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Home My WebLink AboutNCC221770_Site Plan or Location Map_20220509DocuSign Envelope ID: 43D93C2B-5BEB-4BA4-B01 B-1 BE1 FD151A31 7 7� I EHISIING T1 PFA 1 Il.N NTE Ill R TYPRC Ir TYPEE lam.cH i1 cH n.V�.e .1 .,r I1 s rrEr r I ^rr� to ,1� ala a,II r 1 11—ILS TYPICAL INDIVIDUAL LOT SEDIMENT & EROSION CONTROL MEASURES DETAIL NOTES: 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. 2 REPLACE STONE AS NEEDED TO ENSURE DEWATERING. PPS' SIONf SL 5 hU.O (Sl12GE STOTO NE OR RAIAI LROAC ®AI1AS PLAN VIEW NDT>g 1. IPamll sill farce or vea Prolecnon f a ad3acrnl ro dve In I Thieve DD am De If 2 m d ed fin rh h' 1 Img over ON, ve rb f. —MOh Wd be An Rd g 6 p bl d M1 rrevc a 10 .1 MINIMUM OR us bel SL d S p W ly rfm�dn Rack d Mffpbb,I OF VF PROPOSED -tl'JfSAY. WHICHEVER 3 MaM hurl ro mud ,bG I g b Ca E mriE GREATER. I requ Part, d al t eduDem lad el and re lac lh flesh s Umn m telY �mwe ell Ij muNscdrmmMrock hackMofFlhe lur. NEW CONSTRUCTION EXISTNG ROADWAY 1 1 II III —III —III —III—' LIER FinaR.. INTIR s aNI W CROSS SECT -ON COUNTY STANDARD RESIDENTIAL CONSTRUCTION ENTRANCE DETAIL MINIMUM 10 LINE WRES NOTE: 1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED ROW. Z. REMOVE SEDIMENT DEPOSITED AS NEEDED TO PR VICE STORAGE VOLUME FOR THE NEXT RAIN AND TO REMOVE PRESSURE ON THE SILT FENCE. aRr W W: fExrF aND xARDwW DIWIx i II �N t fA�D IN II M SECTION VIEW COUN CO STANDARD SILT FENCE OUTLET Comm CAWTHORNE, MOSS & PANCIERA, P.C. Professional Land Surveyors C-1525 333 S. White Street Post Office Box 1253 Wake Forest, N.C. 27588 (919)556-3148 STEEL POST WOVEN WIRE FABRIC LP� SILT FENCE FABRIC .I FILL SLOPE ADE „14 ' GR B' MINIMUM COVER OVER SKIRT 'I ANCHOR SKIRT AS DIRECTED BY ENGINEER SIDE VIEW STANDARD TEMPORARY SILT FENCE A-6 UTAJS 1 KIP KAP 1111 1111 N IHKU \/ l//////lll/lllllll l PERSPECTIVE VIEW / NO SCALE IxvE RIP RAP HEADWALL yR' /5 WASH/ STONE. 1'-0' THICK X AREAS TO BE DISTURBED SEDIMENT STORAGE (CUT, FILL, ETC.) � FLOOD STORAGE ZONE RIP RAP ` HEADWALL \ F(ON, PIPE NATURAL GROUND INVERT \� 7.5 3 _____________ FLOW _— CLASS 1 RIP —RAP MAXIMUM SEDIMENT (CLEAN OUT POINT) DEPTH WASHED STONE SECTION THRU CATCH BASIN FILTER AND CULVERT PIPE NO SCALE COUN 11\lllllll//// ,.,'��,'tN �'� sQ < s - SEAL - < L-4685 = c + �j •NWIIIINN4\•*• ,\ '''•, �qN PAR •��' �41 111 "tt'live" 3/2/2022 DocuSig ned �b E avv� , 6r)Avu AFSDC1951 AA8410... SOIL AND EROSION PLAN FOR LOT 35 AND 38 PRESCOTT MANOR HARRISON RIDGE ROAD D.B. 16962, PAGE 1357 B.M. 2020, PAGE 894-895 NEW LIGHT TOWNSHIP WAKE COUNTY, NORTH CAROLINA JU LY 12, 2021 100 50 0 100 200 SCALE 1 "=100' SHEET 2 OF 4 DocuSign Envelope ID: 43D93C2B-5BEB-4BA4-B01 B-1 BE1 FD151A31 N N!Vmm�'P� CAWTHORNE, MOSS & PANCIERA, P.C. Professional Land Surveyors C-1525 333 S. White Street Post Office Box 1253 Wake Forest, N.C. 27588 (919)556-3148 SECTION A: SELF INSPECTION Self -ins ec Iced d,n ,, nal business hours;,, accordance with the table p Hansa- requ g o below- vhenaaverse veeamer or site conditions would cause the safety of the inspection to bein'eo and theinsec Iddila h,,I ,the next burin 0t. on V hidh it ( p y, p tron m S ) e,,t it Is safe