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NCC222284_Site Plan or Location Map_20220622
HOLLY ROOK EROSION CONTROL PLANS PHASE 1 A LOTS 28-80 WENDELL, NORTH CAROLINA GENERAL APPROVED NOTES: 1. Construction details provided in this standard plan are NOT drawn to scale. 2. These details are for lots with less than one acre of land disturbance. 3, if the land disturbance on a single lot is greater than one acre, a custom plan should be submitted for the 30-day review cycle that addresses berms/diversions and sediment storage traps and basins. 4. This document is a guideline to control sediment onsite for single family lots with a disturbed area of less than one acre. Additional sediment control measures may be needed on a site -by -site basis. 5. Additional information on specification and installation guidelines can be obtained from the State Erosion and Sedimentation Control Design Manual. htt scae ,nc, ovlaboutldivisionstener -mineral-land-resourceslerosion-sediment-control CONSTRUCTION SEQUENCE FOR SINGLE FAMILY LOTS SEDIMENT AND EROSION CONTROL 1. Wake County reserves the right to require a site specific erosion control plan to be prepared and submitted for the 30-day review cycie. 2. As of March 1, 2019 applicants must apply online for NCG-01 Permit coverage from NCDEQ. This requirement is in addition to the Wake County land disturbance permit. 3, Obtain all necessary permits and certificates. Download standard sediment and erosion control plan for single family lots from www.wakegov.com 4. Install gravel construction entrance, silt fence, slit fence outlet and other measures as needed. Clear only as necessary to install these devices. Seed all disturbed areas. S. Call Karen Pageau (919)-796-8769, the Wake County Environmental Consultant, for an onsite inspection to obtain a Certificate of Comp€lance. 6. Begin construction, building, clearing and grubbing. Maintain devices as needed. Rough grade site. 7. Stabilize sire as areas are brought up to finish grade with vegetation, paving, ditch linings, etc. Seed and mulch denuded areas per NPDES Ground Stablization Timeframes. B. When construction is complete, and all areas are stabilized completely call Karen Pageau (919)-796-8769, Wake County Environmental Consultant for an inspection. 9. If site is approved, remove silt fence, silt fence outlet and other installed sediment control measures and seed out or stabilize any resulting bare areas. 10. When vegetation has become established, call for a final site inspection by Karen Pageau {9191-796-8769, Wake County Environmental Consultant. 11. Obtain a Certificate of Completion. JEROISION AND SEDIMENT CONTROL APPROVED PLAN DATE PERMIT NO. S- Wake County Environmental Services Sedimentation & Erosion Control 919-856-7400 ENVIRONMENTAL CONSULTANT SIONATURE May 27, 2022 BUILDER RYAN HOMES 5734 TRINITY ROAD, SUITE 200 RALEIGH, NC 27607 PHONE: 9 1 9-233-0793 VICINITY MAP NOT TO SCALE TABLE OF CONTENTS COVERSHEET OVERALL SITE PLAN 2 ' I ■ SCI-E PLAN 1 ' SITE PLAN 2 4 LOT NOS., DISTURBED ACREAGE AND DRAn4AGE PATTERN 5 TYPE TABLE STANDARD EROSION AND SEDIMENT CONTROL DETAILS, NPDES GROUND STABILIZATON TIME FRAME, AND SEEDING 6 SCHEDULE STANDARD EROSION AND SEDIMENT CONTROL DETAILS. NPDES GROUND STABR.IZATON TIME FRAME, AND SEEDING 7 SCHEDULE STANDARD EROSION AND SEDIMENT CONTROL DETAILS, NPDES GROUND STABILIZATON TIME FRAME, AND SEEDING 8 SCHEDULE STANDARD EROSIONAND SEDIMENT CONTROLDETALLS BH. NPDES GROUND STAIZATON TIME FRAME, AND SEEDING 9 SCHEDULE PROJECT NAME: L O+S S 9 WAKE COUNTY PROJECT NO.: DATE OF PERMIT ISSUANCE: DATE OF PERMIT EXPIRATION: MORRIS & RITCHIE ASSOCIATES OF NC, PC E71pNHYS, NECHIIECIS, PLA Nms, SUMMAS k LANDSCAPE ABCHIMM 5605 CKWEL HRL ROM S(RFE )r2 RA UCH, NORtf( CgROU14A Z7607 M34) 2004M3 a' Q.,NnOA I70 t A � =�ePO4E55��t�94- - SEAL - i ea.At, BUILDER ITYFN I MES 6i3 IN" ROAD,SnnE200 RALEIGN, NG 27607 PNoue: (ais7saw�ss Z Q J � CL W ,J U) O2 Z Y Oo 00 Z L OM Cj) J O J W O= 0 OD I c6 N O J l SETBACKS Franc 20'Mm, Side: 5' Mfn. Rear: 25' Mfn. Prejed No.: 20322 Date: May 27, 2022 0—By: DarynA. Checked By. J-MEe G. Seale: As Sho- Sheet: 1 Ma pp� L 'JI //r,�•f;�iv` it � Y f�/ !A ti\_ � �—r1�-f �l.sj ' r-. I � \` ; I a��-�a _�:�—,�_�_ --� ) � l > r/•/'/. r M�1 )f �� � ! ! �f�'�� sir` h ��ij! i' , e I � � rj � - "'•'��-�—.� • r 1 i _ ..- Ij�'l!! ��rl �1'";Gr �� t'i �'i 1 � r�J' i � - � _ I _ _ I f J f ,� I •:' ,' •� ' ` � E. - ti `mil _ 1 i � 1 ".'! r �-.- / g � �� J` 1 !•• i�ii'�._ / - �; ' ' � � Ire r ��i LGEND: Lm NUM. B,000 sP. I.PT AREA LOT ADORES. OR wz FLOW IN &WALE CENTERLINE OF RW PROPOSm CONTOUR -14- -- DISIING 10' CONTOUR ---_ ] ----_ also G 2• CpN1pCR OIISIING OURS PROPERTY LINE RIGHT-OF-WAY EXISTING WIffAR, S{riER EXISTING STORW "N El WAT FTIOW WATER H H BUILDNG SETBACK UNE EA.SFmswr ONE 4' GONG= WALK ExisriNG TRFDJN� V V LOiS SUBNfiIED 6C PWI MORRIS & RITCHIE ASSOCIATES OF NC, PC ENGINEERS, N HIIECIS, PLANNERS, SURVEYDRS h IANDSWE AACNTIFT:3S 5605 CHAPELMIrL ROAD SUITE fr2 R4LEIGH, NORTH CARD IMA 77607 (980) 2M2103 WWw.mra9le.wm 63r4 \rowtl56 PRCMEASSaL xC,a 4\\\, NIIIINI w5>:Sur p PSN CARO���. ?