NCC233035_Site Plan or Location Map_20231010

BOOK 59 PAGE 29 �>
133RS p 1111
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JOYCW.PRNCHARD,PesqsnkCount,NC
OF SOLUTIONS FROM THE Gf<OUND UP
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VICINITY MAP CITY OF ELIZABETH CITY PASQUOTANK COUNTY, NORTH CAROLINA
II
N - jil - - - - OYsal C ITWY TH TK S ETS AS 0E 0710 III
Q I ISCer r HIOr YS DISTRICT
STREETS AS CERTrIC 1KALON
Wrn IA.W A•,w3 8 L-�.w• ARC/ARGJMC CW TINT�Y 1H DE Cf i/741PM TA T�Pils Of 1M
© o-!}4�-iS
SITE OATA ® m rm ® m m ®I O 0 m 0 m ® slte(T DOE OATT
I. OS14R/D(1gpER: a
o x.,r.A.A,.A.,II ANIIWrA.AII*A„r.rr.tA•r-r•'I.•rxwr FINAL PLAT
3N1►N ` at+Pr
301 3.ROAD ST. k''
(2S2) 33 a3.2 NC 77107 "mom PRO HAw
(T52)3.93-AS20 1 ® CERTWICATE a OM4RS/RP ANO OlOIGtf-0H OF
3 TAx Wr P123-411 1wr a 1141EUY(£11IVY THAI I AM 1HIE OWlLR LI THE PROPERTY DCSCAGEO r
Pal ?3ets17aea I Ar nOr ,Ir A' ®r *III QD 0 m ® O 1 HEREON.WH10/rROPCATT Is LOCATTD MT1M M 5111lCSSLHIOM RE0.lAIlON A 13LICT10N TOOLEY
p s AIAMI 'I Of ELIZABETH 01Y,THAT I SWAY TRECLY ADOPT MS PLAN Of SU�MSWN AND
tares 7�IiRT�Y71s:old:R-ls m 0 0 M ® '4. �, r o(aGLTC Ti)MAC UM ALL AMA SHOW CM MS PLAT AS STREETS.ALLEYS,YY1HS.
6 yN a, u r m ar r ...�. 1 IAr r G '(� PARKS.OPEN SPACE,MO CAStXJ1T5.EIC5PT THOSE SPECIFICALLY PBCATW AS PhVATC,
3. TOTAL TRACT: 54.15 AC G 1Arr *MI h MO THAT 1*ILL YANIAN All,a,a,AREAS WR TIC Of1ER or DCDCA„W 13 HARBOR
MCA 10 ICsU■CILAO(D: 511s AC y Q K.
R ® 0 ACCEPTS')07 ME APPROPRIATE PUSUC AU/HWY. ALL PROPERTY 910YN ON THS PLAT mQ lawn Nlrr j Itwr m AS DEp0ATIO!Ot A PUSUC USE SHALL OE DRIED TOME OCOICATZO TON ANY OTHER
MCA DEOGIRO TO I0011•07-■AY: P 70 1C 11 K!'r NUN 0 0 m 'a'W r Y� PVKXC USE NJTIIORIZW BY LAW MIDIU LS
I SUCH OTHER USE IS TROO II THE OTY
c,oi STA«AMA 5-/2 AC 1 1ICS Garr ® ® CIDAOwr ANAN I, 0 CptllTpl OL',;f TY Of CU7/JCM Pn'N 11C►Ul1C NT[� PHASE 1
POD1- A.5•AC IUP r rAr r 1Rr r .aW,. L[/.14,A�a..'V. _ S
OPEN SP/lY - 133 AC KAI
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tit �r ' I, ►Hill W NMR4OT YML.VtR____---_ OAR
TV
Tµ TA UAIr1AA,.RAw w''' A• •rr CITY OE ELIZABETH CITY
I. MM 0,1150(S OP 30'A1O COMIER 40C YAM)SET■K7(S OT 20'ARE
ESTAal7Sim eY M arKxM Tx m4RrloNa AIo RESWaCT1pNf AAO ""'•r u1r 144
tio�� PASQUOTANK COUNTY
ETLELD M OTY REU.A1TIONS rigillart
EUZNIEM CITY ODE A30 MONI SEIlAOAS ARE fat PIryYATIa/A1 'i,.� e ,®r fNdtIH CMOUTA PASWO7AJK COWRY NORTH CAROIINA
Kora S O 7 IRO 701E WIMLD■M M CLZAeCM city RAMMIO I i /`ooARR,ENT MOO TO 4if1r3 , .LAP 1, MLil4SG �l�(��� .� IfNEf Off1CfR OP PASaJOtAMt COINTY
0. d1AANAQ CAZI4Hri AK AS fOlO•S lVaLtl OMCRW,fa HORO 0 ® CERTVY THAT M YAP(R PLAT 10 MA01 1»S QATWICAIION IS AAT440 1AIEri ALL
le ALONG ULO/3TLK Cr All NT[7Mµ PROPUITY HIES 11;"Atilli.-r Atr 1A a' STATUTORY WOW TS TOR MCON10e40.
20'ALa10 ALL Tg1T-Of-WAY ' Orr I ® �'A4.w -, 3 0 _3IE1I IQ
IS'ALCM RCM P1Ra(11 TY LOWS 0 Rr 0 0 Ay 11irr -_
. IS'10 UL AL44 UCH sot a'PROPEl11y LNES
A1d/0 YA3(R MAAIAM WOl M(AS swum] 1 �r atA1 Yr �. �_ REYEW
t. WALLLST OVERALL LOT - 11003 Sr , ® �
nwr
7. LRCM f00IAQ Or PROPOSED STIEETS; A1wr "Mg�I C(RTr1CArz Of IaUL APPROYµ
0000ASAILOR'S WAY 1,7N.12 If 1 rAs P
11�N SAY 1M.J3 U I HEREIY CLRIYY THAT spears,taunts AAO 011t71 RRROKYENTS HARK MFN
1,2A5.01 if
001PA NSTµ1LD W M ACCEPTABLE VARIER MO ACC171OM0 10 M OTY fK[l1GATI0YS IN
SMMNO:A STLE! 2.72eL�NJ LL M A/1Exx eoN DENCTW HEREON O1 THAT A PERfOIAMCE OEM)OR OTHER SUMOIERT
roTYSAA OIL/ 7,317.)A U ® SURETY N M AMOUNT Of 1NS91h ILAS e�N POS1E0 WM EUZARETH WY TO KEY PLAN: .