to perform the Inspection. In 11,—11, when a storm event of equal to Id greater than dninch occurs outside of normal business hours, [he self-insp hIn 1 shall be ,rfod IIV, on R, lt,d I. f h b d ,cobs,, ns tons P p Pec were delayed shell be noted-n th, I R tl. NOTE: The ,in Inspection resets the required J caientlar day inspection requirement. PART IN SELF -INSPECTION, RECORDKEEPING AND REPORTING B RECORDKEEPING 1EE&SOCNPIan Dacu n The approved E&SC p1b, I, veep as any approved deviation shall be kept on the site. Tne a ppro.ed E&SC plan must be kept up-to-date throughout the cozerage under this permit. The following Items pertaining to the E&SC plan shall be kept on site end available for Inspection At all times during normal business hours —1PPE.11 - (b)Iphase g g ,been complete ( G dance wan the approve, Ease rd) T mp,ew, dawan g n�napeclmn repmr� (e)ec sM1ave beentaken e 2. Additional Documentation to be Kept on Site I addition to the E&SC plan documents above, me folloveing items shall be kept on the and available for inspectors at all times during normal business hours, unless the IS, I In prdides a Itrtsp ,d, exemption based on unique site conditions that make this requirement not prcti : (a) IRIS General Permit as well oaths certdlcate of coverage, afterais recelvetl. (b) raI of inspections ma de during the prdious t 1'a. onths-The permitted shall cord the required observations on the Inspection Rerord Form provided by the inspection form mat includes all the requ; red elements. U 1Illµavla,lab,e records I. lieu of the required papercopies will be allowed rf shove,, to provide equal access Intl utility as the hard -copy records. 3. Documentation to be Retained for Three Years All data used to complete the eN DI And all inspld,dn records It, all be maintained for A period If three years IN,, project rompietion Intl made Ivallab,e upon request 140 CFR 122,41, DRAW DOWN OF PART SEDIMENT SECTION G, REM MAINTENANCEBASINS FOR OR CLOSE OUT sedlment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that veith drove water from the surface when these,dice, need to be dlI.n down for rollnt,.Inc, orclose out un less this kInfeasible The..... stance In which it Isnot reed bin to withdrew water from the s brt hIll be are(tar example times with extended cold weather). Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria hI . been met. (I) The EIC pl an authority has been provided with tlocumentetion of the non-s fA wimdrewal one the s ,ific time Redoes or modulo,,, in which It will occur. The non-suAare wlthdawal shall not commence until the E&SC plan authority has approved there— (b) The non-S.Ifi e wimerewal has been reported as an U.bdip-d bypassln ac,lb—with Part III,S—b. C, ltem(2)(c) antl(d) ofthlspennit, (I) D,.arermg tlischerges ire tr,et,d with controls to thin,mile1118191,ofPolluta.tsh.d.Alhm.erer th It is removed hom the sediment txasin. Examples of appropd It,.,b,I,,.dude prnpedysited,designedand me,.te,.,d de.8t,,i,g to nks.,I, t ke, and filtrIbb. systems, (d) V, d pl d ofthe It.,I,Iproperly desgned stone pad s used bothf .bl t the outlet of the d g d d "bd ()I (e) \reloc d" "p " d.ces such as check dams,,edment