NCC233699_Site Plan or Location Map_20231220

CONSTRUCTION PHASE and coir logs and straw wattles in ditches as ditch - GROUND STABILIZATION GENERAL EROSION CONTROL NOTES: &- �� drawn by JLS
construction proceeds. A LEGEND
1. Obtain all permits and plan approvals. 13. Construct cut and fill for soil road template to s SITE AREA STABILIZATION 'I. ALL DISTURBED AREA(S)AND PARTICULARLY EXPOSED SLOPES ,_,-4' checked DEV
2. Pre-construction conference. for future paving. ubgrade J1.. : (� DESCRIPTION TIME FRAME EXCEPTIONS SHALL BE SEEDED,FERTILIZED AND MULCHED TO INSURE THAT GROUND cDNS,R Km LM11BRYXI
uG PERIMETER DIKES, TINTS NONE COVER IS PROVIDED WITHIN 14 CALENDAR DAYS,FOLLOWING COMPLETION d0000P reviewed DEV
3. Install gravel construction entrances. 14. Construct 15'wide aggregate suface course along the DL HF.OMR 11M.3M, D swALEs.DITcxEs a ND COVER FOR ALL ,
4. Install sediment fencing and reinforced silt fence outlets. new roadway fromm he end of Production Drive to Sand : HIGH QSLOUALITY ]DAYS NONE DISTURBED AREA(S)S OF ANY PHASE OF WIDTHIN 15 WORKING DAYING;PERMANENT S OR0 CALENDAR DAYS INLET PROTECTION CONSTRUCTION date MAR-2023
5. Clear and grub site as necessary to construct temporary Hill Road. IM• Ru910Da2 ot . IT DM CCIR FIBER
_ WATER ZONES (WHICHEVER IS SHORTER)FOLLOWING COMPLETION OF CONSTRUCTION t._ _ •ff
skimmer basins. 15. Place 3-4 topsoil on disturbed areas,not otherwise C1.1' SLOPES STEEPEN rDAYs IF SLOPES use 18 OR DEVELOPMENT. T "'°•7' L1DD RENFoxeoe.Trumcrosrr job no. 23-1028-01
6. Install coin logs and straw wattles where indicated. improved,add amendments to soil and seed and mulch to ' g® THAN 3:1 OR LESS IN LENGTH -,.\/\�5/\/\/\/�/�/`�
7. Install sediment fencing. provide a permanent stand of grass. '... -- - " -, AND ARE NOT 1LO1P1OG 5T"KE°roSOL
8. Install silt fence reinforced outlets. 16. Test andstorm fY MVO.FBm STEEPER THAN 21, 2. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER -i��///�*�� OVERHEAD inspect drainage. IN °°'°° mirIM01OSTA�"z]:sB 14 D^�A THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR r / �• OHE EX
9. Strip topsoil and stockpile for future re use. 17. Pre final inspection by Contractor. -..7-- 't I quowmo `� /� �:• ,G1.__ EXISTING CONTOUR
10. Be and installation of storm drainage and 18. Pre final' _ I OTHER ADEQUATE EROSION-CONTROL ONTROL DEVICES OR STRUCTURES.IN ANY //`� �L PAaPosmc«nouR
Begin grading g inspection by Owner and Contractor inch list- PRODUCTION D}ip SLOPF33:1IXt a wvs r wvs FaR EVENT,SLOPES LEFT EXPOSED WILL,WITHIN 14 CALENDAR DAYS OF % + tDt