�aaDFkss%okF�' s ( SEAL r i 034417 t - �,9 •LFN11ry 11 V�512i11? BUILDER RYAN HOMFS 5734 TRINrrY ROAD, SUITE 2w 'LEIGH. NO 2MYT PHONE: (919}2330]9.T g2 8 0 z Z Qr Q -I W SETBACKS Ffanl: 2D' Min, Side: 5 Min. Rear: 25 Min_ PrajecL No.: 20M Daps; May 27. 207E Drawn By: Da,Yn A, Checked ey: Jamie G- Se'le: T'=l90' Sheet 2of9 [it2a;'EIRTF'R1Eai?sF9C_IdwA.f21r?o? S:Sils1'.YL PAANEsia NOTES: 1. This sheet indicates the limits of disturbance for the shown lots. Standard erosion control measures including silt fencing, construction entrance, and silt fence outlets shall be installed on each lot in accordance to the Standard Details provided in Street 6 of this plan. 2. Inlet protection devices shall be installed on all curb inlets and drop inlets immediately down gradient of disturbed lots, 3. Contractor shall be responsible for regular street sweeping cleanup for the duration of the construction. 4. Additional information on specification and installation guidelines can he obtained from the State Erosion and Sedimentation Control Design Manual. https;f[deg.nc.goviabouttdivisions/energy-mineral-land-resources/erosion-sediment contrct Iw rt� O1I-P I��� : IYMIWJffiP: � / SINGLE FAMILYLOT NO. DISIIRBED AREA (ACRE) DRAINAGE PATTERN TYPE 28 CL18 R&D 29 EL23 R&D 30 0.25 B & E 31 EL25 B&E 32 0.25 S&E 33 0.32 S & E 34 0,21 S&E 35 0.20 B&E 36 0.22 a 37 0.24 a 38 0.19 R 39 0.18 B & D 40 0.29 R&D 41 0.19 A 42 0.20 A 43 020 A 44 0.20 A 45 0.20 A 46 0.17 R & D 47 0.15 B&D 48 0.35 8&0 49 0.17 E & D 50 PAR A&D 51 0.29 B & D 52 GJA RIAE 53 0.19 B & E 54 0.21 B&E 5s 0.14 A 56 M14 A 57 CL14 A 58 414 A 59 0.14 A 60 EL21 R&D 61 0.1B B&D 62 618 S & E 63 0.18 B & E G4 0.33 B&E 65 0.14 C 66 0.14 C 67 0.14 C 68 0.15 C 69 0.15 C 70 Q15 C 71 ass C 72 ass c 73 ass C 74 0.15 C 15 0.15 C 76 0.15 C 77 0.21 D & E 78 0,17 0 & E 74 0.17 D & E 80 0.17 O & E TOAL DISTORBED AREA 9.82 LEGEND: ED LOT NU. O,WO SF EAT AREA /O00 LOT ADOREa'S. DRNNADE F W IN SWALE comuNE OF R0.•D PROPOSED COHTOLR I � EJASNNG W WO UA ----- 2 ----- EXISTING 2' CONTOUR ""Nu GORE PROPERTY DNE RNHT-OF-WAY RI"K WICSEWER IX SO --_-'--_--- E7IISTTNG STORM ORNN E.YLSTWG WATER imN 9UITDRG SETBACK DNE EASEMENT BNE s' CONCRETE WALk E%ISTNG TRIUNE 1�/ V LOTS SVRMIIFFO ESC PVN 0W+La>f,� 2,� 0 1 a III �� MORRIS & RITCHIE ASSOCIATES OF NC, PC ENGINEERS, ARCNIIEC1% PVWNERS, SURVEYORS @ IANDSWE AACRTECTS W05 CHAPEL HILL ROAD SUITE 112 RAW(Gh' NORTH GAROHMA 27W7 j489)200-2f03 mrs9faam s swrcNieassaw+.sorac, a neoRw Y T rtAl1IAlI•• a` pSH CAg4ryA•. 's f c SEALt 0.3w17 l BUILDER RYAN HOMES S34TRINITY RMD,SURE2W RALEIGH. RC 2M7 PHONE'. {919}�Ozw 0 G J r � III L.L U) J Q7 = II.�.LNOLL/ 1 00 z Y N OU O � � O z0 U J J O O Ir I."1J SETBACKS Front: 20' Mm Side: 5' Mi. Rear. 25' Min Project Nu.: 20322 Date: May 21, 2022 cr-mW Daryn A. Checked BY: Jamie G, Scala: 1" = 40' Sheet: 3 of 9 0:�70'J'7su�EOCRUJ7LES4:_l.d�rg. LnM22454,24 M O njr I I I �1 SINGLE FAMILY LOT N0. DISrORBED AREAIA6REI ORAI NAGE PATTERN TYPE 28 0.19 R & D 29 0123 B & D 30 M25 B&E 31 0.25 B & E 32 0.25 B & E 33 IL32 B & E 34 a21 B&E 35 0.20 R&F 36 1122 B 37 a24 B 38 M19 8 39 0.18 B&O 40 Q28 B&D 41 0.19 A 42 0.20 A 43 0.20 A 44 a20 A 45 0.20 A 46 0.17 B & D 47 0.15 B & D 48 0.15 B & D 49 0.17 B & D 50 MIR H&D 51 0.18 B & D 52 0.18 B&E 53 0.19 A&F 54 M21 S&E 55 0.14 A 56 0.14 A 57 0.14 A SB 0.24 A 59 0.14 A 60 0.21 B & ❑ 61 MIS B&D 62 0.18 B & F 63 0,18 n & E 64 M33 B & E 65 a14 C 66 CL14 C 67 Q14 C 68 a15 C fig 0.15 C 70 0.15 C 71 MIS C 72 0115 C 73 0.15 C 74 M15 C 75 0.15 c 76 0.15 C 77 an D&E 78 IL17 D&E 79 0.17 D & E 30 O17 ❑AF TOAL DISTURBED ARE4 9.82 LEGEND: Ir LOr NVMBEA OA S.F. ,OMARFA ,O LOT LOT AOORISS DRQS CE R3 IN 5WALE CDIMUNE GF R- pRaP m CONTOUR - -10 -- EXI G 1W mmmo ----- ----- IDUS G Y' CONiGUR EFIseNG cups - - - PROPT90Y ONE RIGHT-OF-WAY --PURL- EX"Nu sffAFY SEw'FA IX 50 E%RAT ExisnNG STORM OIWN TJRSTING WATER MN BUIO]ING SETBACK UNE NOTES:NOTES:FASE]NE!!r ONE -. 4' CONCRETE WN t. This sheet indicates the limits of disturbance for the shown lots. Standard erosion control measures including silt .'"VWV1 EKNG TRFEONE fencing, construction entrance, and silt fence outlets shall be installed on each lot in accordance to the Standard Details provided in Sheet 6 of this plan. ms suBMmm Fsc FLAN 2. Inlet protection devices shall be installed on all curb inlets and drop inlets immediately down gradient of disturbed lots. 3. Contractor shall be responsible for regular street sweeping cleanup for the duration of the construction. 