traps, and rpraparep .did h d" harge Pont, of llld "gd d (d b,h. removed hom tb,de.ater.gtreatmenttlev asstl-IddI.Item(c)I—,, d'sposed of'. I manner that d otceured,po"o. of s,d,.,,t mt, aters of the Uot,d States. PART IN SELF INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING I. Occur en s that Must be Reported r ce e e. 1repent fnlnwing nturrrence_� a1 vem„sedl.11t dep 1.eam 1IUI1 a strI,—It.d. (b) bi',Rlldd Tilly 5g1tics nr more. Thy less than25gellons but lnnIt be leaned p 'h,. 24 hours, Th a sheen on surface v. I—Sh,egardless of. ) or Th V eith'n 100 fill[ If,urfaec It,d (119-1111 If ludic). (c) Ideal- of hazardous substances in excess of reportable quantities under Section 311 If the Clean Water Act (Ref, 40 CFR 110.3Ind 40 CFR IITS) or Section 102 of CERCLA (d) Anttpated bypassesrand u.a.ticipdt,d bypasses (e1 enmronpliance ,ththe annd,t,.,, of cols perm¢ mat may endanger—thor- 2 Reporting Timeframes and Other Add — ,'I pe,nbte b... , aware of an occurrence that must be reported, heshdl rontact roe approprmte Dni:ion regional off�a, .moth the Hmefmme, and m aatoraana, with fee otherrequirements listedbelow. Occurrenres outside do bl,lbusinesshours mayalsobe reported tome Department's Emxironmental Emergency Center personnel at (800) (a) VI es ,Art aryl an o, ha 1(b)(clab (c)An p es 14p 41(ml(3110P sbejare eaatFe ss, Uoa an uauon ottn nucpatea qua,ity Intl (d) un es OR I'd 122 41(m)(3)I atinduaesan eva,uauon ottne tie hypo (e) No R 1zz41n)Ti)I eu 14p e41(Ufa1- NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH ,;��,2,A,T.1,014 Implem,n g b tl 'I d p f b pl h ',I h 'tin aRvty beg 'd d pl 'hh6 d5RI' dM 'IH dl'g nsI, h d h p perm [tee h 1, PI " h h d d PI pp,d b h delegated h h ." g"u d. Ild d p f h h h may not a pply d span ding on It, con dto.s Intl b e de legated lutb rty bay.gfursdRio.. SECTION E: GROUND STABILI2ATION Required Ground Stabilization Timeframes Site Area Description -Idilize within this man, caientlar days after ceasing land disturbance Timet..K variations (I) Peril ,ter dike, es, dltche, Ind p,rim,r ,tslop,s T None (b) High Duality Water (HCl\N)2 11 N one (c) SI ,sste ,rthIn 3 1 If p,s are l0'or less in length Intl are ,,p,, than 2:1, 14 days are awed (d) Slopes 3'. It. 4:1 14 -] days for slopes greater than 50' in ength Ina with slopes steeper than 4a -] days for perimeter dikes, ,wales, dittoes, perimeter IdpI... d HOW Zones -1D days for Fens lake Waershed -) days for perimeter dikes, ,wales, (e) Ar,Is with daps ditch,4 prim ,tt9ll s Ind Hall zones Hatter than 4.1 14 -1D tllys for Falls le k, Watershed unless there is zero slap, Note: ARer the permanent cessation of cors[ru, n lctivitle, any areas with empoary ground stabilization shall be converted to permanent ground st,bib lion as coon as pr_SIR l but in no Is, longer then 9D calendar days Sd,r the lest lend diA.rb,.g Iddlemporary ground stabzation snail be maintained in a manner to render the ,.viola stable against accelerated erosion until permanent ground stabilization I,chid eo d. DSTABILIZATION Stabllizethe gmund sufficlentlysI fair, n wl ll not tl lslodge the mil. Ure one of the technique In the table below: AND ES P1Ly