7.2 lL7T AMP ASet1K COLMLitWH Of KOU71L�3-7�01(11[NTf MI TALLY HARBOR PHASES 1 t 2.
S. A 20'EU2AKM OTY UIUIY EA5C11DNT fat CIiC MG.GAL THE SLIS0111904 OCDICTL0 HEREON HAS WIN 13RAN1E0/NW APPROVAL PLIMUMT TO 2 1IWU I I i. I 4 '
T[10410E,MO CARLE IS HERESY 0[DCJ,TCD µ0N0 All STREET OTUTLS C[RMCATE THE EU2ARETH OTT IMMO 0EVE OS4A 0110NA CE SMUT 10 III l4NO RECOI000 N
(*OITACCS. A 10'(02AKM Ott UTUTY EAZKMI is HEIEIrr I1E pp 11tttt Of TER a 0E(OS MTW Sixty DAYS 0r THE DATE MOW. w1:'x-r r1 �c ,
OtdCATED µ010 ALL PROPERTY HIES. I WARY 0057W7 MAT M,WATER MC SEVER RMIROKIERITI ^ J ' _^_ �', II.A
RIW RYSEE RTIT H N M ACC:WATER
YANNCR ANON rQ'P O �_____ 'e����M `3 t__
P. TOTAL MAWR Or LOTS. 14♦ MEN SPACE ACCOIONKE VIM M REOURPCNTS Or M EU2AK1H CITY K J
ATE
UNITED IXL(lOPt411i OIRDWNATNGY. 5 ¶„;N 41 RE 7(lQI
10. MS 910 IS LOCATED Al lIAW IOW'll't'Y SHADED" ___ -
&com 10 10 MIA 11000 MAP 3/2 014 2303J,PAWL W123J SIGNATURE Of AUT110112L0 ADLNT OAR U11TlY1CATE a PURPOSE O PUT ••,,'4,',-.Q,I' -
DAAL PEN SOMA
a 200I„ 1.
II. TOTAL.OPEN S*ALY R[W/1[12. COSTLY �T TI'S 9 5 PLS L- xp - 8 9 ,
el 13.2(3■EDT70016)• 307.20 x NOS./ •33,454.01 Sr(0.77 AC) C(71TYY THAT M SWAY CREATES A 9AOLt4a/Of LMID
MT1N M AMA Of A COUNTY OR liuNKWALTY THAT HAS
--- - -- AN C ROMANCE THAT REGULATES►RECESS Or HAND;
CRT 9rz(PLR SPACE DE01UR0(P)1-I1 NOW PAST a IS)21.P ACES ADDRESS TABLE
17. DCTTNTICN PAWS TO DE AUATCO AS 2011A5T130■Y HC.00HI LOT STREET NUMBER LOT STREET HU49EA LOT STREET NUMBER LOT STREET NuusER LOT STREET NUMBER CCRInCATt Or SURREY AH0 ACCURACY
13.ORANAQ/VOUIY EA$241415 SHALL WYAN TREE Of 41KIAHTIAL I toe I12701 MT 3/ 301 4Afwl5 MOW Al 321 pwommus smut 40/Yn4VQA IML, 11 If/MI44 011E I. 1 ,.ZUlll�1 �. C[R NY THAT MS PLAT WAS MAIM - -^
STRUCTURESTHMT E NUM MO T NUM TO 'MCC"OR LA7DSCAPMO 1 117 1a>m1 MT TOT v.0.11!Mt AA ri I14ar1 MY M 34 AaM IY
, IK 11 Ito Was ORK LA0 11Y SUPERYS1ON TROY AN-AC TVA.9RR1f Y WOO I.N0ER III Ptoled I: 040317
N ME CA5(YCNI fOLLOWWIO ACCESS 10 lAOUT[S BY M cm co UTUTYUPERYSTON(DU0 DESOOPOOH RDCOR0(O N■00(-Pig PACE
H7/eil+AOl I1,W2t „ Im�►taN Mr " 70'1 MAWS Mr 'AlIo1 IIPIWM1MQ 1WILC1 Y 101 COW MA Drawing Y: 010317 FINAL
• CCNrMY SHAM■C AT M ESPENSE Cf M OWNER 3 a „ Im Wit Mr 4 3m SA1017 MY 11 a adz . (OMR1 MAl 111E aOIWAMI HOT SURKKO ARIL(7.cAlir
101 NMI M, 311 swim VIK 11 ISO alxOA 7n[ 1pf.1 • AS aUW MU NRODSC0H MUM)U DOOR _ q" rAr: Dr1YLn: RWB
/ 11. NO MOW MM P300 SOJME PUT Cr My LOT SHALL K 1 III MMIAUDL 11g2T 27 104 MUM MT H 311 WMAMER IRIQT U 30W I4AIY1 MY Y Id d)13A 01K DIC • MAT M RA110 0/►M000H AS M)IN ATED IS If 10>'RE'7A; `(,eked; ((DI-I
COVERED 1Y STRUCTURES MO YiRRY015 MATOSIRS.NO NOL40'MOI/ TUT MS PLAT IIAI MCPAaED N ACCORDANCE WIRE 01.47-30 AS
LOT 0■501/OCKLORR SHALL K ALLOWED TO ILL N,µHER,OR PPE MY I ,W IIMIMITI Mal, „ Id 1a2L1 MY SO III R Emu N 307 WMCR1 MT Y IN GENOA MA µ4N0(D. M1MS5 YY')TONµ 90NAT■E,R(OSTH 0.11 11 AM Approved. ETH
LKOCTAT*(PRACTICES(420/AS S1A11S)small(H T14 MPROS(O PUNS I III fe11M2R 1021 2/ 107 SIA,IAA WA 51 330 4+M14R Itdl, 70 301 LMOICI MY 00 IN dVOA ORM SEAL D as_LTM_Om Cl' _AM.-A0, 2011 Date: 4110/2015
AS PMT 0f DC STCYWATCR UANALiHa11 SKTEY 9MOU1 SUWMITMO I IRE ilma.m I Ida, 30 103 11Ar11A OEM Y 111 IONWA A 15521 71 303 MAORI MT 11 tali 011104 MA Sheol W. 1110
A RENSIOT 10 THE POUT AIO RECCeLW10 APPROVAL mu TIC dLf9dl ' 1 Hsi 11NrrDR ItRI2, 31 103 ftAYL1l DIM U Ad SMW14R IMII 20o IrA,SA4 OIaK /2 ILO QER p11t 11111Htl HII,,,IT SCAM N.T.S.
