Loading...
HomeMy WebLinkAboutNCC240711_Site Plan or Location Map_20240313 S' SALEMBURG `���—J \ �_ i� �i' yi-_— ENGINEERS D D 1 / �x//FUTJlF�E� �����/ /�-- uxevanD us PLANNERS / WETLANDS / /✓EOPME�I�� „z / / ' uuREL� SURVEYORS ( \ / � / /� // ��--J� /i////� MOORMAN,KIZER & REITZEL,INC. � / /// / I \°�e it / ,/ / /��� ///7/,� ,oil NO> \ j�/s''/^�" J/ / /--_�//„////// /j///////� <� / WETLANDS _122 e- SRN , SITE pO A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY / \ - ' •/- / /'-- / i• Ltd NCGS 113A-54.11S AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR \ / - 742J- j 1����- /- - /I/-"� ///// // // yo`? '`b COMPLETED AS AN EXCEL SPREADSHEET. — S _' - / d9 P AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED \ / - / I. _— /./ ./ / J / //// / / EROSION AND / /Ja i ���� % / / I `�f/�'�S�S\ ��— SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A / / / // / / _\ _ •./ / / /yCv%��j,1�G,�a 1 —— // //// / S NCAC 04B.0131 STATES THAT'...DOCUMENTATION SHALL BE ACCOMPLISHED BY \ I /// / //—"3Q, " v / / / AD - . T / / // / / /"h. INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPV OF THE \ g//Of < APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, 1 •/ / /j/// // ^\ \ �l '' / \ .*0 �y‹`INFOhLIED'�// / / I / / / DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, / /// / /^\\ \ 1� /, ' LT FENCE / /co VICINITY MAP PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION I \ / �/ ///// / ���jj ...(',V / ,//-'v" <� a TLET / / // / / /(NOT TO SCALE) CONTROL PLAN.' I ) / / / \ /TY , / / \ /$ I 9 / // \ ` CONTRUCTIOf� / / / / // / / / / //(29/, // / \ \ 5G �l�/ II. /"�/// WATTLE MI / // / / / // I I / (£I/ / // ///��\ \ �'/// Y ytlATTLE ;d` SIL NFFENC D/ /// / / l CONSTRUCTION SCHEDULE / I I/ I il�l / l / r —J / IS L NCE 1• OUTLET/ // / / I I.Obtain all necessary permits end plan E d Sediment Control(E&SCI permit and a Certificate of Coverage / ) I I l J//1 l l / / 7// / �. // ) A ' l %"� //// / 1 (cog bobtainedbefre landy disturbing ' - copy oftbe E&SC permit,Ole CAC end a hard copy of the r WETLANDS / / /.V% / plan muss be keptpreferably' p box, d bl d'ng'nsPection. / I_ - _ - _ - ` /// /[AILS l / / i//// /TIEAVFORC, �;: /. ,,,..-::,..-'1 / / �� ,,g,// // ) 2 11.11etsgravel wattles. fiat.n '1 to f <a'1 anr< / i I d l f� / / I / I 1 I I ( / /�II.r-SILT or.�'/,/� �rJATTI/E �'�// / / 3 Ftrosh clearing gdgrubbig,r necessary s on the lots as They are started. .102� l _ _ /III I l I / I 1 I I I III N D� j> /�SI,Fir;( >,�,-�// // 4 lots a and excavation PPPP''''lIII•��L- 5.Begin or continue a,Thhanse� a I VJ III I / / Ill I lq$ 1 % e Finish e rough 'a' an I • I h 40Nc bite-1� / / 8 I S d gag and paws, I ( / // / / / I N/ / �ENTR,i NGE_-�, \\ / / / / fine i/ / / / � )� �� '. C / // / 9 F' s mulchingd b'1 of lot 1 thiswill the instellaaon of sod on me At.The silt