ditches. generated). Fwsrns."... T .. - SR.3935. 60'RIW.v scans sLOPEs oeEsneN
11. Install rip rap outlet protection with filter fabric 19. Final inspection(all punch list items completed with FloAowAY� • COMPLETION OF ANY PHASE OF GRADING,BE PLANTED OR OTHERWISE snorce MMYER
{,•+ 1. , Ic THAN5aINLENGTH ►: SD
underla ant at storm drainage .,..7'',7 PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,DEVICES, rnceAND .cEosTDPN sEWVR
yin g L�rgepont. NCDENR,OwverandDesignerpresent). �'�' �iOryxERaEAs uDAva nonE(EKGEPTFOR OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. I's IM CTM
12. Place 3.4 topsoil along ditches,install straw w/net and 20. Remove temporary measures. 'o FIA nuN at �pw ° I I I I I I I I I rn i sac AE AA"A A'A'A Z
synthetic Turf Reinforcement matting where indicated 21. Closeout project ) •. -SF-SF-SF-SF-SF- .....sFDSLTF.C. J
- "\ / 3. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL / sM+o" c11> s
_ REMAIN IN PLACE UNTIL N.C.D.E.N.R.HAS APPROVED THEIR REMOVAL - IXNFla.E a' re
SKIMMER BASINpt ' ! � "-• - WITH GATES 0
SKIMMER.ORIFICE DIAMEIER,-0 SHIMMER . 6'ON8IRIACIDN_.. _.. "ROVIOETEMPoRMYOR PERMANENT • . 4., 4
SKIMMER BASIN 012 132 4 DR 26PV0 .5% 2S SKIM ROORFCE EMrRANCE -STARLaATDN WITH GROUND LOVER AS
25•SKIMMER.senCE...TER IA INCHES T Dz,WEI aaaX1,08] 35-s•SDR � soon AS PRACTIG sunsr INAM eh]tr 4. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE L a V
W r31M28PVC®.53% 5. M ....•S5p5CUFT O.TOP... BLEV BASIK EBg}.G=, _wIMIH]GLEN GAYS FROMTNE LAST %i.AOETEMPoRMTOR BUILT AND MAINTAINED IN ACCORDANCE WITH ALL APPLICABLE DETAILS, ' '', caxsmucnaN.m lam O = _TOP DAM 1,05 WEIR'sill 100.Bt INVBASN1005 V AVAIL }"r 01R4.3]iM1 ,- - sSTAREI"•594 AG(T'V�I,,,SB�,,,�S��Rpy��4ppSxxSSTTTi}T
DISTARFA=4,T AC MW.wX=418WFT - NSURF =2A BF wYgVAa t0A8BW 010=1D.18 DF-'•"Y STAT5L234'CL F@10E WD dBnXIBINOAGTMTV-(lYP) ,.PERIMIENTSTABILVADON WITH 3
VO.AVAL]BM CU}T.o,W] SURF AREA AVAL=WO SF '-.MNSMFA a 300T SF 1 : DD TO TOP BARKOF.fW fit' a �/
MIN SIRE 4R SF L=1oe w.5z•ar RL=fa.PLACE u•Lorp,r.. SwuuEAAvuL•eppBB55 oouRE GATEruu BR.ADCOVER As sooNAs SPECIFICATIONS AND THE EROSION CONTROL NARRATIVE. +'�+, 7Y'`rti _ F'F W
SURF AREAA ,5oi .".STAKED COLA LOG BELOW WEgoonoe L=,15 w-ss Da'WBR -4..PEAR 10 LONG IY DVM OW6LE ' 2a PRACTICABLE BUT NANY EVENT O ` a Z
L 49 •B.PLACEI L DAM. i STAKED LOIA OG BELOW OURET WITH]CALENDAR OATS FROM I•�II 3
SSTf DCOIAL xERoun ,-.: : - DISTURBINGMEASURES WT:TIANDs
IG - R•e
,�; - __caawB ` vE - NOT SHOWN ON THIS SHEET,SEE SHEETS 10,11,&14 OF 14. _
DINTS O F. DITCH
Pl. �.�`' � ,r�l VICINITY MAP N.T.S.