At SiQRII■AtU PDYT/ Sl'l011717 7, a .1 ,,, CAR ,,,
/ 11}et<AADr 1HR1 III t11K/l MA Y Ad IaMMWY MET )01 1AA01'1 MY 101 WAN MY Y> D
S.S. 1/2'RE-WARN St AT All.PROPERTY LORN4RS. ro lei WeNAaol leWY1 >t a Y AOl 11,eAMWR ITIQ, 73 3os IXWA MK S3 200 Y2AN MY </ •• REVISIONS:
20 114Y41t TRAIT �``, i'F,SSfn, 7+L NUM. DATE DESCRIPTION
TI. 04 H04 O1SC1t5 As30C1ATla1 fill ow T4 OP01 SPACE A140 15 II III P4IA 1TRIY1 73 IN HARMS OR1( Y 101 a►eRMEW IR[[� 307 T[NW LIOK N 200 Ola MK -'�F
ei KlafsRE fat M YANRTIAMZ Or 111E S10RYYARR 5ACY1M5 AND I7 III 4e4t101 1■Ltl 3• Iw 17*3W,DIRE 1r 1A17 4W1N,G1 11WCE1 2I 301 a14A 611E 722 Y331N M+ SEAL ° ---
W
STORYtARR POO OPEN SPACE AREA 17 HA t/7etAI011RR1 >s 1m S7lrtAL ORK Y Im WNNN.NLR IreEEI „ f41 aI,OA DNA n 103$l M5.L U,K
a L-2690 SHEETTRLE:
11 III//WaIA1Q 17IR(1 301�WW4I IIQI Y 101 WAM44A 1}t■ir 101 b10A TAW 2m 9)44 01K
•
All.HEN SPACE IS TO ROANSCOA N DE OI►1ER044 a a 77 a p,�' COVER SHEET
Cr M HN0 0444R1 ASSO0ATa1 AA) M 11 III p4441,01 mot Im STA11i 0RL( N II)1NWxU Iigl, 3)1 72 SAY Y 201 S'AYMR.(*55 \t
Y UIT(xNICL U M STORMW11TD1 7* TES IS M 11 21x1 WAMAIO71 AtaQ/l 37 300 9 11.13 SIMI 107 WK4KA(*1501 11 302 W21W MY OE P 100 Loa'MY , ,, :
RtsPaNsoLNTr Of 1i(MJ/LOr4W5 A5547ATo,+ 17 202 sNNa.m*IRR 31 )01 vellb5l 11=1 LI _DT DDTOA DAIS 71 2DI TAMS MY of rl' 101 MAWS MT / „fit >1� SHEET NUMBER:
II 104 1PWIWIAIW TWIT 30 )07!*NA4A 11RLLt I) ,e1"ATV'''.TRK M 3011AZa11 SAY 01/R 312 PNe44*17=1 !�// )'`
REM SiISACRS Of 30.CANµ SET1A0(S Cr 50. IS 2d 1P50401 Malt IO 311 PP5N4mt IA=T )O0 m.o.(IAA 11 305 WAN MY 01 0 TM 1141/7aax 15Q1
MO C01N[R SEC TARO SET1AC5S Or 70'AM 20 200"Him"30Q II 313 IO A=10111 I) 302 0041 ORIK 12 703 WRN M+- COWARD 1 11 AH,JR
RisTre19CD BY DC C0 THEE 11CCOODONS AAO II 3031,1M/4R 1RW11 12 313 WWNW011W127 II 304 4(400 TRK 13 Id LOM WIRE PLS. L-2600
RE ZARCTH D AND(YCEC. MR OTY REQAAIIOHS. 01
201A0(M Ott 90(AM)(RENT ONLY
/J (S ARE 73 304 leKMDt fIWl1 I) 211 WaMNE+t IetlEt N 30e OPpA OTIK xi LAMER SAY _ .------ --
fM VOWED
MT tOHµ PC/DO$(S 01LY ATO 10■f t2 701 IP/MAAD1 S�1 u 311 9eMA1aR 171117
1451WO HIM Tit CUZAA(TI OTY PALANNNC
DC/MTYEN!55411 TO KUW('
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BOOK 59......PAGE.3,�..(3� .-•1��1.�
BOOK 59 PAGE 30 1)
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'• Iw CURVE TABLE MI
,�T CVrI\E ICNCM (tADUS TAHCtNt Dtao DELTA e[A/IM0 ■
040 IL41 15100' 625' 12 a N 4'4'12` HyI'20'Y HYMAN''n('C'••'• ai
C41 71.32' 153,p0' 31 34' Pair_2r11'OT__1Y292'D2•Y I
�- ,. N u2 7171' 1.A00' 37.12' 77,1r.,•}•�� ;I. g� "(Ns presented end flied um:IL srv'44ti
f• 03lOIR0181202>5 PM u3 7171' I'Am' J7./2' )2117' 2t01.22',56111'21'Y ROBEY C44 2y21' 15000' 14 33' 21947' 1053.21' 341.44'61'T
d�'�.7,��„arcG,a f C45 21.07' aro' 11,1! 2I141• 4A11'23• s/0-SSrY
