0 anion 00' 7 ,` '�/ / .n313 C6 3 q'S)09q g..' •• �LOTS WITHIN THE PERMITTED AREA.ANY UNEXPECTED • q69'gd 9 O £ s)gC / r, . •,. \
DISTURBANCE OUTSIDE THE PERMITTED AREA WILL / // 1a3n O 9t \ ►= +LL N.,
. ` d9a 1 ` n" g6. / 1
REQUIRE STABILIZATION EFFORTS AND POSSIBLE llq to y)ot►` y
/. y' nN NN` (ZL' •n313 OL N
MODIFICATION TO THE PERMIT. 1£'y)°ya9'y °C" y)p£'y'lµrnN pq't` N1 9a' 9 w
69'y) (OL (9t OCy' i` (ta Zi +t"�l gq 9)OL g. n31110M r a
6. ADDITIONAL BMPS MAY BE REQUIRED PER THE DETAILS OR �� I (! 1 » St 31 / (S9'y) (St) P
1 9t'9gs y •nN111,
l oL' ISO .yy5 o M
NARRATIVE.ADDITIONAL BMP INSTALLATION AND Z1 I P O I" (y 061.pa',ill t +5z)y£5 a3%�NN1ds o dYp• r 9'V) 3 LZ
MAINTENANCE SPECIFICATION SHEETS ARE ATTACHED TO �P '�A Ltt 1, f�..•10\' ?� (se 0gLy.31 NN\ds _ p a ` \
THE CBMPP NARRATIVE. ' IV j5• 0 co y)Ol! 13 Ol N Ls '� o O
7. SILT FENCE IS DEPICTED IN THE PLANNED BMP SHEETS \ `� A'•(� t3t3 no t + •N tl g9 L N\gat0 (£t9)tta, ,3p-' z
FOR PERIMETER CONTROLS,LOT CONTROLS,AND .6,
a) -2 L�Vs SG,IL y a gqy)�y�13 a> Z'}8Z9 Sao 1�`' 90 g 5 a3a"µ1 app St
FROM SENSITIVE PROTECTI N OLOCATIONS. EIN REINFORCED OR AREAS ADJACENT TO AND GRADIENT a Q Dfa 64'a"`3,vMs t0'9y •N30 `y0 1 il SgNZ 0tl1 �vM ' o r p p0 yt © ce
DOUBLE-ROW SILT FENCE,FILTRATION BARRIER FENCE OR Bp z3oav a3n to 1a0 voN TJ y. n rn
1 ; ' �' 0 (otr5)o£s�at op,-
OTHER COMPARABLE BMPS ARE ACCEPTABLE AND WILL BE 7 w o
REFLECTED ON THE ACTIVE SITE MAP. "1 Nla �' ' W.
�Y d at�' �/ CL ^J N
8. TURBIDITY BARRIERS ARE RECOMMENDED AT STORM g9 i "�— ' 1 K gt6'gt © •.�,1 1'I z o
DRAIN END SECTIONS ONCE STORMWATER MANAGEMENT pi R (y9•y) z= ^
FACILITY IS IN PLACE AND OPERATIONAL AND WILL BE ' �„5t (oL'9)p9 a � HO," �� y6 " j''• �► ('j0a)r1. 'qv.�£NNI� - J -o�
REFLECTED ON THE ACTIVE SITE MAP •� 09' tM • is .\ n 3 •9..n33 c - - a
9. CONCRETE WASHOUT AREA WILL BE DETERMINED IN THE ' '� +tp 9t' gto voN3o , o9's�H oi�nW H I o O
FIELD.THE CONCRETE WASHOUT NEEDS TO BE INSTALLED ' IC' N1•- nT13
PRIOR TO PLACING ANY CONCRETE ON THE SITE. •n31' - 61 3nN`Ho110 [ tt -
ADEQUATE SIGNAGE SHALL BE PLACED ON SITE TO i,—, 0c9)(1 gN01H 9a* 6 ® „ 3
IDENTIFY THE LOCATION OF THE CONCRETE WASHOUT.