��` t rosTA M ol:lig"a Hn � � .�ilvn�i•D�rvDiE CONSTRUCTION DETAILS FOR ANY EROSION CONTROL ', •,',• G
. co L•= •••'' - RP RAPAwnN S 2
caw I MINI , 6. THE EROSION CONTROL NARRATIVE AND THE CONSTRUCTION O I�-,-I
o - l.Kr . • tVAVAVA. vv.'o. GRA55SWALEWi WPM VIET U ^ V
- .4M 'x : ; , : MER R N ETERe W SCHEDULE CONTAINED IN THE EROSION CONTROL NARRATIVE ARE NOTES: L�w�����w���Y���Y��A���a I--1
i/���■''']]]. / ♦ � aa = L CONSIDERED TO BE A PART OF THIS PLAN AND SHOULD BE ON SITE DURING Z" V O
lY1 ;' . ;. . T ' ,W[IRE2EV,OS OO IHJBA9IN,-.: h".>✓•:.iwatS'•w`.':. .�v •:'•.vn1 ORA599wALEVp XwrIHETICIXER O O ?
." :24+98b7 I / ♦ 1FwwBAAr r VaA o,D=Mrr ALL CONSTRUCTION ACTIVITIES. 1.CONTRACTOR SHALL VERIFY THE LOCATIONS of ALL EXISTING m - „•� P•I F7' .Q.I 1 SdRFAR 2 - l UTILITIES PRK)R TO BEGINNING CONSTRUCTION. (�-'I
P Dxwm
r►wv+^.►wv•w -�'3s"'P�- �'"'"" 1 `♦ °" ° rlw" �� i r 7. TEMPORARY SEDIMENT TRAPS AND BASINS ARE TO REMAIN IN PLACE Z.ALL CONSTRUCTN7N TO BE IN ACCORDANCE WITH ALL CITY OF are
'.._� �4.C� - 1 ♦ CORE•3 FAYETTEVILLE,PWC AND NCDOT STANDARDS AND W
• "'� - ,T ♦ xx .0. 2T ONG BER oNERTING UNTIL THE SITE IS STABILIZED WITH GROUND COVER.UPON APPROVAL SPECIFICATIONS. W 03
' D.
-'"F. SILT FENCE I ♦ •, ' sraRM wATERro NgT11RAL FROM N-C.D-E.N.R.,TEMPORARY SEDIMENT TRAPS CAN BE REMOVED.THE "�
NLEAL.10 , v v•r'x ► ORNNAGE FEATURE ARM.1 OWNER INFO: 7
° u esa ls-nA•• EFT M.FIBER ` x n .' SURFACE OF BERM WITH CLASS, SEDIMENT BASINS ARE TO REMAIN IN PLACE AS PERMANENT DETENTION
r I TRENCEDWTO SOIL EllTAK°EO FIBER • "j�\ P c Ess IL PONDS. CUMBERLAND COUNTY U
., H n STAKED ALONG 1, �• / FABRIC RIAYMEM ff� II PERRETER OF k-,-'" I ILEM. �A '-� IrMP7zr to aB TURn _ NGe aM.,rm• FAOY BOX 449
ETTEVIL
BISINS(M TER
0 �I r.` .. I Q• x /* , �•UUT�T EXDRnsnsArsic A LE,NO 28302
I i 'I ' I PERIMETER ALL � STmoara Msneos dch= =v, 4f FABRIC ESWELTEr
I "' w a w 6ERIMETRO .. 1 LEFT STATN3T825.10 4 U = •.RLOO
�I . MGM ` _
'J s+� .+ `\` IIMTS OF CONSiRUC110CNDARSM
ly I iu •D�� --... \s,.
CCEAILIMTSS 5' MMER OVIDE TEMPOMRV OR / / x_ - -- .......�Da EM arneavenoN wrm rwrcEDAcn ITw _ AL fff r�- . GROUND COVER/580ON68 LEA STAR •,Y.W CORE aER
1 445
,R �-. '1 - azSIN NJ PRACOG.."••NA4.. E"ATAT - � ' STAIEUACROSS OTCH , , /--•_^ .-. .