© 11nkC. NC C44 15.3r Jam' 57.34' 7S3r )row 533'34'41y SOLUfTUNSF740M7N[i,ROUNDUP
a JOYCE W.PRITCHARD,P44quo w•
047 14.40' Saco 7.25' 14.36' 11'30'2!' 321.33'13Y 150 US Hwy 158 E
C41 5Y11' !GOp' 33,41' 53ar 1r3GH' S63'35'H•1 PO Box 339
C4f ulp ease_ 2L4r 4,7Y {6.4r44L H►1'4!'61'f Canx)an,NC 27021
2 C50 nit' sow 17,31' ut1• 3e'u'l/' N0r21•m'L
` `_ 051 21.0.); 2100' 11.11' 0041' 4e11'23- NI212'34Y•
1252)338.2013
4, OJ2 17111 Kam' 117,b' 16L34' N13'33' IW]3'o1"C [phone] fee
VICINITY MAPC3 342r now 2593' 3131' IOm'00• SOO.3I'4e'• wrrwhymotrcheycorn c-oG
054 2.6 so' &moo' 1425' 2141' 391'31• 14351r30'I
HK css 31.1.1' 2SQ0' 2124' 3164' 1p',tl•Sr ser4YtOtir
'cs1 51.23' 43103' 2344' 5122' river I431Tr717111 `.,p,nuUryp
« 42.73' 473 m' 21.31' 4L)1' 5 'I4' 1142'lrll•[ ,,`iN CARp/'.,
2 312r 21.CO' 25,00' 15.NV 3ppp'm Se171f12•C •.,
\\ I I I I Ei t / LINE TABLE e
•,` �557 7 C y1r / u[ _EEIICTN o[Alrc WI
H� 141vcw
\ I rrorNtp I O I / Cl 4.37 N3111'13•E
U.B. II,PC.e I U.O. {h P0,1 l2 &is
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- / LA 10r Y
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ll la coOD Ea/sl'lIT
FINAL PLAT
ASBURY DRIVE-R1W VARIES - OF
+ei.\L APPS0fWATC EOCAT04 or E0STN0 1•*ATrJWAN
- _ _ - --1,ry S 4474'12•C $a47 e'12•[ - 1173 N'
11.13' 1025' :.F' In e1' /000' POW' 9000' �► b. TOOLEY
Z�• 10'Mori-iron'IV TSte o CASCNCHI
y 1� - IHpTE:LCE 1:OTE qND
\ j AREA TO R �1Y�' 20 GSO4ENT(°b 11) (Oe 2M►O 2P1) I rp!NOTES AND 1
41 OEDICAT70 r0/. ��, .��•NATO- --6�YY.�II- - -43k 6-0A1u--- - CE-4:water - Q_ B,,a-4eAzn1-0-0 - l P•,�ns HARBOR
$ PMDOT • •
- -
k1,753 Sr 41 J J
10'TAANAC[jU1Ulr EAs7xN1�w� -TA e `� `°"'LCt u. 10��° PHASE 1
H/1' / \ \ 1" T T -r T •'ST'--- SOAK FEET Of SILT U►04 AREA
►.+ w23 a621tw1
CYoealEtai[u:r1rH..nEr �+ // \ \. A'oau�a•iirr O AWAY
I II
I •
D1. 7 s55.r° // \24
\ \� `r7'c ll") I y�I I I a toE OPEN�taa�ir4E'si15�AssooAT Maw n1,n°r11�c"y! CITY OF ELIZABETH CITY
• / l�u�Olq '\ ,\ rt `1 r+I 72 �I !I ,I rJ WARN/ACE Of 114E SICRMIATER rectums Is tw
S, ( SEWN • \�,�\ NO s I u OF WI Pd yI rA4a7 rAwu sr , g FAA
....�"ry°f T C HIWe0,r11R1 C4Jr 5ISN PASQUOTANK COUNTY
Y I �b •;\ I � 81 8 � g, NORTH CAROLINA
;� I 17 \\• \\, I I I I 0►fN SPACE r3 / 1qM SC TRACKS Or 30'.CANAL SE11A005 or 50',
J 1 • I 4 cJu sr \ \ 3ia T I I 1 .20 u / 1 AND o er50CTHc�cow4wTM°`Sn oo aoo+3 AHD
i 1 _ I I I IMTtug PATH 10 st�Cilots AW Cxtt[0 MIL OTT KGU.ATloH1
\ \ gt1ACx Currant OTT 310E AND moo g T1A0CS AAE
\\ (T1P) 1 I I 1 AS9URr IMF) Y FOR NrowAn0HM.PEA0II1 OHLT AM)TO le
tit: 4423 11 O4s27=2 '�,• ` \ ARM.Y1H TTC El12Ml(TH D1T PALAI/MIp
m DEPMTLENT PR ON To SLR*i
lalR OmI WOWS,JE ' r\ \\, - `, i , i0'OJENETN OTT u Itr/DNANApE•EAYUbIT It9 - - - - - - - - - - W
r D.1.Ses.1.'°.7' J•1 5
i \\` sr4� 20'UTUTY[Ala1RNT ` . 4' 77.52' PO qO' • ) 9000' AC 40.