4. Additional information on specification and installation guidelines can be obtained from the State Erosion and Sedimentation Control Design Manual. hftps:[/deg.nc.gov/abDutidivisionsfenergy-mineral-la nd-resources/erosion-sediment-contrd MORRIS & RITCHIE ASSOCIATES OF NC, PC ENG ROUE S, AACHRECIS, PL 11,10 S, SURVEYORS & OWOSGyE ARCHRECTS SM5 CHAPEL HLL ROAO SUITE 112 114MGH, NORTH D4ROI,INA 27607 1994120042 03 wrmmmgla.arn csauoaRe a 19rGaEASSIXWTISGrNGPG P�Ne1OA�0A��: �ola:54PSGrp" ''Y�. 7 SEAL 5 i 034417 Ii11114N BDILflER AYRN HOME9 ST34 TRINITY Stint;2W RALEIGN.KCNC 27607 PiiDNE; 1g18i-2d3OTfyi i o 0 Z W J � 0�/ _ LL r1 00 Zfy\ o l 1�1 (l J O J L 0 LLJ SETBACKS Fr-,t 20'Min Slde; 5' Min Raar', 25' Min Pro;ed N., 20322 Dale: Mar 27. 7M Or -BY; OarynA. Checked By: Jamie G. S-a . 1" - 40' Sheet 4of9 nuw2z�svescti. ;+^�Esc_T.a.F.vnnoz±4:s3:menL DnwnIK TREE PROTECTION FENCE SILT FENCE (SEE NOTES) OUTLET g [',-SILTFENCE � I { I I� �I RIGHT OF WAY I CONSTRUCTION y ENTRANCE SILT FENCE OUTLET WATTLES -;OAD TOP OF SWALE AS NEEDED WAY EDGE OF TYPE A PAVEMENT TP TP TP TP I 11f I I I y 8'RETURN ROADWAY TYPE B I� �I I� I I � I 8' RETURN - SF__ - SL ROADWAY TYPE C TYPE D I I ROADWAY TYPE E NOTES: I. Tree protection fence should be installed along the rear property 8. Inlets downstream of disturbances should be protected, streets line when adjacent to riparian buffer zones, wetlands and/or 25 ft. should be swept as needed when sediment is present, and erosion LEGENDS Tree and Vegetation Protection Zone. control measures removed or damaged by sub -contractors or 2. Install silt fence on low elevation sides of each lot and install silt utilities shall be re -installed at the end of the work day. fence outlets shown on schematic/diagram and as needed. 9. Details for silt fence, silt fence outlet, construction entrance and FLOW DIRECTION 3. Install silt fence within 10 feet of property line on all sides of lot other measures are provided on other sheets. to avoid conflict with septic system. It is the responsibility of the 10. Erosion control details are not drawn to scale. - SF - SILT FENCE builder to avoid septic system conflict with silt fence installation. 11. Verify the land disturbance does not impact septic field or repair 4. Construction entrance should be installed for each lot and field field as this may void on -site waste water permit validity. DIVERSION DITCH located. 12. If lots are contiguous and have different land owners, lots can not ( WATTLES 5. These details are for only lots with disturbed area less than one share the silt fences. Each lot should have individual silt fences. acre. 13. Standard erosion control plan does not cover the following: TP TREE PROTECTION FENCE 6. If the disturbed area is greater than one acre, a custom erosion a. Basement lots control plan should be submitted for the 30-day review cycle. The b. Lots with greater than 5 feet elevation between the toe of slope SILT FENCE OUTLET plan should address berms/diversions and sediment traps and and/or lots with greater than 10 feet elevation of the disturbed WATTLES basins. area from front to back 7. If multiple lots share silt fence with none installed between the c. Lots with concentrated flowlswales between them DRAINAGE PIPE lots, a revised plan will be required and a Notice of Violation d. Lots with Stormwater Control Measures (SCMs) for the (NOV) with civil penalty will be issued. individual lot CONSTRUCTION ENTRANCE e. Lots receiving offsite concentrated stormwater. A couNr NORT][C.4ROLINA TYPICAL INDIVIDUAL LOT SEDIMENT & EROSION CONTROL MEASURES DETAIL EFFECTIVE: 4/15/19 A-2 SINGLE LOT NU. No. DISTVRSED AREA [ACRE) DRAINAGE PATTERN TYPE 28 0.18 B & D 29 0.23 B & D 30 0.25 8 & E 31 0.25 B & E 32 0.25 S & E n 0.32 B & E 34 0.21 S & E 35 0.20 B&E 36 0.22 B 37 0.24 B 38 0.19 B 39 0.18 B & D 40 0.29 B&❑ 41 0.19 A 42 0.20 A 43 0.70 A 44 0.111 A 45 0.20 A 45 0.37 a&D 47 C.15 B&D 48 0.15 8&D 49 0.17 B & O 5o 0.16 S&D 51 0.18 B & D 52 ais B & E 53 MIS B & E 54 0.21 B&E 55 0.14 A 56 0.14 A 57 0.14 A 58 0.14 A 59 0.14 A 60 0.21 B & D 61 D.16 B & D 62 D.fe A A E 63 0.18 B & E 64 0.33 S&E 65 0.14 C 66 0.14 C 67 a14 C GR a15 C 69 cis C 70 ass C 71 0.15 C 72 ass C 73 0.15 c 74 0.15 c 75 0.15 C 76 0.15 C 77 0.21 D & E 78 0.17 D & E 79 0.17 a & F 80 0.17 O & E TDAL DISTURBED AREA 182 � # ii+� MORRIS & RITCHIE ASSOCIATES OF NG, PC ENUNEERS, ARCHNELTS, PLANNERS, suRVEYDRS & uNOwse AnCIll= 5M CHAPEL HNL Rd SUITE 112 RALEIGH, NORTH GARMNA 27607 la94) ZOO2103 mVlrmmg+ac nsrtlsa RrmNieass mores [u rA Q,tH CAApti+. 2� �FESyrjG'� 17•Lyy *ROL BUILDER RYANH-ME$ ST44TRINFY ReAG, SUITE zoo PALUGH, NC 2MT PHONE (919)-234 M 0 0 Z Q Q a_ LU 0 J 0 EL I 00 Z Y N O O ]- om0 J U) J O w SETBACKS Front 29 Min. Side: 5'Min, Rear: 25' Min. om I i 4 4 Prolecl Nv 20322 Date: MaY 27, 2022 Drawn Ry; DarynA Checked By: Jamie G. Scale; As Shorn sheet 5d0 i... n�_ZSOESCL 1}ESC_1,4ng 5�2T,'_OSZJ:S{33 P\L I1AABgciu MINIMUM 10 GAUGE LINE IMRE5 fill■■■■■■■■■■■■■■II�II Illy ��■ ■��.,���.I�IIr Ili����f■■■ii■�•s::����Ilr i��5i� �I3I�>��!