• DIVERSION .. Q �)" '♦1 ST. • - E�-AT.. ER.ORf®ICE D1AMElERTO NCHH WRHR TCALENDAR WVS'., ,8 1ST R•Ooi10.6S • //
DIVERSION •�-'' BERM AND
_ -,.' °,-+:I� �; , 'iK90R�1VCWEM DEV CULT , THE IABTIAND DISTURBING
F
TRIANGULAR . "'. RAS SWAL,° �; MP DM ,
GRASS SWAL X 1 .1B'DEPTR 31s3, - dVERSDN DIVE MMIO STORMOWATE(tminuEM. - �.'. .- DVOLA AREA
FMTI.010=105.E5�BASIN ACIN(IY.DYP.) ' \.\, \\ ` _ / I' H C .Bw BB
G M
-1C DEPTH 3I SS - TOP BERM YENl. - ,... AT LIN -
TOPBERM M 010 9TBga 94 - BERM AID - AID BERM AND gRMOR SURFACEinBEPM 4� �`- f' _
010 378 10S .GRASSbIISIMW TRIANGULAR ,. TRIANGULAR TRIANGU WITH CUSS I RIP RAPIS � SURF W=SR,(NLS 3288F" .� _- • �,,,'
GRA53 OAB% ARONET®0]4% GMSS SWALEXtt 010.44WAL SWAIE --3Y' \\tY q0.COR _ ) SILTFE'r ALONG LN13'W3B'ML.TIER L=1Y.MACE Mr LGi012`DBIM -.. ._ , / SSMMER BA41N p1
1 -18'DEPTH 3155, Y1,A-1B'DEPM DEPTH 17TtlKTUE33 WffKlERFABRIC STAKED ACROSS DITC •'� PEMLEIEROFALL.STAKED COIN BELOW WEIR OIRIET. 1 SKIMMER..i1FICE 0MLETFRI
1 Aga'
� 1 TOP BERM,.MIN 31 SS,OW. TOP SERM 2 MR UNDERLAY... A..m •-'�I / BISMS MP)
.��- ►, -- - -- \ I} BPVC® 30%�yyD��DII��--••LLOR LOO 0,0=4ASrh 105 010=4AfAre t1B 010=500Ma M' :ONERSION '�' ,RmMOE]Fw i� TOPDNAI 10 REL1N1
,�, Aga' WOBOL AND GRA43W9TAAW GRASS 0°Aim GRASS /STRAW eMMLwnOx f •- STA 20.50 SC MGM INJ . \� !�. INV BAST 1 M..
SSSl1tAAAIKKEEEDDD MRr QrvRW 10685 _ BT MR 4 - \`, l• I VOL Alz]BSW .1a 5,ZBps..
ALONGIOE DNET®OAS% qND w .e.4.' BERM AND ,:- T � coARFn ffCH
GRASS qf wva Fru,tlW usr y TIIRNOUTTO EXBrWG .TOTAL DISTURBED ACRFJIGE'3a1 AGiE5 1 STA.. ` ,,I 0 T
,. .: DRMNAGE FEATURE. - ��� • ♦� WIAREAAV 6F •',SOCUFT
_. AY CIA83ARPRAR,IX=1O 2 APM40X.TOTAL AREA TO BE VEGETATIVELY STABILIZED: ACRES 1 ...! .1RL=6•.•PLACE IQ LONG IYOIAM•
IDE TEMPORARY CRP MAZE.STMILVATON O,0E UBtla, , - . \ w•1,.,aooa,l=2.30, AREA TO BE STABILIZED WITH HARDENED IMPROVEMENTS 0.87 AC.