10. ONCE CURB&GUTTER AND ROADS HAVE BEEN INSTALLED, 3 9yg5t 11 +Z<<t I
£6 �' 6Co'gl •
TERIM STABILIZATION EFFORTS WILL BE TAKEN. a3^N 3w - O ' �£ �. !s® y.•np1 ,
SEED/MULCH,VEGETATED BUFFER STRIPS OR OTHER .t
n3�3 a1 (oty)Lts n313��
COMPARABLE STABILIZATION EFFORT WILL BE ' WWI mamaw y 5 . f .-.�°' - , oeea �H gano 11 .oa)°Zt Lrttyevt 9 oc ` _ ' V /
IMPLEMENTED ON DEVELOPED LOTS UNTIL VERTICAL £C�10 H' £a' td tN N 5i qd \" / g
' c 9L ro t9'v t z N "J Q
CONSTRUCTION BEGINS. ' — . ' 6£ 1r+6'as
'
11. ONCE DRAINAGE EASEMENTS ARE STABILIZE/LANDSCAPED, ,' , gt — V
OR IF THEY HAD BEEN DURING LAND DEVELOPMENT, " ,
RECOMMEND INSTALLING SILT FENCE ALONG SWALE LINE t p00gt till
�3 of
OF REAR DRAINING LOTS.REFER TO ACTIVE SITE MAP FOR 5/ 4:1) . •Lr0 �N\ I P •n s 4)oa'a'HO+H gano � � � : �•0+z do s Yz£° °°+\ H ch
CURRENT SITE CONDITIONS 13 0°° , y)99 N1 ' g)y1'9.9+9 ,0 y6 60d0 N
n3 'OC !S 9l S' BZ 90' IC9
12. LAND DEVELOPMENT BMPS WILL REMAIN IN PLACE UNTIL \ 99'9 5 µ\g3 is ga 1 82 ( (tg'y)Zw0•yt 31 ( ,vM y15p„„„...401,_....,,, -.—.—.—.—mwm.. w
dM • d nN1 LZ28+VON' f`A--ir 00.0\AREAS MEET STABILIZATION REQUIREMENTS OR UNTIL NM • i y)zo'S` of 3Na0 gLw M TN\ yEy•,M nN1 oS'9 M gtic10 j
VERTICAL CONSTRUCTION ON LOTS BEGINS. C��g.'/ getY3 0 stir.y)L9'y 9t y+ N\ Zt�,y)q�y 91 d�ttt 1NOd 110 i
13. VEHICLE TRACKING DURING HOME CONSTRUCTION MAY (609)0 q•+yoN J ��' ' "- , ,3• y0 I „i C°L dtq�.yl eLgn3 3n°? (g dWo Q
LIMIT AS FCONSIST OF AN ACCESS POINT EW ACCESS POINTS SITH STREET POSSIBLE PAVED PING. 11 ` I P tL••.'• q. ' t .013 vl - 8 (q0g)p6 14 N1N3Ziv Oz H
ROADWAY PARKING IS RECOMMENDED.MEASURES WILL BE nN1 9a9:qy+S n\vs o �vM Z O
MAINTAINED AND MONITORED REGULARLY FOR ` / pO+L I P t)9a".n513 of ,vM1 -.133 o a sl !s pp05 _O
EFFECTIVENESS. `�c�� �__ �k °t N LAN\1321 Li.VM"3211W II v !S°C°St !$CD
g6
14. ADDITIONAL GOOD HOUSEKEEPING PRACTICES(PORTABLE t£ q£'9sa ypN3° P ' !s taz ®
TOILETS,DUMPSTERS)WILL BE IMPLEMENTED ` r<kvo 041► y'" nw $
9a' N1 ill i, L(b M (B 0' U
THROUGHOUT CONSTRUCTION AND WILL BE REFLECTED fir. , CzLy),y)g6'y't Al aG 9ty)pass.N\'ngt nNl O ~ Z N
ON THE ACTIVE SITE MAP. 3o,�n0 >5 q (9L 00 Si „to (6£'S) 0 09•01 6 .0-0 °�s, vn (n —