( ., I \\ ••Ir \'\ / 0 Nu71'12•e CONTROL COISIFR
-0111.11- `�' LEGEND
1 11 \ ,� /.irg SPINNAKER STREET-50'RN1
Mg • v 01 I . 0 pUNOC N K ONC PC,►T KEY PLAN:
Pot M13 oU')1113 G 1 O �4 O'Eurranl 0 UT1Uir rK 11E
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1110 11111.9040
1,10' 2137.2 F .-- -1 1` 10'.71%... SQOp' I NCAI-HOICSS/LtlCSS EASEMENT
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-
't 33 1e E.P.X. CoST640 PX,NAE
1 'N �j , t44Tw,sr 1 ry k Q a Eat Eusn4o CONCRETE uwwE>tT mownProject M: D40317
G 1S 4tC^ E4�"� 1 1 �I _Ir7,7l4 g .�"I z I a 1 Drawing n: I>r0317 FINAL PLAT
4v , 1 _ \ ;p 1 SET Y0IAMTIII AS NOTED Drawn: RYVB
t'- �h ��\'0�'1 Efx/ kI -ss3sE� r . \ �� >,1 1 L
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RIS VI O O I ; O I'.�/!. w��� ` \I .2»•�"�T iy 1 7� ui cOWFn3 AM Pcr SIT RCN REIMl REVISIO IS:
O 3 (gcvl O I f I UK(SS pn[RTQE 1pTIp. NUM. DATE DESCRIPTION
4$` + Se* T oI f„ •' , I J tau, �: ' - -- - - -
r 1 , • C+ (,\ 11 4 11 0 SHEET TRLE:
Z I,, • , :•I-__�3,11,5•c n'/ GRAPHIC SCALE
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• e " T I FINAL PLAT
.► (n ' 20•[ULAIEM Ott UnUTr/ o'urruTY EAMMNIT S7\ 1 r I J -_��
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JOINS SHEET 5
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BOOK 59 PAGE 31
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S42Y 209 210' 1S.Y' lOm00' Sm')I4r I7■ i .
54_ 2t50 S130o' 11 ' 24A1' 2 'Y' i11]4'.10r
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�1 Y17' 2190' 1b9Q .1)Y 3:U' SW' I:: )0/Y )' H3'/iHr 150 US HYy'I58 E
`dto JOYcE W.PRITCHARO.PasgaoiAnl Caney.NC 2125m' 25.U' 31Y IV1'31 Lr20- r PO BuA dJ4
t17 2.0 2310 212Y 2452• 1417:12:1n4n3')TCnrJOn 2JC 270+,� 20.Y 150 ' ,5. ' 2aY I'[5 )JJ9-?.01J
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c� f LUC IiNOM gAC/ PrARV+tW ESTATES / T. I I U Mc° 141{21I2'■ , o*L,
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rI Ja u,1 n N 11 N$ J� ` 1 al a y( /r F.1 ® jI El CI L II © I UI 0 I Au CPO SPACE IS 10 ROMP.11 ITS 000EsaR PASaUOTANK COUNTY
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y I I 2.200 s I I I 1 2s'rRa11r ! I WI' 2e'rRONr I I
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17,724 g •I z I L-__ , ,---J l--- -__ J tC I I O' L--y ---J L`' ATYOMU110111 AS MOTTO Draw: RWB
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1"P I JOINS SHEET 6 •

BOOK 59 PAGE 34 1) ThL3 do<umanl presented Ind Ned.
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1

PART III PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported
below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland.
which it is safe to perform the inspection. In addition,when a storm event of equal to or The following items pertaining to the E&SC plan shall be kept on site and available for
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be inspection at all times during normal business hours.
performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if:
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more,
Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours,
Inspect (during normal Inspection records must Include: and does not significantly deviate from the of the approved E&SC plan or complete,date
business hours) locations,dimensions and relative elevations and sign an inspection report that lists each • They cause sheen on surface waters(regardless of volume),or
(1)Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume).
maintained N If no daily rain gauge observations are made during weekend or
good working holiday periods, and no Individual-day rainfall information is plan. This documentation is required upon the
order available,record the cumulative rain measurement for those un- initial installation of the E&SC measures or if
attended days (anc this will determine if a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
needed). Days on which no rainfall occurred shall be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
"zero." The permittee may use another rain-monitoring device (Ref:40 CFR 302.4)or G.S.143-215.85.
approved by the Division. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC
(2)E&SC At least once per 1. Identification of the measures inspected, plan or complete,date and sign an inspection
Measures 7 calendar days 2. Date and time of the Inspection, report to indicate completion of the (d) Anticipated bypasses and unanticipated bypasses.
and within 24 3. Name of the person performing the Inspection, construction phase.
hours of a rain 4. Indication of whether the measures were operating
event>1.0 inch In properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC
24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the
6. Description,evidence,and date of corrective actions taken. plan. report to indicate compliance with approved environment.
(3)Stormwater At least once per 1. Identification of the discharge outfalls Inspected, ground cover specifications.
discharge 7 calendar days 2. Date and time of the Inspection,
outfails(SDCs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements
hours of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC measures
events 1.0 inch in sheen,floating or suspended solids or discoloration, have been performed. After a permittee becomes aware of an occurrence that must be reported,he shall contact
24 hours 5. Indication of visible sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the
6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC other requirements listed below. Occurrences outside normal business hours may also be
(4)Perimeter of At least once per if visible sedimentation is found outside site limits,then a record to E&SC measures. plan or complete,date and sign an inspection reported to the Department's Environmental Emergency Center personnel at(800)
site. 7 calendar days of the following shall be made: report to indicate the completion of the 858-0368.
and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action.
hours of a rain the site limits,
event>1.0 Inch In 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Timeframes(After Discovery)and Other Requirements
24 hours 3. An explanation as to the actions taken to control future. In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment • Within 24 hours,an oral or electronic notification.
releases• site and available for inspectors at all times during normal business hours,unless the deposition in a • Within 7 calendar days,a report that contains a description of the
(5)Streams or At least ante per If the stream or welhnd has Increased visible sedimentation or a Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition.