fence will /' 146 65NSTS// / / placeremain in until 1 added grassing'stabilized disk hold, I \ /./4//f / / / / / / • I I I / / / /_ 'L • `.I pmiTS/ / IO Thecontractorshall d self-inspections TTh d*Motion control measures and complete the following 0 - J- l l / / / // / // // / // / 2f1 33/ / combined If' p f found h R bs' `i)Q— 8J / / / CONSTRUCTION' \ \ / � / hops// a .nc. I b O/d' s/ g 1 d-I d / water/sm,mwmef p100000 piles conswction pmga / 7/ / / I / ENTRANCE REINFORCED of complete oll times.It is recommended l I / / /,// // / l l \ \ T ILT FENC / / copy be kept Twelve nepe,m permits box Ref O.S.spection f 113Aorms d541all 6M1rouyM1GSe kept on eII AS)and I Sections ISA NCAC or inspection'IMA 0101 through lSA am l�ss,a-�.{\`" - // / // / ///% / /r�l / I \ UTLET/ `/ / \ CONSTRUCTION / 102 tu4 I, / / / // / / //�{ / aG\ may, / \ LIMITS NCAC 04E0504 General Permit NCO 010000 NPDES for ConstructionActivities. - // / r I SILT NCE 1.s le specnonar reros an and sedimentation control measures are mbe performed 1 calendar oars and - l / T/ ///// / / I /.\ 4 i�" ---- -- within 24 hours ofv.rain event of greater than linch.Anr needed hub ea immediately measures as ( xi F rt a e .-,,, a / / /E/ // / / / 1 \\ \!iG /34' /> --- de designed.All ESC measures Thrill be mo aned as specified thedetails thisplan.A hall be installed /,�.7/ A ,^� at the project site for monitoring I 1 • T�_ Tf / / / / I ( ! / • / / ��/ / 21/ / // \ Nil wATryE qm 12.Inspection and final acceptance letters.When the pm complete,. shall DEMLR 1 out the E&SC �+ ��!! ? I. Plan After DEMLR informs the permitter of the prof Ise out,via inspection report,the p ittee shall visit 1 I C �•108-��/ / / I I I I / / / / _o/ / / / 'I9 I y. / p '•deq.nc6ovMCG01"to submit an electronic Notice of terminanw(e-NOT).A 8120 annual general Permit fee will be charged I I - / / / / 12P 1 I I I I I/ / / (/ / // /I / I I /7/ / until The a-NOT has been aged out. THIS PROJECT IS IN A HIGH-QUALITY 1 Y / r�2 DATE: PACE: WATER ZONE AND ALL REQUIREMENTS I I •!.y-� ,`D� / / / I I I I I I I / / / / l .oj.•V / 35 N sec sack/era REGARDING SENSITIVEAREA I /II �r I/ / t! I 1111 II / / ',et REGARDING / PI —. .."s' _ ROW—�_ NOTE I I l/�1_et1 ^ / l I I) ' / / / / / / / \ Lot an s s / WATERSHEDS SHOULD BE FOLLOWED / �I R �I 1. iNner mammas per CONSTRUCTION ln4 -n uses e In sift so val.). fad far INCLUDING 7 DAY STABILIZATOION. ) // / / // / / / / / / )ENTRANCE / �I Stokes i( ..,-2..II 11; 3. to the desired raw do th tempest /////Ls..) I . •11a•/ / /2`� ////// 1 \ / / /22 /18 \ / \ -i.or wattles, CONS M'CTION \TS X Stakes lsho should edpa/aelto // / i, BECTION BEaTaNto.tnroand the toe ofa GROUND STABILIZATION / , / / lllf(l[ A I ( / l / 6 / / 36 \ slope.Silt SO0 located at,aeag o°elo /////7 -N/ / I I 1 ( \ ► \1 / r f flat SITE AREA STABILIZATION / 1\ CONSTRUCTION