Sel ec[fiouule nttstthat) a re opproprlates forthesol is being exposed dud.g ting from the NC DWR I Ist ofA➢Proved PAMS/Flocc Ell— Applyrfloaulants at or before the inlets to Erosion and sediment Control Measures. Apply floaulants at the concentration, specified in the NC DWR list ofApp.ld PA Ms/Floc tlonm end In Iammance with the man otactorefs inst—b.s. 4. Pmvl I, pondi.g area for roe I ment of treated Storm.erer before di — Sing offsite 5. Storefioccum.ts I n l-proof cors that are kept u.de, Ah.h.- resta lnt rover unded by eak ntaine I, dryronI men[ EDDIPMENT AND IEHICL MAINTENANCE 1. M' hi, I and equipment top d herg, of fluids _ 1,d,.dd JbPp s a naeranV stored, 3 Iddi,thy 1.11k,d Idp1d 111— 1, —6., k g q p hom the Prole, 4. Collect all sP,,tfiid p tlp p lydp b az_artlous waste( yl h p 'bl f. 5. 1e 111-1.9 veh'I ntl cons d.equipm ft.d. 11111d, anti the pmb„m has been roc„ed. 6. BH.g uretl-1, lubricants molan6, by,a fiuMS Intl other petroleum pl—th, I. a rerycling or tllspasel center that handles there materiels. 1. Nev,r bury or burn waste"Place litter Intl d,bds In Ippmved wart, ron[ain,rs 2. Provide I sufficient number and size of waste contelnem(,.g dumpster, trash ecep-le) on site re ro b, ronrn„atinn Ina --it, warts 3. Locate wastemn[ainers at lees[ 50 feet away hom It— dal. inlets Intl s,NIl other eltmveetloemnablyeilable. 4. =ewasterohre notrereivesubstantial amounts of runoff I— upland Ir,esa.d does.otdrei. direRly to a storm I—, stream or.,tlUrd, 5. - tthe end of each workday and before storm dents or provide secontlery mn[ainment Repair or replare damaged waste rontbned, Anchor all Iight.dCht items in veaste containers during times of high winds. 1, Empty warts co�tdiners as needed to prevent ocerflow. Goan up immediatelyif sow g. RKPlse waste off -sire It I. appay,e elsposal fednty. 9. On business says, clean up and dispose of waste In designated waste ro.tai.ers R LIQUID WASTE 1. Do not dump paint Intl other liquid w t, mt, storm drems, streams orwetlands. paintwashouts atleast 50 feet aveaV from storm drain in lets and surface other eltemativeserere onabl Ivaimble. m liquid wastes m a wnnouea area. st be labeled, sized and placed appropriateN for the needs of nte. 5. Pro,ve.t the tl lscharge of maps, solvents, detergents Intl other uquid.,tehom FORTABLETOI ETS - stall pontable toilets onedelground,It le a,t50 feet a way from storm drain; eetllnds unless there is no alternative reasonably available. If 50 foot offretI, I.t attainable, provide reload,. of portable toilet behind silt fence or place I gravel pad Intl surround with sand bags. Quid. staking or anchoring of portabletoilets during periodsof high winds orin high foot traffic areas. - or port, blb III is for leaking and property dispose of any leaked material. e a licensed sanitary waste hauler to remote leaking portable toilets and replace CONCRETE WASHOUTS _. Doof discharge concrete or cement 11.' fromthe site. pose of, or recycle settled, hardened concrete residue in accordance veith local and state solid veaste regulations and at an approved facility. 3. ,,age washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within of perimeter It fence. 