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction
or offsite and within 24 activity,then a record of the following shall be made: this requirement not practical: Division staff may waive the requirement for a written report on a
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and case-by-case basis.
accessible) event>1.0 inch In 2. Records of the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. • If the stream is named on the NC 303(d)list as impaired for sediment-
24 hours Regional Office.per Part III,Section C,Item(2)(a)of this permit. related causes,the permittee may be required to perform additional
(6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC monitoring,Inspections or apply more stringent practices if staff
stabilization of grading measures,clearing and grubbing,installation of storm (b) Records of inspections made during the previous twelve months. The permittee shall determine that additional requirements are needed to assure compliance
measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the with the federal or state impaired-waters conditions.
activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of
ground cover). (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification
2. Documentation that the required ground stabilization electronically-available records in lieu of the required paper copies will be allowed if release of shall include information about the date,time,nature,volume and
measures have been provided within the required shown to provide equal access and utility as the hard-copy records. hazardous location of the spill cr release.
timeframe or an assurance that they will be provided as substances per Item
soon as possible. 3.Documentation to be Retained for Three Years 1(b)_(c)above
All data used to complete the e-NOI and all inspection records shall be maintained for a period (c)Anticipated • A report at least ten days before the date of the bypass,if possible.
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request.[40 CFR 122.41) bypasses[40 CFR The report shall include an evaluation of the anticipated quality and
122.41(m)(3)J effect of the bypass.
PART II,SECTION G,ITEM(4) (d)Unanticipated • Within 24 hours,an oral or electronic notification.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses[40 CFR • Within 7 calendar days,a report that includes an evaluation of the
122.41(m)(3)J quality and effect of the bypass.
(e)Noncompliance • Within 24 hours,an oral or electronic notification.
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions • Within 7 calendar days,a report that contains a description of the
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance,
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the noncompliance has not
health or the been corrected,the anticipated time noncompliance is expected to
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal environment[4o continue;and steps taken or planned to reduce,eliminate,and
CFR 122.41(I)(7)J prevent reoccurrence of the noncompliance.[40 CFR 122.41(I)(6).
shall not commence until the E&SC plan authority has approved these items, • Division staff may waive the requirement for a written report on a
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-by-case basis.
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, Ryan
Homes ''`r f ``' NORTH CAROLINA
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and i( t �
(f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. TOO ley Harbor
��._ Environmental Quality
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. ';� r. •UT"
q RMII
activity being considered compliant with the Ground Stabilization and Materials Handling �, H
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the r� r r p,4�
„
sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The I 1 r,.,.�
project. ..".M �,. '�► rHl„I;,! �! „•�IHW'-
permittee shall comply with the Erosion and Sediment Control plan approved by the ,....•��^ �A‘.�,..�h!
4. Collect all spent fluids,store in separate containers and properly dispose as �i'j=' 'H►�' 1 ! n
delegated authority having jurisdiction.All details and specifications shown on this sheet hazardous waste(recycle when possible).
may not apply depending on site conditions and the delegated authority having jurisdiction. a rran' NNW..1
5. Remove leaking vehicles and construction equipment from service until the problem ,.o
1~has been corrected. MOOS MN WNW..1
OLD
1O 'w ` � ""`°° "'"'"
SECTION E:GROUND STABILIZATION I I \MVIM.r\LIUOrr\ 'I°'p\"�'(0,m,,..m
r..,.0 V,Y MIRY WO t,Gtt ifl NMS El'
Required Ground Stabilization Timeframes OO
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products11.3
" �n f f WORT, ,•AWWI
ELMELUL r BOO E.MOM
to a recycling or disposal center that handles these materials. eraN rn=W..arI' SNOW wru.MOW
Stabilize within this NW WI
Maltt ng.WIN
Site Area Description many• calendar Timeframe variations an mr ca+A�n STRucnr+r Al V,GRA n STRUCTIRV
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers.
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local
(b) High Quality Water 7 None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.
(HOW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in
If slopesare 10'or less in length and are
3:1 from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and within
(c) Slopes steeper than 7g not steeper than 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
ditches,perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least feet from storm drain inlets and surface waters unless it
(e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum,
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow.
Note:After thepermanent cessation of construction activities,anyareas with temporary 3. Contain liquid wastes in a controlled area.
P rY 7. Locate washouts in an easily accessible area,on level ground and install a stone
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority.
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location.
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tarp,sand bags or other temporary structural
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. If 50 foot components when no longer functional. When utilizing alternative or proprietary
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions.
Temporary Stabilization 1 Permanent Stabilization on a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of
•Temporary grass seed covered with straw or 1• Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout.
• Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
• Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
without temporary grass seed I• Hydroseeding with properly operating unit.
•Appropriately applied straw or other mulch 1•Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
• Plastic sheeting ' with mulch
I 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
I• Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions.
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the
j•Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of
retaining walls and surface waters unless it can be shown no other alternatives are reasonably
accidental poisoning.
I• Rolled erosion control products with grass seed available.
3.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of Do not store herbicides,pesticides and rodenticides in areas where flooding is
sible
r
k
wells
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. or s surface or where they may spillr ,clean into imm,stormwater drains,ground water
or water. If a spill occurs,clean area immediately.
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite.
construction,selecting from the NC DWR List of Approved PAMS/Flocculonts. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated 1
HAZARDOUS AND TOXIC WASTE
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs.