landkw'enlmi`anoaMo°memea°�Nnay npaa�m DESCRIPTION TIME FRAME EXCEPTIONS / / / / / /�;__Q-���I �\`\ ` ( I ( \ ) 1 / 12 J� I\ D ✓ LIMITS ,O 5Ma.. a140 prevent from going amend acne e PERIMETER DIKES, 7 DAYS NONE / / / ill//// —�_— J I \\ Is \ \ 1I \ \ / \ W III. 4inch 2inchcosslsehardwood a na/stakes with a ld be driven SWALES, DITCHES �/ / / //� ���J, \ �I \ \ \ \ // \ \ 37 `�� w W alyimmb.n nil center..ataaw2 &SLOPES // / / // / / //// — J ) 1 1 \ 1 \148/ / x;mnm;nm HIGH QUALITY 7 DAYS NONE - / /.'/ t36^__—=24=� 1 1 1 17 / A Lot Plan no'teitTetnewe sin aod✓we'etmebDMwalne4lricn WATER ZONES �I ///// / //// / // S ,��--_�� J / I I I 23 E��/ J'� \ CONSTRUCTION To o1 N2 height of log d Mulch or Com st g fad 4 Min. 5. V.)ge.when (HQW) / / / //// RENOHEO e A TION behind h,ai /�— i92 — I �E. 1 38 shall be used SLOPES STEEPER 7 DAYS IF SLOPES ARE / /7....// s/// — \ \ »:,..,�e.^^.m.ro..ei®vm.e^am.,.o<m>M../.., i:. sock/wattle to old a in plare during oft events. THAN 3:1 10'OR LESS IN / % / 7/1/7//i / A9�----�\ —� I �� l G.1\ �o ISOMETRIC VIEW LENGTH AND ARE / i /o0 1. Inspect silt sock/wattle at least weeNy and NOT STEEPER /7/ // j////j� i _146__ \ / / — `' \ J f fa umulutt imanor compost I mtealee on�Bn momH.. upon soO<Ixmu ROW RATES each 1 inch or greater rainfall,Remove accumulated sediment and any debris as MTh z. sera mnaba mplaeceil Ogg air THAN 2:1, 14 ///// =�J///,//i//�'//— _10__ `J / — / �, "\ d \ DAYS ARE % I/ / ">/ ^39\ e< ts«k COMPOST (aoiia^m)(leso:m7(iop gym) J;i'ni ALLOWED //�//��� �/Ill II I / //�,so \ �/ // ( ,� / 16 may\ N �/ shear w-1... II P won um W F. mire 1`a000 1,200 1,650 5. 000:,,,,t De0,4 Uaaa SLOPES 3:1 OR 14 DAYS 7 DAYS FOR / // / I / �`\ \ 1 / sec sock/Maximum(ax) (;ea mi izzs m> (aa5 m) (3a0 m1 (Soo raj FLATTER SLOPES GREATER ///////^\ v 1111 I / // 1 \ // -15/ 3 a \ —— �,amane 7 n is zz wi if u ageeael'eeansmpbtl�tleaed chat lend THAN 50'IN // /// /// \` I I I 1 I / / AfO L %B %rt m%e m%e g %r1 4' s w9OLKIar"'e M d b m / // \ I CONSTRUCTION / \ \� 4�— a00 00 04 (141 pee (2a1 (nil measure has been permanently stabilized. LENGTH // / / / �`� G4' IIr G i/m/m) /m,,, vrn, v„,, ,/m/m) . re has eenp an lysteca eve e ALL OTHER AREAS 14 DAYS NONE(EXCEPT / //// \\ \/ II III a'P/� LIMITS 15 SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTIONWITH SLOPES FOR PEIMETERS %///// 1 \ /I I I I G� Lot Plan I \ ld % I_ — FLATTER THAN 4:1 AND HOW ZONES) ///// / \ X t\ /I11 I I I I ) —_—— a /'75t 'C&"F" 14 / n FZ // / / \ \ I►III I ) i / 41 DATE:steel Pon M. fence wire Pence\`Filter Fabric PAGES / i I / IA\ 1I \V�I I I .... �/ \I / \�� I \ \\ �' — \ MaxE aarengwdard rib a without wire a mitre Fence PI t � d Back(ill trench SODDING I n44 Li/ill/II:I/Ill / 1 /. 