4, InIt,ll temporaryconcrete veI,hd.1, per local requirements, us her. applicable. If an alternate method or product i, to be used, contact your approval authority for Ina approval. If local standard details are not available, use one of the two I, of remP. Iry IShlr t washouts provided on this-bl. 5- washouts for dewatering or storing defective curb or sidewalk s55tormveeter eccumul lt,d within the washout may not be pumped Into or discharged[, the storm tlra, n system or rec,ivingsudal waters Uquid waste court be Pumped out and removes from pmlect. 6. Locate washouts at„ art 50 feet from storm dam inlets and surface wat,d.mess it an be shown that no oth,raltemativeere reamnebly available. A[ 8,inimum, stall protection of storm drain inlet(,) closest to the vea,ho.1 which could receive spills or o.erflove. J. Locate washouts in an easily accessible area, on level ground and install a stone ce pad in front of the veI,hd.I. Additional controls may be required bV the approving authority. g. 1m811Itleast... sign directing,,,crate trucks to the wasio .,thin the pmle,t t signage on the washout itseh to identify this location. 9. Remove l eavl ngs br h, washout when et approximately J5%Ipedt, to,imit verflow dents. Replace thatarp, sand bags or other temporary struttural oomp....t, when no longer functional\v uti I.ng alternative or proprietary produtts, follow manufatturer'sirsstructiors, 10, A,the completion Ifthe wncrete work, I—. rd.d.hng,eavings a ntl dispose of n approved disposal facility- Fill pit, if appliable, and stabilize any disturbance IS setl by removal of washout wth properly 1pe,Iti.g nit HERBICIDES, KPILE MANAGENAELT l. S tl pplyh b"tl p "d tl , "tl tl 'th label EARTHEN shov. srockple loco PI ate earthen materalsrookple areas It Ie..t _ n b id p d a s d h g I mmtne 50 feet ay.ar from tlra n-,,let;sad-then[has ns per metersed meet controls 1-1, v.h,h listsdi rect ons for use,-ngred-ant, and frstadstep, -n case of ,ntl surtece waters unles-In be shown no other dtemative are reasonably ccidentalpoisoning- a,.,.,tle' _ a renerbioideg Pesticd., Ind rodentioidesln areas comers flooding,, oc th,tite ft.nkp,le.l.nailed along toe of slope withaminimum offset of Rossi bid o, where they may spill or leak int wells, stormwater drains, ground water flue feet hom the toe of rtockplle. s,rfare water If, spill occurs, dean SheS dlately. ovi de stable stonewiaccess point when feasible. 1-pt.le these materials ,,,site. _ stabilize stockpne tnin metlmehame, IF,,, dad on this I— Ina in ataoraance withthe approved plan and any additional requirements. Soil stabilization is defined v,C.1, .,physical or chemicalcoverag.1d,hniques that veil, restrain accelerated HAZARDOUS AND TOXIC WASTE on elst.rbee sous IS, rem Iry or permanent control n„ds. 1. Create tlelgnhazardous waste lolls¢ - e to nazamou, n, waste tomlmers under o darytomamment. 3. Do notstore hazardous cbemi,N,, msor bagged materials tllre tIon the gmuntl. NCGOI GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER A 0 0 wmAsTm.) 