1. Create designated hazardous waste collection areas on-site.
4. Provide ponding area for containment of treated Stormwater before discharging '' 2. Place hazardous waste containers under cover or in secondary containment.
offsite. ' '�;
5. Store flocculants in leak proof containers that are kept under storm resistant cover �/�n 6 t �' NORTH CAROLI NA Tooley Harbor 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
or surrounded by secondary containment structures. �rr>tes 1+\. 40, Environmental Quality
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19

Date: Page:
Construction Sequence Schedule/ E&S Plan Narrative Description of Project and Erosion Control Plan
Tooley Harbor is a 46 Duplex community that will be built on 23 lots.The neighborhood is located is Pasquotank County in Elizabeth City off of River Road.Each lot is fully stabilized currently
Construction Activity(1) Schedule with well established grass.Currently swales are established between each lot with the run off heading to the streets and collected by inlets along roadway.Ryan Homes will manage disturbed
area by using steel post stakes and silt fence fabric per the silt fence detail in the attached site plans.All disturbed area left exposed will be temporary or permanently stabilized within 14
Construction access. First land-disturbing activity—Stabilize calendar days.
Construction entrance, bare areas immediately with gravel and
construction routes, temporary vegetation as construction
equipment parking areas. takes place. Permanent Seeding Temporary Seeding
The purpose of permanent seeding is to reduce erosion and decrease sediment yield from The purpose of temporary seating is to temporarily stabilize the denuded areas that will
Sediment traps and barriers. Install principal basins after construction disturbed areas,and to permanently stabilize such areas in a manner that is economical, not be brought to final grade or permanently seeded for a period of more than 14 calendar
Basin traps, sediment site is accessed. Install additional traps adapts to site conditions,and allows selection of the most appropriate plant materials.These days.Or 7 days in critical areas identified on the plan.
fences,and outlet and barriers as needed duringradin areas must be seeded or planted within 15 working days or 90 calendar days after final grade Temporary Seeding Specifications
grading. is reached,unless temporary stabilization is applied. Seeding Recommendations for Late Winter&Early Spring
protection. Seeding Dates-December 1 to April 15
Permanent Seeding Specifications Seeding Mixture
SpRunoff control. Diversions, Install key practices after principal Winter Rate(lb/acre)
perimeter dikes,water bars, sediment traps and before land grading. Seeding RecommendationsJulyfor Summer Annual Les(Grain)e dez 500(annual Ryegrass shall not be used)
P Seeding Dates-April-July P
and outlet protection. Install additional runoff-control measures Seeding Mixture (Kobe)
during grading. Species Rate 'Omit Annual Lespedeza when duration or temporary cover is not to extendbeyond June
Common Bermudagrass 10/1,000 sf(sprigs) Soil Amendments-
1-2 lb/1,000 sf(seed) Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone
Runoff conveyance system. Where necessary,stabilize streambanks SOD(See Sodding Notes) and 750 lb/acre 10-10-10 fertilizer.
Stabilize streambanks, as early as possible. Install principal Mulch-
storm drains, channels,inlet runoff conveyance system with Seeding Recommendations for Early Fall through Early Spring Apply 4,000-Ib/acre straw.Anchor straw by tacking with asphalt,netting,or a
y y Seeding Dates-August to March(Early fall and spring recommended) mulch-anchoring tool.A disk with blades set nearly straight can be used as a
and outlet protection,and runoff-control measures. Install remainder Species Rate mulch-anchoring tool.
slope drains. of system after grading. Kentucky 31 Fall Fescue 6 lb/1,000 sf(broadcast seed) Maintenance-
Fertilize if growth is not fully adequate. Reseed,fertilize and mulch immediately following
Seeding Notes- erosion or other damage.
Landing clearing and Begin major clearing and grading after 1.Sprig or sod.Moisture is essential during initial establishment.Sod must be kept watered
grading.Site principal sediment and key runoff-control for 2-3 weeks,but can be planted earlier or later than springs. Seeding Recommendations for Summer
preparation—cutting,filling measures are installed. Clear borrow and Seeding Dates-April 15 to August 15
and grading, sediment traps, disposal areas only as needed. Install Soil Amendments- Seeding Mixture
and ra, g d t additional control measuressne d gradingIt is highly recommended that soils be tested and amended as found necessary.If a sois are Species Rate(lb/acre)
not tested,follow these recommendations:Apply 3,000 lb/acre of ground agricultural German Millet 40
and surface roughening. progresses. Mark trees and buffer areas limestone and 500 Ib/acre of 10-10-10 starter fertilizer,or 50 lb/acre of nitrogen from turf-type Soil Amendments-
for preservation. slow-release fertilizer.Add 25-50 lb/acre nitrogen at 2-3 week intervals through midsummer. Follow recommendations of soil tests or apply 2,000 Ib/acre ground agricultural limestone
and 750 lb/acre 10-10-10 fertilizer.
Sprigging- Mulch-
Surface stabilization. Apply temporary or permanent Plant sprigs in furrows with a tractor-drawn transplanter,or broadcast by hand.(Not Apply 4,000-Ib/acre straw.Anchor straw by tacking with asphalt,netting,or a
Temporary and permanent stabilization measures immediately on all recommended for Tall Fescue) mulch-anchoring tool.A disk with blades set nearly straight can be used as a
seeding, mulching,sodding, disturbed areas where work is delayed or Furrows should be 4-6 inches deep and 2 feet apart.Place sprigs about 2 ft.apart in a row mulch-anchoring tool.
with one end at or above ground level. Maintenance-
and riprap. complete. Broadcast at rates shown above,and press sprigs into the top 1A-2 inches of soil with a disk Fertilize if growth is not fully adequate.Reseed,fertilize and mulch immediately following
set straight so that sprigs are not brought back toward the surface. erosion or other damage.