■■■!.h,� JJr'v 51i" ��A y"air IIy IFRONT11.0 MINIMUM ]2-1/Z GAUGE INiERME01AlE WIRES :—GRADE STEEL POST NOTES. L WOVEN WIFE FABRIC I. Um sill fenc.anly when, d,ai,mys eaa J,xs not STET FENCE FABRIC rrJ IH xn anJ nnn innncu nfmncumrnci new_ l. Ranncx Jeprci[etl saliment when 50°:caPeci,y is hpJ mtamuaMrJ ro poviJr uwugr volutx Wr thenu.a rain cunt m,Jm remw.c hvd,enlic pramrc iu m tne,0t kn.<_ %III. FILL SLOPE 3. 1 szx zil[frnttuxeYlY cu[d TAe,meh I- I,. - 1 GR0.Or COVER ANCHOR SKIRT AS mkE.tro R Y ENGINEER r�_ SIDE VIEW A COUNTY STANDARD TEMPORARY SILT FENCE DETAIL EFFECTIVE: 4115119 11N SILT— I li ti 8 7 NOTES_ I. RrnNrearaimrm wAan muar,Nnennlml� FRONT VIEW III �� u xft.lER lfnbRlL E RePiare zcmeas,eeJeJmf ilim4 Jewal.nn1;. I( µ��w6R#N� 3. SWxwrticuahou;d be plvxJ mt few eleraliun anus sa[¢ rlrra a �If• wF Il knee and hssMo ficlJcnnSi,iu,u. yUf rt, SlEtl yEtKE ter J. Ptt NCGJtl, imya, Dude minJ anrea w.M s,ul SEr wx aaa�r l.� yPn sl�l� � ancrmrh l"mmwcnl. Compinc my nquind waepvnfs 0nrll� GROUIrG 110 mlcE wpai� mnwdiatdl•-Ftmlmn amen "itro uahtrcnt vmpla[ian raceJe E inches. Knp nm,h Rtt,rf Jebria In pNyiJeaJryua,e flow, •.� !. ifartNnaciwhrnJ Fa•rl rM,uldmNlry dc,ih Ruxu vxLi,Fron woe\ w s 11LIW rn X awt P fuRY xNf FFNLE .Nrp xaAnvra� crera � `II[giE0. p8 WAEP fpl�Ce (F r R r a A Si VIEW COUN STANDARD TEMPORARY SILT FENCE OUTLET DETAIL EFFECTIVE: 4119119 _ PLAN MEW A»4 A-5 NEW Emsttic n0poway 30'-0- WNIYUH GON5IAVONON - 2r�-r',�-.sa'� v i.T R FAUNiC UNDER SrOIIE A CROSS SECTION COUNT STANDARD RESIDENTIAL CONSTRLiCTION ENTRANCE DETAIL A-6 EFFECTIVE: 4111119 FLAN VIEW SECTION MEW NOTES: ldp - - phiunc,em,el efaNimmt-laden ...i rcnm.,..,,�u�m rm..nn„ems Ir,.pavw„wAly >na °�:Ia<e,meee,�maea,��n�reera.$�, pw,iJr eaeyaa� Iww- STANDARD INLET PROTECTION DETAIL A-7 T I>ura —Ii,:p,rvmnme,dntimrs Furlete WinomEeay 3p,iar Tempmury aeeail,Y reavmmenJu,utna fu, Smnmer Tp P_iy'P,,Iwg mvmmerW:uiam fur Tdl trading Si Gelling Allarn,v Seening Slisture Si RamlLNatte) 9Pcdrs RUrlLbucNl Split[. RmclLNmal A1`t'Igrmd L'-0 [wemo 111R 4n Aye Ill),Lmunl IopN.m, IKobc in Pi.vlmunz aCu aal Pluin. Nl Korean in Slambinsl 50 Sexdingd.4 Seeding dMm: UmitumuM Lypvduxa when Jurati,meftemPamryaura isnwm hlmmninx� play 15-hug IS fimM,nt- M"i 4ng1 Cnrml Ploin-April l5-Aug15 Mavntoitu- Aug 15 -Ukc li PieJimw,t- Augl+-Dac 11 Cowl Ploia-Aug lS-1n 15 eatrnd new,d Jam,. 9.di.g Jemt Soil A—dmrnts: Soli Amandm ... M1lountdm- Abore l.SWf cFeb lS-nny 15 Fnlluw mum,rxnda[imxufsail,cxs uropPly'_tuNmar foRmv,r<em .,dminiys ofmEld�or ayy,ly 2lnnhvr BeEew 3.5W hc1:FM I-Mnyl Em„nJ uyniubmul EimeuonemJlA6016xa IO-10.1R fmilizm. pnNrJ uyrirnburul limeanneunJ I,OW 164xrc 1M1lfF10 feniliser. WI Amendutenh: efseil noes mepplyI. \fulrh: R[ulrh: ni,egto,md Wm.,,nam,nu,uU,iow agdruiNrcilim,amnn mJ I.UM]IWxm10.1tl-10 krdlir<r. A'PIY I,IxAYTSScn•ANrr. AnchurafruwbyuaylulY. hny eramulrh 1lu6ng W. A JWc w nhhleJ.sxt Acp[y l,N#1Nuacstmw_A-hursTraw by ai 1t uaL, n;mS eramulchprwhmingtawl,polsk with ado act AMf4,uadY auaigntrm be uxd .ua muhhiag mmM,iPg moL ucnAY nnight nnM usedaemulehing omhodng nwl. ppplYJ,a001Nacrcnmw. A1Khornmw by sspltdt mcY.nulimg ur Ich ancltadng,wl. A JUA with blahs xE needy straight ron b: 3[xlnNnenea Afolnrenunee: u..l asumulchinu mcnnons xeaE Rc-Ye[JlYx iflmntA is mt PollY ada;mtc. RuxW, rc-fmilim Repairaml maintain damaS.W omssiumNu[cly. TRPhrss Ale[nlrmna- - aN mulch iuunrdialelY (allminy<mviao ood atlurJamage. wmh Su l6lw,r efnitmgrn in blareh l(it is omusaty eatrndlempnnry rnwtbeyond Juno ]5,nwrsnU wt[h 5R Rc-k,dlix if gmurh is mt Polly vEcgme Retell. rc-Rniliae:ma mach imtttNiate;y Nllvriny enainn arxlatha Jrmape. INwre Kuhr IPiNmnnl atW CWaI Plairtl nr Kuraan {\lurnlnins) Irspmleea in lute FeM„ery nreody )Enah PERMANENT SHOULDERS, SEEDING REQUIREMENTS SIDE DITCHES, SLOPES FOR 11131 Dal. Type Plaetln Nate Aug 15 - Hen 1 Tan IF .Rue 300 Lbal— i 1 -Mar 1 Tall Fescue A Ab -. .Nye 300 lbalacn Hart-Apr15 TaIF Fescue 3aa lbxlaute Ai 1130 Hulled HermutlCommon egrazs 25 lbalecrs 1251bala,, fTon JUI i.Au 1S 8 Till Fescue AND Vmwni Millet or SorghumSuden FRecuel; 3513elacre erownmP Mlfl etl; 3d Hyhdda•'• Ihslacre (3ovghem. A slzaan Hybdaa DUNTY SEEDING REQUIREMENTS A -IA EFFECTIVE NEY19 NPDES Slormwater Discharge Permit for Construction Activities (NCGD7} NCDENRDIvislort of Energy, Mineral and Land Resources STABILIZATION TIMEFRAMES lEffeptive A0g.3, 2011) SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS f T Perimeter dikes, swales, ditches, slopes 7 days None High Quality Water (HQW) Zones 7 days None Slopes steeper than 3:1 - 7 days If slopes are ID'or less in length and are not steeper than 2:1, 14 days are allowed. Slopes 31 flatter 14 days 7 days for than 5B' in length. or slopes greater OAll other areas with slopes flatter than 4:1 14 days None, except for perimeters and HQW Zones, "ounn WWW.nc8lyArg � � MORRIS & RITCHIE ASSOCIATES OF NC, PC ENOINEERS, ARCHITECTS, PLWNERS, SuWMAS d: IANOSCP➢E AACHTIECTS Ssas CHAPEL NIL{ RCAO SURE r12 RALL7GH, NORTH CAROIJNA 2rii07 1984) 2MM3 .mragfa.avn cNaG A WrcWf AssouArfs t.xc, Pc a a.