0 0 0 DN T �p�L�Lg�Ip 1T NDNZ t IINND,•) 0 0 O O 0 A l2FYdY YIIwED wMME SECTION A —A NDTYD DENCE Imo NINE) ) 1. FAb1CT1K ILGTpN DEN]I1fED IN FEID IN TE WNCREIE v Y1911YIT 1 ANCl/rE& IN,YAHTMED id TE IIDUD ANDgt Swl IErnNes >asx THE snaA:nNm CAIADTY. PLAN J.CDIILTET: wA9Hl SwIICTNE NEEDS ro L2FMY YMIED wnl wONADE xDTYD OEwCE. MN ARLS 0 O a O 0 T [pL/S11C LYNIi ID1y R1MTp1 0 0 I YOE YLfiE 11 0 0 n� 0 0 0 O O SECTON 61B OR STAPLES 1�ACNAL LDCAIIBN DETERYNEO N �V�y k/NUED w(W L 2 TIE r".DIII'AEw wwxart NDTND OEwCE (1S')Q1' 1w1) , 5 S141LL SE NYNTAYED *HENI THE me AND/0",=0 D A wA1 I.,F TIE SIYIDIU116 D)LDING RD ro PADYDE DE M A MNU YNYUY 12 2LAt1 ACDNI INB wLwIWT SwUD) IEFD9 Mwi aFARr YIxUED wnl wlwAf£ NDIND OEwDE ABOVE GRADE WASHOUT STRUCTURE Nth TD scALE N R < -- , � �SMIIIINNNDIIy„, I =p� o f ESS D�, si/,9IS SEAL =r L-4685 _ qN PAR,%%%'3/2/2022 DocuSigned by: AFSDC1951PA8410... SOIL AND EROSION PLAN FOR LOT 35 AND 38 PRESCOTT MANOR HARRISON RIDGE ROAD D.B. 16962, PAGE 1357 B.M. 2020, PAGE 894-895 NEW LIGHT TOWNSHIP WAKE COUNTY, NORTH CAROLINA JULY 12, 2021 100 50 0 100 200 SCALE 1 "=100' SHEET 3 OF 4 DocuSign Envelope ID: 43D93C2B-5BEB-4BA4-B01 B-1 BE1 FD151A31 PERMANENT SEEDBED PREPARATION 1. INSTALL NECESSARY MECHANICAL EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE SEEDING, AND COMPLETE GRADING ACCORDING TO THE APPROVED PLAN. 2. UME AND FERTIUZER NEEDS SHOULD BE DETERMINED BY SOIL TESTS SOIL TESTING IS PERFORMED FREE OF CHARGE BY THE NO DEPT. OF AGRICULTURE. SOIL TESTING LABORATORY. DIRECTIONS SAMPLE CARTONS, AND INFORMATION ARE AVAILABLE THROUGH COUNTY AGRICULTURAL EXTENSION OFFICES OR FROM NCDA. BECAUSE THE NCDA SOIL TESTING LAB REQUIRES 1-5 WEEK FOR SAMPLE TURN -AROUND, SAMPLING MUST BE PLANNED WELL IN ADVANCE OF FINAL GRADING. TESTING IS ALSO DONE BY COMMERCIAL LABORATORIES. 3. WHEN SOIL TESTS ARE NOT AVAILABLE FOLLOW RATES SUGGESTED IN THE PERMANENT SEEDING SCHEDULE ON THIS SHEET. APPLICATION RATES USUALLY FALL INTO THE FOLLOWING RANGES GROUND AGRICULTURAL LIMESTONE: UGHT —RED. SANDY SOILS 1 - 1.5 TONS/ACRE HEAVY TEXTURED, CLAYEY SOILS 2 - 3 TONS/ACRE FERTILIZER: GRASSES: BOO - 1200 LB/ACRE OF 10-10-10 (OR EQUIVALENT) GRASS -LEGUME MIXTURES 600 - 1200 LB/ACRE OF 5-1G-10 (OR EQUIVALENT) 4. APPLY UME AND FERTIUZER EVENLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL BY DISKING OR OTHER SUITABLE MEANS. OPERATE MACHINERY ON THE CONTOUR. 5, ROUGHEN SURFACES IN ACCORDANCE WITH THE NOTES ON SURFACE ROUGHENING ON THIS SHEET. 6. COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A SMOOTH, UNIFORM SURFACE (SLOPES LESS THAN 3:1.) FILL IN OR LEVEL DEPRESSIONS THAT CAN COLLECT WATER. BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL. TEMPORARY SEEDBED PREPARATION 1.A GOOD SEEDBED IS WELL PULVERIZED, LOOSE, AND UNIFORM. 2.UMING - APPLY UME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH (ACIDITY) OF THE SOIL IS NOT KNOW, AN APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE RATE OF 1 - 1.5 TONS/ACRE ON FINE TEXTURED SOILS AND 2-3 TONS/ACRE ON COARSE TEXTURED SOILS IS USUALLY SUFFICIENT. APPLY UMESTONE UNIFORMLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF THE SOIL SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE UMED. 3.FERTIUZER - BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE APPLY A 1G-1G-10 