ovs- ;3a\p Ol ii O9'9' OL d 1 $ yl 6' ano 53j t m W
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SWEEPING of°�Wpad t ® g•'n3 galq (es'S) n313 I P yno �" o\H g \ i 0 Z
a2\W mad a00 g'9) µ01H ££. p1 131 1 9 tqy)q9y V'"1 nNt m 4t.6 n3�� g 1N1pd H ' W� y �,i Q O Z
AND CLEAN UP OF ALL PAVED AREAS SURROUNDING THE o35pd° 03gr 1 (£ d al N s
PROJECT AS NEEDED WHEN SEDIMENT AND OTHER tvw`*n vot R£01 ) I a£ 06'' voN30 ((ZLy) 91 31 gy NOd \ 9an A p 0
CCH
MATERIALS ARE TRACKED OR DISCHARGED ONTO THEM. "s 1 _— o j,;j ao v)00'9` �" W Q
18. STABILIZATION PRACTICES ARE EXPECTED TO OCCUR AT ' n�3 6+'9_ Hnl ( Op9` n3� J 0 0 W
ALL DISTURBED AREAS WITHIN THE LIMITS OF _ r• �,yn�n la Nroa L N�lo1, 4<< N�3g Ia�N\ l£Zs}of }et y 0 ~ I >
g9 µl Hal\° �3
CONSTRUCTION AND WILL BE REFLECTED ON THE ACTIVE �Ogt I (tyy) 3 1�Hy9M Ho11° ' hats "" O p
SITE MAP.WHERE APPLICABLE,A VEGETATIVE COVER WITH I
e)qa9 M 9an I ' pp0�t W p
A DENSITY OF AT LEAST 85%SHALL BE ESTABLISHED. s ZgySt 7 I P (6V 131+t ry1 > W
,nN, I t3n9\°.VON _S m nN\ f'p[05t 00 Y
REFER TO LD-1 FOR THE GENERAL LANDSCAPE PLAN. [z ' 78 E S}b>'Sn313 os '4IA' H1W' t a ' of Q
2C!
is zE0 S' 3t+isavie >y o tip:,°t 8 Z®t t 31 11
° 4C 1b 00 -41.5
1111
PLANNED BMP LEGEND © \ap �'/ '�I P61S)°Eos�"j9`Z �� � � 3�
' ' [ ' (g£S T.
yt 09� nd rqM ' n m O
PERMITTED AREA/ 3 / oo.y= nN1 1s'9£+6 nvs ' �� // y)6s'►`3 of £ ino nN ng13 0 LU
r nNt I 0s) 1N10 4LS G t,
LIMITS OF DISTURBANCE 4'N1 11° 1 ' ,r'` sad\apz 9£'y �\ nN\• •
G ova Sa0•yls • �N of n31 £)Ly N\ e' w
NOTE:SCALES SHOWN j '/ dWo ct 31 ' (q(,3-,. _t qyt n' 6 o�v5ivis OP"
t�cG�tp�S9'' 61.)qb " ay�(6�0y V)aw;at 31 9tZ N S9 1H .• z Q
SILT FENCE OR COMPARABLE ARE FOR 11'X17" 15 tl °g dw 89�yn313tita \`P"„3.Nrod µ 16 oy v' ►� Z w
• IP INLET PROTECTION SHEETS,ADJUST ✓ _ ao't n a Iw 131N+t tl1s I IP J� W ¢ ~ N
ACCORDINGLY FOR 3 + �.q. n m 6g91roSAVl 1,0 .\ o
® PROJECT OUTFALL OTHER SIZES. ty7i 6. n31.vL 8I(6s'a) d NOM 9a it
3na0 g)os'a" 9an0n� iy t "^?r- °°*L w N
z1.g)0 o.yy+5 1NW �(Z9 10d µ°M 3-' „+8 ..- a rn a
SURFACE FLOW DIRECTION Q �QQ 200 3n�ao+op'vls / I ° tN _ L IP PROJ#: 08-2024
Op°� v- 1 1£'I ,o ty. ^\� ,n3�3 DATE: 09/30/2024
S...,' STREET SWEEPING T.