�P�N rCAgO .I,y ?p Q�aFlssb'a5� z I SEAL l D3,W17 rhIJ tr�lt�'1 ,,ynnz BUILDER kYAN HOMES 5714 Tl iY NCMD, SUITE 200 NC 2 RpLEIOH, 760T 1 (911 Z O R Z z z Q Q G 3 W U) J O = o LL 00 � I Z � N 0U O O O � (n J O J 0 w SETBACKS Frent 2G' Illn. Silo: B' MEn Renr: 25' Mln. Project Na.: 20322 ❑ate: May 27. 2U22 Clown By- Ii AL Checked By: Jamie G. Scale: A. Shown Sheet 6afg G:rW3=2.51TE5(�!o!?tiFSC_IPay. 1rP A?'_15iaa9 W,Lv MN.im GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction. SECTION E: Required Ground Stabilization Timeframes Stabilize within this Site Area Description many calendar Timeframe variations days after ceasing land disturbance (a) Perimeter dikes, swales, ditches, and 7 None perimeter slopes (b) High Quality Water None (HQW) Zones (c) Slopes steeper than If slopes are 10' or less in length and are 3A 7 not steeper than 2:1, 14 days are allowed -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, (d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed -7 days for perimeter dikes, swales, (e) Areas with slopes ditches, perimeter slopes and HQW Zones flatter than 4:1 14 -10 days for Falls Lake Watershed unless there is zero slope Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: Temporary Stabilization Permanent Stabilization • Temporary grass seed covered with straw or • Permanent grass seed covered with straw or other mulches and tackifiers other mulches and tackifiers • Hydroseeding • Geotextile fabrics such as permanent soil • Rolled erosion control products with or reinforcement matting Without temporary grass seed • Hydroseeding • Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered • Plastic sheeting with mulch • Uniform and evenly distributed ground cover sufficient to restrain erasion • Structural methods such as concrete, asphalt or retaining walls • Rolled erasion control products with grass seed POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1. Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3. Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. 4. Provide ponding area for containment of treated Stormwater before discharging offs[te. 5. Store flocculants in leak -proof containers that are kept under storm -resistant cover or surrounded by secondary containment structures. EQUIPMENT AND VEHICLE MAINTENANCE 1. Maintain vehicles and equipment to prevent discharge of fluids. 2. Provide drip pans under any stored equipment. 3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the project. 4. Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5. Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE I. Never bury or burn waste. Place litter and debris in approved waste containers. 2. Provide a sufficient number and size of waste containers {e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4. Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5. Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6. Anchor all lightweight items in waste containers during times of high winds. 7. Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. 8. Dispose waste off -site at an approved disposal facility. 9. On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1. Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3. Contain liquid wastes in a controlled area. 4. Containment must be labeled, sized and placed appropriately for the needs of site. 5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. 1. Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3. Monitor portable toilets for leaking and properly dispose of any Leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. EARTHEN STOCKPILE MANAGEMENT 1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3. Provide stable stone access point when feasible. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. NORTH CAROLINA t'AlEnvironmental Quality ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER t > E�i I saxr�-�i� FLAK euw ro�"vm�'"d"`"�"im.: w��% amens �rinn m�*r RrL nV SRAr 4ASNE1 IT STRUCTURE ARnVr GRAJ1F) A n CT91 ff`n1R{ CONCRETE WASHOUTS 1. Do not discharge concrete or cement slurry from the site. 2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3. Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4. install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority far review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. S. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not he pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must he pumped out and removed from project. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. 7. Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8. Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9. Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's Instructions. 