'.1
CD ((yy'',, -
o- - GRASS p0.30%. ,-�.: rV _ ♦1� \�• "� 3a.SOIL5rARILJZATION SHALL BE ACHIEVED ON ANV AREA OFASr1E �, ` �;; rr STAKED 00 BELOW WEROI1REr
IN ANT EVEND nsno ALENDA6.. TI-. n MR „ " •' Ybk MMMgmeM.IOBY IIMTBOFLONST0.UCTDNARD
\\ IR ARYEVEM WITHIN CALENDAR... - TIE �\ \\ CLEARING LIMITS AT RW IHLESS Q ` \ ��� i PERK All -
1 �� LAarIANDOn _ �� �• - OTHERw SE W.CATEO WHERE IANDIJISTURBING ACTIVRIES NAVE TEMPORARILY OR DUCE
.. ,' ,M �': .L5NIT TO
stow PERMANENTLY DIKES WALES ACCORDING HE.EROLLTER OPEN -
_ w.,en Ta CULVERT ua.on Q ALL PERIMETER DIKES,SWALES.DITCHES,PERIMETER SLOPES AND ALL SLOPES STEEPER - }
1 `' •' •-', ''� �; _ THAT 3 HORIZONTAL_TO 1VERTICAL(3:1)SHALL BE PROVIDED TEMPORARY OR PERMANENT _ ��� -
„--. " wwr,rrvcrurt:sswrtn,M
O �
' „.,90° Tea"c uxraE,wvr.Pxr , STARIUZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 77 I�,V
1® q\\ CALENDAR DAYS FR THE LAST LL BE RB N y`
\I�'1°' - R 1 - BOAR STU GACTINTY.
1 •, UNDEPIAntarr
17 -, \ _ 1)All OVIDED TEMPORARY OR PERMANENT r,WRc
.."_.,.. 1L`\ _ _ _.. IN ANY EVENTT WTIHIN�- �.. �: �.., � `\\ - STABILIZATION WITH GROARUND COVER AS SOON AS PRACTICARLE BUT ���"•
`- / G P `` `� - . }, 1YiNDt� RTM9ORW f4 0.OWDETEMP.fARY.i 14 CALENDAR DAYS FROM THE LASTlARD4XSNRBING ACTMIY- 1i L
ANDS 1T \
• LEFT STA...', \ - GROUNDCRARR� 3D.CONDRIONS-IN MEETING THE STABILIZATION REQUIREMENTS ABOVE,THE FOLLOWING
A•OD•A¢'RIGMi O
CONDITIONS OR EXEMPTIONS SHALL APPLY:
aso.ClA36A1. .........................................
; -- -. '..-, .. VI
.. Q. } PRAcr cA.E6UTwAMEVENT _ RAP wba.3ro --
•• .- -. '•.,__-._,1 .. '{ -`\ WRHW]CPIENDMDAYS FROM' - ()WEATHER OR OTHENSIONS OF IME ER SITEY BE SPECIFICCONDITIONS THAT MAKE ORITY MPED ONRACTICABLE. t,,tii •ea..� 1°-
ED BY THE PERMITTING
D CqR LOG .. TMMaM/ THE LAST LND.BRaBNO
r _ _TRENCEDIMOSDILAI23 ,' ♦ - '-' .L" 1 �' :.-..-... � ,..q TMp° 1DXAORAso" g, \ �, `ACmmY.RYP.) : Y)ALL SLOPE550'IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN TDAYS --RSTAKED ALONG TOEB _ CUMBER Y OUNTY ,X,W.>r -' SRenIxST ", IXCEPrWHENTHE SLOPEISFLATTER TWIT4:1.SLOPESLESSTHAN505HALLAPPLYCOVER ., ®,,,,1 '`. -. ... ®oases,: • .0 15 x - WTININI4 DAYSEXE TNHENSLOPES STEEPERH3:1,TI4E 7DAY-REQUIREMENT X4D°'. �7a� �QV
( , -.. T,. ^ ,_-. 4RAUGea°, a 1. '\. 'p` . . ... . .. . . . O: PE 5, ,,-., . •oa,x:,ss 1 Al APPLIES �']•�■ - ,. I v . , ,. , .. `II)ANY SLOPED AREA PLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER ,_ ,` - i 2.2
ii��'� ie'a]SY
, c.-.\ .-., .. ,. G _ V _. �. ., sN,Rs '` - REIREMENT. L..-,....-LMMro OF . . . .. 0. SEAL
W. ETTEVI ( , N('')28�(,2� �` . I \ n)SLOPESIP OR LESS IN LENGTH SHALLLOPE ISEXEMPTSTEEPER
FROM THE 7-DAY GROUND COVER D M SAT L ` 1D75�;, --\-\�\. - : - REQUIREMENT EXCEPT WHEN THE SLOPE IS SIEEPERTHAR 2.1.