i 3 `r a, �. -- 3� i ,' ,7 0/ ..r,', •'"'r afi 9g9 iH gana DESIGN ENG: KV
_ .1.n ir
y "TS Y+90 - y 89y .M nN Ic4,t y '(y d 1 CHECKED BY: LO
(b°' 8£y9•y•"1 Bli - - � k 10y aL'i g1 9Z 0. v- N10
1 INCH = 100 FEET 0,- x as�1 , ,___3eois Y,e° : t . y)am- d -
EC-1

o
GENERAL EROSION&SEDIMENT CONTROL NOTES: a dv,�� Mp �,° n °D'y e'dL' 6 cai
a �' ^axti?�ti� £o s •♦yx6.��.as �a
1. REFER TO CONSTRUCTION PLANS FOR FULL I ti*d' 69 ° °y°` `a' ` \ \ ARE SCALES SHOWN Z J
`,N 06`\+k so"�'' j5 0 ♦r'4* �� "+l� °•b°�,•1d j5 4t \ ARE FOR 11 JUST C9 O
CONSTRUCTION DETAILS INCLUDING BENCHMARK. p 5� t -- c' p SHEETS,ADJUST w
+u •
t 5�'� 5t ,�' `� ACCORDINGLY FOR
2. SEQUENCING OF THE PROJECT WILL BE DETERMINED 0405 �6 av`° �a` r� \ \ OTHER SIZES.
DURING CONSTRUCTION AND UPDATES CAN BE OBTAINED \ m " 0 \ °m-A- �P . ` `�
FROM THE CONSTRUCTION MANAGER. $ 8 i, vac♦P'°y t m�O�4� �'rpN� 1 00 200
3. BMP'S SHOWN ARE PLANNED OR TYPICAL ONLY, o -- 5°�,y�xb� L-�-)1'�'• t m s�4,, �\ _
INSPECTOR WILL BE REQUIRED TO UPDATE ACTIVE MAPS 1.1 , ti°l o`'�°�' k , ,°"t,S,a, a� p09'6 14°.1d°v•
FOR ACTUAL CONDITIONS.REFER TO LC-1 AND LC-2 FOR g4q ¢ ' • n3>` ,1,-- qt .'pay \ \ M
INDIVIDUAL LOT CONTROL DETAILS.TYPE'A'LOTS SHOWN ♦�'�° ^ ® i' !/ Sr°`i�\ �Z • vyt•,gyp°•.s ® 1 INCH = 100 FEET
WITH BACK OF LOT CONTROLS MARK THE PROJECT °°�'61*° vti,v" b♦ 'y �� 3" °ate,�N`��**' \ \ Z J
BOUNDARY. L*d r 9' / ' °l°rrp°s o z_
4. UPLAND WETLAND BUFFERS WILL BE IDENTIFIED AND 1> '4t �C° 4,,,,:, \ o
PROTECTED TO PREVENT ENCROACHMENT DURING SITE �. i5 ^ t t y� n \ \ p
CLEARING.ALL UPLAND BUFFERS ARE TO REMAIN NATURAL / '3 ` t y bt yc�,•�
AND UNDISTURBED. qt n\°S° ` S3 1 tl� °® ♦� 0
5. CONSTRUCTION
N AND DISTURBANCE
CE OF THE
UCT ON AND WILL
AZD ryb,� 1,�y\°' oe °°°��c yi;t,t, tgl 'cP° `� \ OUTFACE 2: DETENTION POND TO
BE 6� '6 ♦ ♦ °� ���°� °�� \ UNNAMED TRIBUTARY OF
LOTS WITHIN THE PERMITTED AREA.ANY UNEXPECTED ty° ✓ O �p��a1 °� " / S.