10. At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. HERBICIDES, PESTICIDES AND RODENTICIDES 1. Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions. 2. Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps In case of accidental poisoning. 3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4. Do not stockpile these materials onsite. HAZARDOUS AND TOXIC WASTE 1. Create designated hazardous waste collection areas on -site. 2. Place hazardous waste containers under cover or in secondary containment. 3. Do not store hazardous chemicals, drums or bagged materials directly on the ground - For questions and assistance, please contact NCDEQ at 919-707-3639. NCGO I GROUND STABILIZATION AND MATERIALS HANDLING A- I2 !C�n i - - 81 10 i-i�n a .� MORRIS & RITCHIE ASSOCIATES OF NC, PC ENGINEERS, µrHWIS. PIANNFFS. sUR&'YORS k WNSrIPE mcHITM 5005 CHAPEL HILL AuAia SUITE f 12 RALE'GH, NORTH CAROLINA 27007 (P&)20P2103 Nw -ge- „ainnuta aN`phSH CA. 0111, � S=6J40EE89��ti'� J{9 7 - f SEAL - t 03141] �N,a BUILDER RYAN HOMES 5734 TRINITY ROAD. SUITE 200 RALEION. NO 27 7 PHONE:(919}- 3 793 a 0 Q �] w C0 J Q o O = co C+0 Z N OU O � O Z J O 02 C/) J J O 0� O W SETBACKS Fmnt ZYMin, Side. SMIq Rear. 29 Min_ P:oJect Nn.: 20322 Elate, May 27, 2622 Dl By: Daiyn A. Checked Hy: Jamie G. Scale: As Shown sheet 7.19 1r..1P9^S54'ESL 313r{3[ I.d.�.521/bnJ:5J:39 Phl DAAllp�itt PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF -INSPECTION Self -inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be €n jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. Frequency Inspect {during normal Inspection records must include: business hours (1)Rain gauge Daily Dailyrainfall am is. maioWied in If no daily rain gauge observations are made during weekend or good working holiday periods and no individual -day rainfall information ormatian is order available, record the cumulative rain measurement for those un- attended days (and this will determine if a site inspection is needed). Days an which no rainfall occurred shall be recorded as "zero." The permittee may use another rain -monitoring device approved by the Division. i2) E&SC At Feast once per 1, Identification of the measures inspected, Measur_s 7calendar days 2. Date and done ofthe inspection, and within 24 3. Name of the person performing the inspection, hours of a rain 4. Indication of whether the measures were operating event g 1.6 inch In properly, 24 hours S. Description nfxtaintenance needs for the measure, 6. Description, evidence, and date of corrective actions taken. (3) Stormwater At least once per 1. Identification of the discharge outfalls inspected, discharge 7calendar days 2. Date and time nF the inspection, outfalls (Sous) and within 24 3. Name of the person performing the inspection, hours of a rain 4. Evidence of indicators of stormwater pollution such as oil -out >1.0 inch in sheen, floating or suspended solids or discoloration, 24 hours 5. Indication of visible sediment leaving the site, 6. Description, evidence, and date of corrective actions taken. (4) Perimeter of At least once per _ If visible sedimentation is found outside site limits, then a record site 7 calendar days of the fallowing shall be made: and within 24 1. Actions taken to clean up or stabilize the sediment that has left hours of a rain the site limits, event 2: 1.0 inch In 2. Description, evidence, and date of corrective actrons taken, and 24 hours 3. An explanation as to the actions taken to control future releases. (5)Streams- At least once per If the stream arwetland has increased visible sedimentation or wetlancs ons€te 7caiendar days stream has visible increased turbidity from the construction or offsita and within 24 activity, then a record orthe following shall be made: {where hours of a rain 1. Description, evidence and date ofcormctive actions taken, and ccessible) everi 1.0 inch In 2. Records ofthe required reports to the appropriate Division 24 hours Regional Office per Part III, section C, Item (21(al of this permit of this permit. (6) Ground After each phase 1. The phase ofgrading (installation of perimeter E&SC stabilization of grading measures, cleaing and grubbing, Installation of storm measures drainage facilities, completion of all land -disturbing activity, construction or redevelopment, permanent ground cover). 2. Documentat€on that the required ground stabilization measures have been provided within the required timeframe or an assurance that they will be provided as soon as possible. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. °�� NORTH CAROLINA ..:t« Environmental Quality PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING 1. E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be documented in the manner described: Item to Document Documentation Requirements (a) Each E&SC Measure has been Installed Initial and date each E&SC Measure on a copy and does not significantly deviate from the of the approved E&SC Plan or complete, date locations, dimensions and relative elevations and sign an inspection report that lists each shown on the approved E&SC Plan. E&SC Measure shown on the approved E&SC Plan. This documentation Is required upon the Initial Installation of the E&SC Measures or If the E&SC Measures are modified after initial installation. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC Plan or complete, date and sign an Inspection report to indicate completion of the construction phase. (L) Ground cover is located and installed Initial and date a copy of the approved E&SC in accordance with the approved E&SC Plan or complete, date and sign an inspection Plan. report to Indicate compliance with approved ground cover specifications. id) The maintenance and repair Complete, date and sign an inspection report. requirements for all E&SC Measures have been performed. (e) Corrective actions have been taken Initial and date a copy of the approved li to E&SC Measures. Plan or complete, date and sign an inspection report to indicate the completion of the corrective action. 2. Additional Documentation In addition to the E&SC Plan documents above, the following items shall be kept on the site and available for agency inspectors at all times during normal business hours, unless the Division provides a site -specific exemption based on unique site conditions that make this requirement not practical: (a) This general permit as well as the certificate of coverage, after it is received. (b) Records of inspections made during the previous 30 days. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically -available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard -copy records. (c) All data used to complete the Notice of intent and older inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41) For questions and assistance, please contact NCDEQ at 919-707-3639. SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1. Occurrences that must be reported Permittees shall report the following occurrences: (a) Visible sediment deposition in a stream orwetland. (b) Oil spills if: • They are 25 gallons or more, • They are less than 25 gallons but cannot be cleaned up within 24 hours, . They cause sheen on surface waters (regardless of volume), or • They are within 100 feet of surface waters (regardless ofvolume). (a) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCIA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (b) Anticipated bypasses and unanticipated bypasses. (c) Noncompliance with the conditions of this permit that may endanger health or the environment. 2. Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the t)meframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at (800) 662-7956, (800) 858-0368 or (919) 733-3300, Occurrence Reporting Timeframes (After Discovery) and Other Requirements (a) Visible sediment . Within 24 hours, an oral or electronic notification. deposition In a . Within 7 calendar days, a report that contains a description of the stream nr wetland sediment and actions taken to address the cause of the deposition. Division staff may waive the requirement for a written report on a rase -by -case bass. . If the stream is framed on the NC 303fdi list as impaired for sediment - related causes, the permittea may be required to perform additional monitoring, Inspections or apply more stringent practices if staff determine that additional requirements are needed to assure compliance with the federal or state Impaired -waters conditions. (b) oil spills and • Within 24 hours, an oral or electronic notification. The notification release of shall include information about the date, time, nature, volume and hazardous location of the spill or release. substances per Item 1(b)-[c) above (c) Anticipated • A report at leastten days before the date of the bypass, if possible. bypasses (40 CFR The report shall include an evaluation of the anticipated quality and 122.41(ri effect of the bypass. (d) Unanticipated • Within 24hours, an oral or electronic notification. bypasses [40 CFR • Within 7 calendar days, a report that includes art evaluation of the 122.42(m)(3)] quality and effect of the bypass. (e) Noncompliance . Within 24 hours, an oral or electronic notification. with the conditions . Within 7 calendar days, a report that contains a description of the of this permit that noncompliance, and Its causes; the period of noncompliance, 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 environment[40 continue; and steps taken or planned to reduce, eliminate, and CFR 122.41(1)47)] prevent reoccurrence of the ne ncompl€ante. [40 CFR 122.41(1)(6). . Division staff mat waive the requirement for a written report on a case -by -case basis. NCGO 1 SELF -INSPECTION, RECORDKEEPING AND REPORTING A-13 v rth $1 �a Mina www.ncB7torg IM t� yr*tom I MORRIS & RITCHIE ASSOCIATES OF NC, PC ENGINDAS, ARCHnECiS, PLANNERS, SURYMR5 k IAHCSCAPE ARCHrrEGM 56" CHAPEL Mill ROAD SUITE n2 RALEION, NORM CAROLINA 27607 (M) 2wvw wwn.nxaala.c nmavOui noneAssr ssss�gH CAAry+. ��}P fE3$roO�rrl.S l SE4L = _ i OaAd11 t , Ynn� snm BUILDER RYAN 5734 TRILBY URE 200 RALE,NC ROAD, S27807 PHOLE: !j9S919>- }a33a793 Z LU J U) OQ Z 00 U O Z cr_ O U) _j O J cj�O W = O I OD N O SETBACKS FLont 2aMln- Side: 5'Min Rear.