1 13 V J�%"1f e � �nar�gnlrnat �` I I \/ / L ( CONSTRUCTION \ \4� Sleet Poel � � I I t3� ey LIMITS /XI lIIPwe`te ,h 'j4 } a I / az 1 / \ 111111111111111 _ `� 11 / ...n. anosµoT iertE , i ( J I I I 12 // / 1M1�1��A��1♦ ♦ �ewro matrenm 4 ` ` r � l I I l o I 11 / / THIS PROJECT IS INAHIGH-QUALITY a cw-.n apw,S6 I \ I I / / I I — / / _ \ WATER ZONE AND ALL REQUIREMENTS \` Filler Fabric 1 M' \\\\� 1 \ / / I I 152 / m I / / /— REGARDING SENSITIVEAREA strength or extra strength 5ymhelmelterlabr.. CROSS SECTION VIEW \ \\ \ / / I I �`_ —� �n 10 / WATERSHEDS SHOULD BE FOLLOWED z.Construction: Ensure,neune`heght ofthes'eelm'¢m fence does not exceed 24 inures above me giw,na Mtg.renews „ \�\\ ‘\ \7-4a�f-J I 1 I __- \\ m\ / INCLUDING 7 DAY STABILIZATOION. 3.c ay impound /c ue dl.meds'rrom a sufficient in uous to cause failure m me length aiu¢han�erto avoid joint,.when joints are / m z eanrelyfaarenwefilleraow only ataanppadpoatwnb4 feet minimum oaeaa,o \ 1 1 / / support arytantlaM atrenglow 0lrerfabdc by wire mesM1 fastened securely to the uDslo�e sled overlap posts. Maintenance: / \` \ I \ \ \ 1 // )rjg Me wItte mesh support the bottom of retie e pPaPPa \ 9 // / / C U 5.wn awwiremeshsuup`t.onrenooniplas`/sed.spa eepos.asmaxim mreinforcement ma°wren.salappso'Itsshoulehedrivength. inch or greater ,tear,ere p Iplpr I III Make any required repairs immediately. J ` 1 \Fox T"aCe Lane ampoy. At) ) I�)1 \ 1 1 �52 / // General Erosion Control Notes 6.E0a securely minimuminches.daeanotrequireawremeshsupport...Securely "—� 1 I 1 P_ivate _� Mrrabnc ai y poas.wreor Mastic zip see aroma haves minimum awpound tensile care undermining weer pressure 50,45 on T"`T ns,He sours ESTABLISHED.IN 39 EMowaa I / / / \.-- / 1.Only the a shown shall be disturbed. str7.fasten the fit anteL.fi \ `j I I I 1 \ 2. All disturbed a shell be grassed and Excavate The on o-en'heb�Paxim v nines mime and einahes p g proposed line of p one p g WITH THE sod PS SOON maHasl. /"'\ I I I / — S / o the approximately 4i eau aloe thewe has APPEARANCE OF GOOD SOD I 0a / mulched as as possible and maintained .B8. ladml tace 12 he trench R sell placed over me mmr fabric and compan.Tho drainagerea has be prcpey bases d sMe°Me trench. and bring Me area to grade and stabil.it roe contributing I r s / \� ) 1` // �y�kN / 6 \' / // until pemanent cover s established. lough compaction / PG- -— 154 / 90.Do not attach film kbdcm existing trees. ! A l / ..\NC-En fence eniOl.jpeg anomie backfill isrmumance. �nglll/, If, �II9.0i9.OP GRAM DIME. \ // 1 ( rvO�a/ // n�m SILT FENCE —^^Ilpl IrylNppl lryppll „Y0.e^ aar^0 iJ — n\ \ 1 1 \� / 7 / // 'i 0.a. omaraom.w, — / \ I 1 1 \ 6 / b�lG DATE: PAGE: re \` �/ I I \ � —/ 4 MIrv. FENCE \ /1 ) / J�r�)/Y - - - `��.. / \ \\ 5 ' . � MAINTENANCE OF EROSION ANT SEDENIENTATION CONTROL MEASURES FOR LOT CONSTRUCTION Crawl Constr11.011E1111,11te-The gravel pad should remain in a condition m pment rose...m. necessary, - `-- \pairs