.1•�yt 1 '� a,.DISTURBANCE OUTSIDE THE PERMITTED AREA WILL yl ` ♦i`p °� / °tit•tl °'1'" .. \ PASQUOTANK RIVER
REQUIRE STABILIZATION EFFORTS AND POSSIBLE t y\o.nj^,' Z j •�� t�y�b .°* ��o• \ \ \ oMODIFICATION TO THE PERMIT. q♦vv'? ♦ ,,' G ) ♦ oy e. ° a CAT' 36.277783 N w o6. ADDITIONAL BMPS MAY BE REQUIRED PER THE DETAILS OR 9ST�"ate\P :l )1
�k/ ' vl°rr' °a�ys `°r �, 6t bp°�y`'�*� \ LONG: 76.191581 W aNARRATIVE.ADDITIONAL BMP INSTALLATION AND a��/ �� �o"°�� y.5r�, d , w ® r \\ rnMAINTENANCE SPECIFICATION SHEETS ARE ATTACHED TO *. ' / 6�l °dpr� ° ,' ,�gypatri o
KO
THECBMPPNARRATIVE. � °♦`"V'S`' 'SG ' ♦'40 \ �Q Y� ♦.t°ex\, ,40 S $ tl\4t,# z7. SILT FENCE IS DEPICTED IN THE PLANNED BMP SHEETS 3`' f0 49, Q` c% '' \ ' - �P ,.e'C,.�yS � ps� yid y s ` \ ` \ \ o
PROTECTION FOR TER FOR AREAS ADJACENTLS,LOT ONTROLS,AND
TO AND UPGRADIENT °♦ e d8+`' C 9°°y �' � ` �' t" dy yt `11°� t ��v °'` CI
y x s pr i °r \
FROM SENSITIVE LOCATIONS.REINFORCED OR �� w q°l�' �0 sx�C'dd '� `�� 5' �,• t`� 1' 5,Z� �'��1 \ 9tP a o
DOUBLE-ROW SILT FENCE,FILTRATION BARRIER FENCE OR • r�a1 1 SS���" �I♦ yc* ',a ® lea °m e��° bt l�G\ J 00
OTHER COMPARABLE BMPS ARE ACCEPTABLE AND WILL BE ���° t r0•4•6 $ r,♦�� ♦ °' °°o°° °� \ ' �-' D C o
REFLECTED ON THE ACTIVE SITE MAP. % °r ,�� ;p rl•r� r °� ♦ �� dy l6��t 1\ q y m,_w N
8. TURBIDITY BARRIERS ARE RECOMMENDED AT STORM r p ♦ oy ♦•t.n0 154 °rl°+r m ,t \\ t lit t• Y�x°`'�a`� ll M\ 2 a w N
°�,, .` r ,gyp t\p 4 4 ° <°o\ q05 l°e! jO�d o F\ Z r o--
DRAIN END SECTIONS ONCE STORMWATER MANAGEMENT y�r�rl'+ ��°,' s�dyss cA!,�✓' r1 6 rti° 0 yam' m.� •. \ \ W=Z a_
L,0.3 a .° •x\ dy,, °l `°l °y is O l \
FACILITY IS IN PLACE AND OPERATIONAL AND WILL BE • i 9 �'yI
REFLECTED ON THE ACTIVE SITE MAP l6t'Ll %PAN �ti9 i l °#.>° ° a yt \� d \�9 � \ \ \ o a
9. CONCRETE WASHOUT AREA WILL BE DETERMINED IN THE t °� > 5� y�' bt y�\ o
FIELD.THE CONCRETE WASHOUT NEEDS TO BE INSTALLED s` 35 Q �� , \ a
PRIOR TO PLACING ANY CONCRETE ON THE SITE. / ` :004.10,0
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ADEQUATE SIGNAGE SHALL BE PLACED ON SITE TO ® ♦y P` 0-
IDENTIFY THE LOCATION OF THE CONCRETE WASHOUT. L nd\ v. ��rob}t�r \ .