- 25' Mur Protect No.' 20322 D.I. May 27. 2022 Dr.- By: Darya A. checked By: Jamie G. Deal.: As Shown Sheet a of 9 r;?293_r5tTF5('L'atL Ld„t. s,n2oM154_ft PhL br..Vleeic SILT FENCE 1' ANCHOR PLASTIC LINER WITH N57 STONE BERM SILT FENCE — 25'MINIMUM NOTES: 6' 2' 1. ACTUAL LAYOUT TO BE DETERMINED IN FIELD. 2. THE "CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FEET OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 3. PIT CAPACITY IS MINIMUM OF CUBIC FEET PER'10 CUBIC YARDS OF VEHICLE ENTRANCE CONCRETE. f g 2% SLOPE L �- 9. CONCRETE WASHOUT PIT SHALL BE PUMPED OUT ON A REGULAR BASIS BY 1. PIT SVMP Z VACUUM PUMP TRUCK. ' —KEY IN REMOVABLE LINING 10 MIL PLASTIC UNING SECTION A -A SILT F-1-© L0.® "CONCRETE WASHOUT" SIGN (SEE NOTE 2) PI AN VIFW 10 MIL. PLASTID LINING SECTION B-B PLYWCCD 41r'x24" PAINTED WHITE — J. J. OT SCREWS Ij SIDE VIEW -SILT FENCE ANCHOR PLASTIC LINER WITH 957 STONE BERM FRONT VIEW UEACK LETTERS 6" HEIGHT — 3"R3"AIF WOOD POSTS "CONCRETE WASHOUT" SIGN DETAILS CONCRETE WASHOUT PIT CONSTRUCTION SITE WASTE MANAGEMENT AND SPILL CONTROL Per the NCG-01, the Constnlction Site Pollution Prevention Plan should include the following elements: Material Inventory Document the storage and use of the following materials: a. Concrete b. Detergents c. Paints (enamel and latex) d. Cleaning solvents e. Pesticides f. Wood scraps g. Fertilizers IT, Petroleum based products 2. Good housekeeping practices a. Store only enough product required to do the job. b. All materials shall be stored in a neat, orderly manner in their original labeled containers and covered. c. Substances shall not be mixed. d. When possible, all of a product shall be used up prior to disposal of the container. e. Manufacturers' instructions for disposal shall be strictly adhered to. f. The site foreman shall designate someone to inspect all BMPs daily. 3. Waste management practices a. All waste materials shall be collected and stored in securely lidded dumpsters in a location that does not drain to a waterbody. b. Waste materials shall be salvaged and/or recycled whenever possible. c. The dumpsters shall be emptied a minimum of twice per week, or more if necessary. The licensed trash hauler is responsible for cleaning out dumpsters. d. If fertilizer bags cannot be stored in a weather-proof location, they shall be kept on a pallet and covered with plastic sheeting which is overlapped and anchored. 4. Equipment maintenance practices a. If possible, equipment should be taken to off -site commercial facilities for washing and maintenance. b. If performed on -site, vehicles shall be washed with high-pressure water spray without detergents in an area contained by an impervious berm. c. Drip pans shall be used for all equipment maintenance. d. Equipment shall be inspected for leaks on a daily basis. e. Fuel nozzles shall be equipped with automatic shut-off valves. All used products such as oil, antifreeze, solvents and tires shall be disposed of in accordance with manufacturers' recommendations and local, state and federal laws and regulations. Carolina VWWAC811.8� �.� . MORRIS & RITCHIE ASSOCIATES OF NC, PC ENGINEERS, ARcHNECTS. PLANNERS. Sl1RVMRS @ LANDSCAPE AMINTMIS WO CH4PF[ HNl RM9 SUITE 112 RALEIGH. NORM CAROLINA 27697 1964T 2004103 agb ,,p I111tl AC .90 PRy. ?2p Qppf ESS�,��9'rL�n { SEAL l 034411 BUILDER RYAN HOMES 57N TRINITY ROAD. SURE 20D RALEIGH, NC=T PHONE (919)-23lRTSi Z Q LU C) O = n Z � 00 U O Z m O� U) J O -' w 0 CD 00 1 00 N C/) O 0 D z 'a 11 SETBACKS Front 20'Mln. Side: 5' MA. Rear, 25 Min. Prajed Ne.: 20322 Oat: Msy 2T. 2022 , r B,aBy, Daryn A Checked By: Jamie G. Scale' ASSh— Sheet 9019 W2oi�sF.m MCSC IA.y,-Vli n 4-64:ye P.1L DA.11IE r 62 61 ' = f 38 39 40 MORRIS & RITCHIE ASSOCIATES OF NC, PC HOLLYBROOK SUBDIVISION. a! ENGINEERS, ARCHITECTS, CLANtUn SURVEYOHAPEL HILL R STE 11 AND LANMPE ARCHITECTS RALEIGH, NC 27607 USGS TOPO - ZEBULON QUA (984)200-2103 WWW.MRAGTA.COM C2021 PAORWS B MTCHIEh SMATUS NC, P.C. WENDELL WAKE COUNTY, NC SCALE: NTS DATE: 06/13/2022 DRAWN BY: DESIGN BY: REVIEW BY: JOB NO. 'll 4 LOCrJ I AAJ JIB s{ i MORRIS & RITCHIE ASSOCIATES OF NC, PC HOLLYBROOK SUBDIVISON . ■� ENGINEERS, ARCHITECTS, PLANNERS. SURVEYORS AND LANDSCAPE ARCHITECTS 5605 C RA TE. 112 LE EL NC 7$07N RCS SOILS MAP (W) 2DO-2103 WWW,MRAGTA.COM €a211JONNISARiTCHIEA950CIAOFNC.PCWEN DCLL WAKE COUNTY, OUNT/, NC SCALE: NTS DATE: 06/13/2022 DRAWN BY: DESIGN BY: REVIEW BY: JOB N0.