GRADE FERTIUZER AT 700 - 1000 LB/ACRE BOTH FERTIUZER AND UME SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION. 4.SURFACE ROUGHENING - IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE ADDITIONAL ROUGHENING MAY NOT BE REQUIRED, EXCEPT TO BREAK UP LARGE CLODS IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING. SEE OTHER REQUIREMENTS FOR SURFACE ROUGHENING ON THIS SHEET. TEMPORARY SEEDING SCHEDULE (TO TEMPORARILY STABIUZE DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF 15 WORKING DAYS) SEEDING DATES: DECEMBER 1 THRU APRIL 15 SEEDING MIXTURE SPECIES RATE RATE (LBS/AC) RYE (GRAIN) 120 ANNUAL LESPEDEZA (KOBE) 50 OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND DUNE SOIL AMENDMENTS FOLLOW SOIL TESTS OR APPLY: 2,000 LBS/AC UMESTONE AND 750 LB/AC 10-10-10 FERTILIZER MULCH: 4.000 LBS/AC - ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL MAINTENANCE REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE RESEED, REFERTIUZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE SEEDING DATES: APRIL 15 - AUGUST 15 SEEDING MIXTURE SPECIES RATE (LBS/AC) GERMAN MILLET 40 SOIL AMENDMENTS FOLLOW SOIL TESTS OR APPLY. 2,000 LBS/AC UMESTONE AND 750 LB/AC 10-10-10 FERTILIZER MULCH: 4.000 LBS/AC - ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OF A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL MAINTENANCE REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE RESEED, REFERTIUZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE SEEDING DATES: AUGUST 15 THRU DECEMBER 15 SEEDING MIXTURE SPECIES RYE (GRAIN) RATE (LBS/AC) 120 SOIL AMENDMENTS FOLLOW SOIL TESTS OR APPLY: 2,000 LBS/AC UMESTONE AND 1.000 LB/AC 10-10-10 FERTILIZER MULCH:4000 LBS AC - ANCHOR STRAW BY TACKING WITH ASPHALT NETTING. OF A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL MAINTENANCE REPAIR AND REFERTIUZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LBS/AC OF NITROGEN IN MARCH.IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND DUNE 15, OVERSEED WITH 50 LBS/AC KOBE IN LATE FE13RUARY OR EARLY MARCH Seeeding Schedule For Sholders, Side Ditches, Slopes (Max 3:1) Date Type Planting Rate Aug 15-Nov 1 Tall Fescue 300Ibs/acre Nov 1-Mar 1 Tall Fescue & Abruzzi Rye 300Ibs/acre Mar 1-Apr 15 Tall Fescue 300Ibs/acre Apr15-Jun 30 Hulled Common Bermudagrass 25Ibs/acre 125lbs/acre (Tall Fescue); 35 wnto Tall Fescue AND Bra p Ibs/s/acre(Sorghacre pMillet); 30 Jul 1-Aug15 Millet or Sorghum -Sudan Hybrids— Ibs/acre {Sorghum -Sudan Hybrids) For Sholders, Side Ditches, Slope (3:1 to 2:1) Date Type Planting Rate Sericea Lespedeza (scarified) Marl -Jun 1 and use the following 50lbs/acre (Sericea Lespedeza); combinations: Mar 1-Apr 15 Add Tall Fescue 120Ibs/acre Mar l-Jun30 Or add Weeping Love grass 101bs/acre Or add Hulled Common Marl -Jun 30 251bsJacre Bermudagrass 120lbs/acre (Tall Fescue); 35 Tall Fescue AND Browntop Ibs/acre(Browntop Mullet30 Jun 1-Sept1 Mullet or Sorghum -Sudan Hybrids— Ibs/acre (Sorghum -Sudan Hybrids) Sericea Lespedeza(on hulled- 70lbs/acre(Sericea Lespedeza); Sept 1-Marl unscarified) ANDTall Fescue 120lbs/acre (Tall Fescue) Nov l-Marl ANDAbruzzi Rye 25Ibs/acre Consult S&EC Environmental Engineers