Building construction. Install necessary erosion and Seeding Recommendations for Fall
Buildings, utilities,and sedimentation controlpractices as work Mulch- Seeding Dates-August 15 to December 30
Do not mulch Bermuda Grass.For Tall Fescue seed,apply 4,000-Ib/acre straw.Another Seeding Mixture
paving. takes place. straw by tacking with asphalt,netting,or a mulch-anchoring tool. Species Rate(lb/acre)
Winter Rye(Grain)120
Landscaping and final Last construction phase—Stabilize all Maintenance- Follow recommendations of soil tests or apply 2,000 Ib/acre ground agricultural limestone
P g Water as needed.Mow Bermuda to 3/4 to 1-inch height and tall fescue to 2.5-3.5 inch height. and 750 lb/acre 10-10-10 fertilizer.
stabilization.Topsoiling, open areas, including borrow and spoil Top-dress Bermuda with 40 Ib/acre nitrogen in April,50 lb in May,50 lb in June,50 lb in July, Mulch-
trees and shrubs, areas. Remove and stabilize all temporary and 25 lb in August.Top Dress tall fescue in mid September,again in November and Apply 4,000-Ib/acre straw.Anchor straw by tacking with asphalt,netting,or a
permanent seeding, control areas. February with turf-grade 3-1-2 or 4-1-2 ratio turf-grade fertilizer.Fertilize with 1 lb of actual mulch-anchoring tool.A disk with blades set nearly straight can be used as a
mulching,sodding,and nitrogen per 1,000 sf.Do not fertilize tall fescue between Mid March and Early September. mulch-anchoring tool.
Maintenance-
riprap Repair and fertilize damaged areas immediately.Top-dress with 50 lb/acre of nitrogen in
March. If it is necessary to extend temporary cover beyond June 15,overseed with 50
NVR to provide groundcover(temporary or permanent)on exposed slopes lb/acre Kobe Lespedeza in late February or Early March.
within 21 calendar days following completion of any phase of grading;and,a
permanent groundcover for all disturbed areas within 15 working days or 90
calendar days(whichever is shorter)following completion of construction or
development.
1 Maintenance, (1)maintenance inspections should be performed weekly,
and (2) after periods of rainfall, maintenance repairs should be made
immediately.
`' I Environmental Quality EROSION AND SEDIMENT CONTROL NOTES & DETAILS lityais Tooley Harbor

Date: Page:
Wire Fence Filter Fabric
Steel Post ` Plastic or
8' Max. Standard Strength fabric with wire fence Wire _ Backfill trench
6' Max. Extra strength fabric without wire fence Wire Fence and Compact
thoroughly
t i i r::i:t .... : Steel Post
i S : S
/. • •
` t . • Upslope
' .•. _ _ = i S..i..: is :...i : , 1 8-24" T/'��,•"
Plastic or ......i __ __ _••_ _ _= t:::a......iai..., R ,
Wire ties 8" Min.
,
' J:{i:iii S'ti ::S::” 'Hi ' 24" ,• •,•, •• ••,,• ,
i:f:SS:SiiS:Siii:ti:i iii:i:iiii isiiiiiiiiii S::Si.�ii Si:tS::SSSSiii:i ti Si S S ••' •
i i S t is •t I : •
+ 8" down & 4"
24"
forward along the
I
1 trench
\---- Filter Fabric
Construction: CROSS SECTION VIEW
1. Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics.
2. Ensure that the height of the sediment fence does not exceed 24 inches above the ground. (Higher fences may
impound volumes of water sufficient to cause failure of the structure) Maintenance:
3. Construct the filter fabric from a continuous roll cut to the length of the barrier to avoid joints. When joints are 1. Inspect sediment fences at least once a week and after each 1
necessary, securely fasten the filter cloth only at a support post with 4 feet minimum overlap to the next post. inch or greater rainfall. Make any required repairs immediately.
4. Support standard strength filter fabric by wire mesh fastened securely to the upslope side of the posts. Extend the 2. Should the fabric of a sediment fence collapse, tear,
wire mesh support to the bottom of the trench. Fasten the wire reinforcement, then fabric on the upslope side of the decompose, or become ineffective, replace it promptly.
fence post. Wire or plastic zip ties should have a minimum 50 pound tensile strength. 3. Remove sediment deposits as necessary to provide adequate
5. When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Supports should be driven securely storage volume for the next rain and reduce pressure on the
into the ground a minimum of 24 inches. fence. Take care to avoid undermining the fence during
6. Extra strength filter fabric with 6 foot post spacing does not require a wire mesh support fence. Securely fasten the cleanouts.
filter fabric directly to posts. Wire or plastic zip ties should have a minimum of 50 pound tensile strength. 4. Remove all fencing materials and unstable sediment deposits
7. Excavate the trench approximately 4 inches wide and 8 inches deep along the proposed line of the posts and upslope and bring the area to grade and stabilize it after the contributing
from the barrier. drainage area has been properly stabilized.
8. Place 12 inches of fabric along the bottom and side of the trench.
9. Backfill the trench with soil placed over the filter fabric and compact. Thorough compaction of the backfill is critical to
silt fence performance.
10. Do not attach filter fabric to existing trees.
:i g%En NORTH
vironmen al Quality llln
SILT FENCE ,, Tooley Harbor

Date: / Page:
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2-3" Course Aggregate 44tvog�
Construction: Maintenance:
1 . Clear the entrance and exit area of all vegetation, roots, and other objectionable 1 . Per NCG-01 inspect at least once a week and after each 1 inch or greater rainfall;
material and properly grade it. make any required repairs immediately.
2. Place the gravel to the specific grade and dimensions shown on the plans, and 2. Maintain the gravel pad in a condition to prevent mud or sediment from leaving the
smooth it. construction site. This may require periodic topdressing with 2 inch stone.
3. Provide drainage to carry water to a sediment trap or other suitable outlet. 3. Immediately remove all objectionable materials spilled, washed or tracked onto public
4. Use geotextile fabrics in order to improve stability of the foundation in locations roadways.
subject to seepage or high water table.
N
EnmenalIQa Environmentalu lity CONSTRUCTION ENTRANCE/EXIT Ryan T
ooley Harbor
Homes
rff EG1 IV Dnfe: II! ?I2Q20