10. ONCE CURB&GUTTER AND ROADS HAVE BEEN INSTALLED, owl --') .10,..\P r gip. �♦.(�joy , a �a\ so.
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INLET PROTECTIONS WILL NEED TO BE INSTALLED AND m'�\°:d1 S 00° ' °!Al' • �5 5 5 \ (--- 1,,,
INTERIM STABILIZATION EFFORTS WILL BE TAKEN. o°op0�v�°x`ytd pea, ' ♦ Y' 4,y°,•t`'�•dLs 0 \ \-
SEED/MULCH,VEGETATED BUFFER STRIPS OR OTHER °p°�St o1,^� `rv�pt t1\'cP%y `'`W s\�, r \ *' et \ E C o
COMPARABLE STABILIZATION EFFORT WILL BE �� ',T co' e o°.• 1`'dtt•S ,��r� „ .0..1..��,�. fir,�© '‘`.'N. \ \ [ ' E
IMPLEMENTED ON DEVELOPED LOTS UNTIL VERTICAL �m ♦�;\°1 P 69 p�� > 1l N` d Z ♦D \ V / 2
CONSTRUCTION BEGINS. 6°aPr '� tag �.ty�y'P�tc ♦ °°' `0°y°tv�'r��aP�= ti5e \ \11. ONCE DRAINAGE EASEMENTS ARE STABILIZE/LANDSCAPED, �``41at:°0°°t��° ti °e Vos � yqt °)sa°,A`� \\..°� Syro��'` •r?�� \ wOR IF THEY HAD BEEN DURING LAND DEVELOPMENT, 4a" I All 01erl,� p' tt tt sa yd`°a y ,y�°�t\'go` \
RECOMMEND INSTALLING SILT FENCE ALONG SWALE LINE ¶ gel tt` ' •, . 11s a 66 ` 35 ® °° 4•tiv S `?°-`i • \
OF REAR DRAINING LOTS.REFER TO ACTIVE SITE MAP FOR 61 .: 11 .. o fi O • t4i),51 °'fl•' '8. \ \ I- m
CURRENT SITE CONDITIONS .61.
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12. LAND DEVELOPMENT BMPS WILL REMAIN IN PLACE UNTIL .0. I I j5 6 `sga�°♦y x�� +� , ,ytO�a��1r W Q
AREAS MEET STABILIZATION REQUIREMENTS OR UNTIL t'''t\'�°' °�(,� °•°°s 1 , l q�, 4 ,ym oil _
VERTICAL CONSTRUCTION ON LOTS BEGINS. a�IN
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13. VEHICLE TRACKING DURING HOME CONSTRUCTION MAY o , ��\`Let.
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CONSIST OF AN ACCESS POINT WITH STREET SWEEPING. 0 6t \
LIMIT AS FEW ACCESS POINTS AS POSSIBLE.PAVED r�\ �t PP
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ROADWAY PARKING IS RECOMMENDED.MEASURES WILL BE a0y° t•5t a� tt• S ® ♦'boy 1•o��5°� \\ Z O
MAINTAINED AND MONITORED REGULARLY FOR
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EFFECTIVENESS. tkc,` . o°•\a° 850 r y,°�•,• y gc'1e♦y^•.6 "4 - at` m,3• \\ 0
14. ADDITIONAL GOOD HOUSEKEEPING PRACTICES(PORTABLE \. m •a �I 3' ©tool°0 e� ` a°�Syv 1�ap�J• ✓ ���r•N�°� s \
TOILETS,DUMPSTERS)WILL BE IMPLEMENTED l�'�°er a+'' 1 ,," c�° ° yS`x�` S • \ \ U
THROUGHOUT CONSTRUCTION AND WILL BE REFLECTED •
9'et o°a w```� �S 's \ c
ON THE ACTIVE SITE MAP. ♦'°,'' is 59 •c,,1' O Qt /Z l°,:0 • \ \ 0 (q Z cV
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SWEEPING 'n.�` \ ,•��y U' l po'°Zp\� 09 ;5�pt s�` �.°' 1 Z
AND CLEAN UP OF ALL PAVED AREAS SURROUNDING THE ,.\-, t t a:4.1% ys` o Lee°x' 0.0t r i0 6 a��' \ , 1 = U 0
PROJECT AS NEEDED WHEN SEDIMENT AND OTHER C�^ �•09 l�-5) y��`^�S .. �5 b a\� p 1 J H (n
MATERIALS ARE TRACKED OR DISCHARGED ONTO THEM. y bty5t fi a► 0°l�°q 44° i�s`t° n,3 C� yaoa °\ �� --�.. v�cP®N°+fsy P „ \ \ W U O_ W