/ - / 1,0 - .- .� Y.A COIRFlBER P Y)ALTHOUGH STABILIZATION IS UN.N I Y SPECIFIED AS GROUND COVER,OTHER METHODS. '•B /a ,. _ - soreness - sTAKEO Acas. \ \ ,\`L /NE P 2)
'®. .H•1 PG. 0487 , • SCH AS CHEST CAL STABILVATK N,MAY BEALLOWEDONROLCOMIS SIN-DES. "y %y Y�
- � • ...-.. :._.._. ,T- EOINTO xOKANDI ;:.^ ..J^... LEFTs,, .Oi,. a N)FORPORTIANS OFPROJECTSWITHIN THESEDIMENLI CONTROL COMMISSION-0DEFINED ° _
�J.- `. ,,. "-ST a•pLpD Tce �:.. /'� , P-•.1•TEMPO... aR \ O OUALffY WATER ZONE'(iSA NCAC 04A 0105).STABILVATON WITH GROUND COVER SHAl1 BE `I v,Vp1
v / M - _ - ._ O \`.` I PEP R'M STABL¢ATIDN ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL AREAS OF THE SITE WITHIN 7 �\
1 //(''1 .N:�04 3-33-3511-.., ._ ' ; `', ARmu°fM1M�i0aXJ V ND COVER AS SOON AS CALENDAR DAYS FROM THE LAST WERINLAND-DISTURBING ACT. \C TEMPORRARINMCESEDIMENT
_ iJIiii. •A
•
U d 4 ` `.' ` ,Il v-'7 CAKE BUT INAMEVENT\1 •.I� NQPORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT DISCHARGE t ... %� ',,,
\aa 1
ecooenDAR DAYS FR.A LOCATIONS AND ARE NOT EXPECTED TO DISCHARGE DURING CONSTRUCTION MAV BE ` •L"•, RUt�E Ra f' �R�ER
' ' .:DISC/GRADE FURROWS `�' ? I� • COIR FIBER _. EXEMPT FROM THE TEMPORARY GROUND COVER REQUIREMENTS IF IDENTIHED ON THE ` ,1
j p 1.59. 3DAC.- PARALLEL TO SLOPE B '1105P.)asTURelxc -. 1 ♦ / -._.. '_ y , sr'E
li uI I / -. • : • Q WIT.1' ECHANICAL - F - :.'._P .. cN APPROVED MSC MN OR ADDED BY THE PERMITTING G AUTHORITY.Y `..PoDM� _
t
0.T
IJ ° - PERMANENT ABRCATDN1YlR1
OZOND M/P • � I.TOPSOIL SHALL BESTOCKPILmALONGUPPERSIDEOFTRENCHWTIHTRENCHSEPARATNG
4LO
- 1 ` 1 IPMENT - r -.. _..-'
' r _ D �.P,_ 0.,. *,I!- O " THE TOPSOIL FROM OOWNSLAPE SIDE OF EASEMENT.FOR ADDITIONAL INFORMATION SEE GROUND•• 'q5 sooxAR " _
' r �'1 K) �I '_.PRACTCABLE e, NARY EVENT �
' 1 O y.� C' '.I • .., ,.. SPECIFICATKINS. ,. WITHIN C 'DAYS F`5 ' • ,' _i
CONSLoans ON D . 5.SEEDING SPECIFICATIONS ARE INCLUDED ON THE EROSION CONTROL DETAIL SHEET. THE IA5 LAND D +I x" - -
- r .