for additional information concerning other alternatives for vegetation of denuded areas. The above vegetation rates are those that do well under local conditions; other seeding rate combinations are possible. —TEMPORARY: Reseed according to optimum season for desired permanent vegetation. Do not allow temporary cover to grow more than 12" in height before mowing; otherwise, fescue may be shaded out. NEW STABILIZATION TIME FRAMES SITE AREA DESCRIPTION STABILAZATION TIME FRAME EXCEPTIONS PERIMETER DIKES SWALES DITCHES & SLOPES 7 DAYS NONE HIGH QUALITY WATER (HQW) 7 DAYS NONE SLOPES STEEPER THAN 3:1 1 7 DAYS I F SLOPES ARE 10' OR LESS IN LENGTH AN D ARE NOT STEEPER THAN 2:1, 14 DAYS ARE JALLOWED. SLOPES 3:1 OF FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN WIN LENGTH. ALL OTHER AREAS WITH SLOPES WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMTER HQW ZONES NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF —INSPECTION PROGRAM: THE SEDIMENT POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF MONITORING PROGRAM OF THE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE SELF INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREAD SHEET FROM HTTPS://DEQ.NC.GOV/ABOUT/DIVISIONS/E N ERGY-M I N ERAL-LAND-RESOURCES/ENE RGY-MINERAL-LAND-PERMITS/STORM WATER-PERMITS/CONSTRUCTION-SW IF YOU HAVE ANY QUESTIONS OR CANNOT ACCESS THE FORM PLEASE CONTACT THIS OFFICE AT (919) 791-4200. ,`,11111111111/1//�,,, SSI SEAL- � ; L-4685 �_ v ikk At PAR 3/2/2022 ��//1111111111\ DocuSigned by: �,avv y , 6r)Avu AF5DC1951AA8410... SOIL AND EROSION PLAN FOR LOT 35 AND 38 PRESCOTT MANOR HARRISON RIDGE ROAD D.B. 16962, PAGE 1357 B.M. 2020, PAGE 894-895 NEW LIGHT TOWNSHIP WAKE COUNTY, NORTH CAROLINA JULY 12, 2021 50 25 0 50 100 SCALE 1 "=50' SHEET 4 OF 4 DocuSign Envelope ID: 43D93C2B-5BEB-4BA4-B01 B-1 BE1 FD15lA31 APPROVED PLAN DATE PERMIT NO. S- Wake County Environmental Services Sedimentation & Erosion Control 919-856-7400 S17E—UTA TABLE Oi ZONING DISTRICT R-40W RIVER BASIN NEUSE COUNTY WATERSHED NEW LIGHT CREEK 1 WATERBODY INDEX 27- 5.5 LOT NUMBER LATITUDE LONGITUDE 35 36.008845-78.611319 38 36.008872-78.610079 of Q - - - - - - - - - - f — — — _ TREE TECTION FENCE / / SILT FENCE a / �_ _ - OUTLET WITH TRIM PROTEON FENC � 0 � HORSESHOE PROTECTION n C� o / ` \ \ \ m c✓ DISTURBED AREA N \ /' 33,407 sq.ft.67 0.7 \ DIS BE�REA \ \ ( Z \33,333 sq.ft. 0.76.5 AC. L I 37 Fic SILT. FEITq N, l 1 \,QUT�LET WITR, \ � � \ J t \ `SO RQRSES�IIQQ�� PROTECTION' ` \ � \� � � ( I I 30' X 20' \ \ \ 1 ) X CONSTRUCTION \ ( r ENTRANCE \ \ (n 1 3' X 20' CO TRUCI9ON J E TRANCE I I/ rn m o 929 I ) 917, / ( y —/4—�� ARRION RIDGE ROAR 50' PUBLIC R/w — i — LINE TYPE LEGEND PROPERTY LINE RIGHT-OF-WAY X SILT FENCE ® SILT FENCE OUTLET TREE PROTECTION 39 VICINITY MAP ,%,.%�,�'N CARD,",,,toom ,, O� 00 ESS /6%,. , ' SEAL— _ L-4685 %"SUR`,�lc,Q` nnon..� 2) PAR ,""118un111"t 0�,, 3/2/2022 DocuSigned by: l r �64At, AFSDC 1951 AA8410... SOIL AND EROSION PLAN FOR LOT 35 AND 38 PRESCOTT MANOR HARRISON RIDGE ROAD D.B. 16962, PAGE 1357 B.M. 2020, PAGE 894-895 NEW LIGHT TOWNSHIP WAKE COUNTY, NORTH CAROLINA JU LY 12, 2021 60 30 0 60 120 SCALE 1 "=60' SHEET 1 OF 4