16. STABILIZATION PRACTICES ARE EXPECTED TO OCCUR AT o ' t
ALL DISTURBED AREAS WITHIN THE LIMITS OF ll `'°yam v��``oa ��°oe°t 6x�� \t .ne` N N \ O I-
CONSTRUCTION AND WILL BE REFLECTED ON THE ACTIVE a ♦ y\o • �„ �- � •pS o �\�°� 1°`'v f Oaf .`'% - '. \ 0 Q Q'
SITE MAP.WHERE APPLICABLE,A VEGETATIVE COVER WITH N. t-1,�p\\ �� titi°e`�°y ,. ogv'°A. ♦'S° $ AI
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A DENSITY OF AT LEAST 85%SHALL BE ESTABLISHED. yeti y� e0.1 s'40 g AAA \ Y
REFER TO LD-1 FOR THE GENERAL LANDSCAPE PLAN. Itl\
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PLANNED BMP LEGEND 4 - �t �� +s°� �,''� y�'�°9ti °�� � �t °° vs�-. °' '��� DETENTION \
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LIMITS OF DISTURBANCE ' y. �xj, a cP r d ,C • �\ tL �
SILT FENCE OR COMPARABLE •%a' ��0,* °yt.50.30 yl�i[��a\°')d - ♦' ^• �x�� yA� h°�°O ,, , oc,
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CURB INLET
1 . If needed, Tree Protection fencing should be installed along the buffer zone, wetland boundary and/or around V '1
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protected trees, providing a radius of at least 1 .25 feet for each inch of trunk diameter. -�Q
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FLOW DIRECTION < builders, each lot should have individual Silt Fences.
3. Install required Silt Fence within 10 feet of property line to ensure there is no conflict with septic system. It is the Q
SILT FENCE responsibility of the builder to ensure the installation of sediment control measures does not impact the septic o
SILT FENCE OUTLET system and repair area(s).
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CONSTRUCTION ENTRANCE •;•;• ;•;•;• 4. At least one Construction Entrance/Exit is to be installed per lot. w
CURB INLET 5. Waste bins and other areas dedicated for managing building material waste shall be at least 50 feet away from Q Z LU
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sheets. Erosion and sediment control details are not drawn to scale.
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EFFECTIVE DATE:11/12/2020 PROJ#: 08-2024
DATE: 09/30/2024
DESIGN ENG: KV
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ACCORDINGLY FOR REMOVE INLET PROTECTIONS AS NECESSARY PRIOR TO 4,�� '` '�' ` '�° . / • a CO a
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OTHER SIZES. LARGE RAIN EVENTS THAT MAY EXCEED THE NORMAL a y ?y d e¢ 4°0 '� }�' PROJ#: 08-2024
0 150 300 CAPACITY OF THE INLET PROTECTION TO PREVENT ,B,`q `c" y S°` t l�� ,r i 4 ® 4. ' DATE: 09/30/2024
FLOODING AND POTENTIAL PROPERTY DAMAGE. J \ r. /` 0 0 'v.R0 DESIGN ENG: KV
3. REFERENCE THE SITE INSPECTION REPORTS FOR EXACT 4'¢Q '.�y.8d H� 8 y CHECKED BY: LO
MAINTENANCE,REPAIR,AND REPLACEMENT DATES. „rs„ b< 1.. k� \ 4sy,,,, y`
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