a
LNs 4cnLIMR= 1 .. � IND TRIAL .. �' b AGTMIr(rvP).. -` TIMTSOF LONSrRI1CIDNAND. CO P
1 "` J 1 @. - . . . ... Q'. /. - _ NO LIMITS AT RW UNLESS
1 f : - ` INOICATW Q�
�' • . - - a ®a.Y3%.]1W`65`mv4 Q 1 - ' • � t %1 •\k' t-
,� : ar .'WETLANDS. `�' Ln co
;�. ' "--: 1r ow..OIRi�DnCH ��O _ ' I Q
Q
► III
O
R." U v
800.00 u - �' a aItI• n 00 `�
- ; i;: - to
Ll OF LOUCTION AND_. 1Y DIA CORflBER _-.1Y DIAC.RFBER I f
1'. ` •\/ 1 . •, c - _ T -G1EAa IMITs ER sMKED ACR033• `1� srAKEO ACRoss.TCH O CO LL.
SC:
1 ' . - • ` IN PERMEIER T,IDT STA 3.0.5 Ta-• \�e L GM83.OG BEG NNING- O 4" N
`•' II ': 4.SD.b0.SN0 " STA 1N3lW0 END ND r
,-... - • 14 R� PEMn�w ETEMsrAaLawnon wrm e5"°eB'eiI°.°°P-Fta3o. CO x •-
•. I' ,- . _ L - INS °F Felltr COYERASSOONA8 150�� � T `ay PROWOE TEMPoRARY OR�'.
'-. -; ; '� i' 'y `fi\ r ap,F�'PRACTICABLE BUT WANT EVE 3X6- `` PERMANENT srABLI]Anot:' . O O O 0)
71
.
c I'T .` Pf 1 ';�� TIT m _' I WITHIN]CALENDAR DAYS FROM _ - I ).� GROUND COVER SOMAS Ln
- ^•, .,: : -. / i ..E� - THE LAST LAID OIBTURBING -., .1� ► PRACTICABLE BM INARYEVB2T
B.0 cuallo ReP,z . THEAcTivnYUS.Lr'/P.). PROVIDETEMPoRPAY OR WITHIN TC;,,,E Mr3 FROM • N
,PTyyTTB.K���A�IDO
O M.MNP. m•, ::wOEgAa6R.' t•�C 1.• 2 SKIMMERBASINY2 PEM,IMENTSTPBIO2ATIONWITH 14.OD .. THE LAST LANDDISIURMNIG ,_ O
Mr `-. 1 A� i' ` TOP DNA fOB91.WBR ELIY IRA, - ROUND COVERAS SOONAR ':'.`-.,. ���Ii��.,. .tTYP) _ cc)
auM A5-. Y ^ - ,mmVaMAWti�� r., 9KIMMER inFlCE 01METRt1.11NC1E3 G ,IEBMWAMEYEM �t` ~'' tL
1 , 1 ' v wlN,ftrm (�t wwMlmwn ') tlt:;t**1111lVv-,, 'DaT ARE"A105iai Ac. In vu.2,a,zwFr - c- tl LL d Jv 1 " •� 23..MIN VMeeaeTHE DOISTWBWGSTgKEOACROS3DR.1 EASTBIDEPENTECOSTAL 2
1 _. YDIA COR FIx3a 1� / / VOLAVAIL T9 • __ NITY. HOLY CHURCH.Xw,M� ,i ,•�. ., �, epp �
/,�197AKEDACN039, • ��.c�'. OAFA AVM.WEIRS.PLACE IT ,Y.AM AN13 AND ENDIRfXNG - ::BROOKE ftUN
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-.•1 • .� .: 1RENCED INTO 8gLA1D - 3••,A8 PRACTICABLE ANY EVENT ..
- -- ' STAKED ALONOTOE r -
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ITS EROSION-CONTROL