Amid be made immediately. / I� // / cf, PAGE 1 of 2 This may r0,1Iirt WM.tOOICSSIng With,filfh SIM.Alter each rai.l.inspect any Immedtamly remove all ob,e0onable materials spilled,washed,or tracked onto pt..TOP OF SILT FENCE SIB Fence-Sedimat faces should be inmected at least ��\ 4 / j / ' O LOT EROSION CONTROL PLAN FOR ABOVE THE nt I y� \ / THE WASHEMUST BE AT D ecar.2suonde/^^ h o5/ ; DREAM FINDERS HOMES, LLC , Sodding-The sod should be properly maintained to msure Mat Me grass uke hol.in the areas being secured.The this could aibit adequate FILTER HARDWARE CLOTH RaNTMtEW 457 STEEL FENBURS WIRE FENCE, CE w g ggrown,and stabilization of Me root bed.The sod should be Inned and fertilized.per soil type recommendations�WIRE FENCE to maintain adequate moist.in the root zone md prevat dormancy of the sod.The sod should not.mowed to close,type w grass recommend..should in repaired. II 7� v� 2 J \�y\ \// / ,5a TOTAL DISTURBED ACREAGE: 4.51 ACRES WASHED STONE e;:'`i I.POST ETMo„� CLOTH �„mBaea,anerminbweareofap�.nentPmr. . ,w<<,,.nhahm<n, P .wma tempoy.Anyrary grassing g.an initial slab<ae<dw,ilwe i i o ��5' —— , • LOTS 15 31, 32, 34, 35 & 37 •—•,i 5 FILTER FABRIC NOTES: POST SET Berms-DiversionDiversion fie ear, I B F-I-1 r V LAKEWOOD HEIGHTS I ON GROUND I.Hardware cloth and gravel should overlay the silt fence at least 12 1..L.1 I inches. heemad00 I I / / .-.... .._. .-.1,1 2 stone outlets Should be placed on low elevation areas of silt fence compactedsurf y to insuretat to berm remains in pace during Me coarse of Me constniction activities, I I 1 .sso' I ( HONEYCUTTS TOWNSHIP SAMPSON COUNTY, N.C. M I and based on field conditions. C) / AINTENANCE I ll-yrr--yll SCALE: 1 ef— 100' JANUARY 2024 r 1 Per NCG-01 Inspect outlet at lest once a weak and after each 1 Inch or -ea as gee eel I / P HARDWARE CLOTH FILTER FABRIC NTRENCH greater rainfall eveni Complete any required repairs immediately. / GRAPHIC SCALE IN FEET 2 Freshen stone when sediment accumulation exceeds 6 Inches I / S Keep mesh free of debris to provide adequate flow men,deposits / -l0O 0 100 200 300 400 SECTION VIEW 4 Remove sediment when half of stone outlays covered. that air die(Mien _of the wattle shall be removed when the wattles functional 0eeboam height.Removed I 5 Replace stone as needed to facilitate de-watering. �^--t I ..\NC-Envir nlul.)rey necessarystoruger the next rain to.0. I l, - / __ I SILT FENCE OUTLET I I amomm aenar,erwe contributing s<area has properly stabilized. ' °^ g g 1 Nv MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C. \ N PHONE (910) 484-5191 FAX(910) 484-0388 License #: F-0106 LAST SAVED:2/27/2024 12:2B PM AST PLOTTED:2/27/2024 12:47 PM PLOTTED BY.Dennis Gilbert FILENAME:0\CURRENT JOBS\H Et H CONSTRUCTORS\24-1367-03LAKEWOODHEIOHTS-EC\PANS\LAKEWOOD EC-LOTS 15.31.32.34.358(37.DWG