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Home My WebLink AboutNCC241836_Site Plan or Location Map_20240617 CONSTRUCTION SCHEDULE -- plan ��AREA�• .... �y° / / /// I/I.Obtain all necessary permits and plan approvals.Erosion end Sediment Control(E&SC)permit and a Certificate of Coverage I 1 '4iitt/ ^ / \\ N /// / //I /I I / plan must beob obtained ablland pemrbirgx,and accessible omc.Acopy iof Menspection. H&SC permit,Me COC end aM1aN copy of the/ I , \ \ // ///lI I /f (COC)must kept on site, ,fins permbing activities ctivites occur. Acing inspection. \ ^ I. / / ith2.��etagand wsalae. evmvicee gmt.Nan silt[evcae,tclvforccd ells fencc ^ 71 {I III N .4'Oy0 .Finish clewing era grbbing any necessary areas on the lots es they are started. / ` / \ • / //� \\\ ///7 // // I I II\11 \\\\s 401 4.Begin rot gmamng ana exnawenn anenaiea s.Begin ar wnnnne wan nonce ednawerian acrir;aea. /^_ _ � Mpgar t:ANY DISTURBED REMAIN NCOVEReDSTEEP SLOPES(SLOPES 8%OR GREATER)MUST BE MATTED.NO DISTURBED SLOPES TO / t / m /$ C / // / /�I I I 1\` W aa12 7.Finish all rough gratin ` � / I jYi I \` ill SE, g andHouse wnsw<tion.All areas not aistwbed for]days ncWs w have temporary os pe�tnanmt —� / � /J� 1REO/y•, a groundcovef installed. / / / w / __�Z` `� e.Begin advewain walk.era patine. \ ORMWATER 401, ,, / � C �D SITE \1— a.Beam regrading nflm.areas / AINTENANCE / // wE10.Final grass mulching and smbilinng of lot.timost cases tM1is will inwlve the imtelletion of sod on the lm.The silt fence will Ai ] E rve'. rem in place until the tat is sodded or grassing is stabilized and rakes mold. � EASEMENT � II.Theo contractor shell conduct self-inspections of the erosion and sedimentation control meazams and complete the following ��Y// \\ POND#1 / /// / on 4* ,s.-..-Sri ys11 . _ combined self-inspection form found on tie DEMLR website — _ ---- naps:/rwww.aeq.nr.xn.rabnwaiviainwenemgy-mineral-ana-land-reronroes'amrmwatedatnrmwater-prgmmrnpaea-cmm�mrcnon-program. / ///�� COMM• / • / / i _ �1' �y - Twclve mortis of complete inspection forms aM1all6e kept on cite and available for'Xi,se et ell times.It is recommended. _ /// \\\�� I / ,(�/ / I / // // �/ / ,„./ // 11111 ® �\ coPY b kep- p bo R f G S 113A 541 tiv gn G.5 113A 5]S 15ANCAC 04A OIOI hr gn 15A \ J /. , �ORM OE /// / j ` " NCAc IN. 1 cc o 000o s f c 110 mi / V 12.6e1f / O /% �- 16 iti _ rsRii°A win 24n r- r n 1- nn sae p"non J.' J..I .. ns 1 u' / 54/ I�1 / �L- 1/ designed.A SC bmaintained as specified ed n n construction de P gauge b installed nT — / / / / / ` / I $ a'Pen vneci<hrm mi rig. _ VV /i / I //// /�//j�_.--/......" I3.Ins and final acceptance letters.when the projectcomplete,Me pemmmees shall contact DEMLR m dose out the E.. �. ir, l Plan After DEMLR OMtosubmiforms the peeminxic the Notice ofterect close v via inspection 20 report, general permit visitshall // / 7 / '•deq.nnBovMCG01"m submit an electronic Notice oftemu termination annual general permit for will be charged / c/}/ / y� �, 10� „ until Me o-NNOT has been filled out \ / 10111 —` *if ///// // j '� ��/ / 11 / GROUND STABILIZATION // // ��/� /////// `r' SITE AREA STABILIZATION ` \ �� \_� -\14� I4t, / /j/ �'/ / �� ///�// �j DESCRIPTION TIME FRAME EXCEPTIONS // \I 1 i� e•, // / �/ // / / // !/ / VICINITY MAP PERIMETER DIKES, 7 DAYS NONE j I �� V / //// �_ �// /��/�j/7 / / - N.T.S. Sw&ESLOPESHES / �� / / �// / /� / A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY HIGH QUALITY 7 DAYS NONE 1 I I I `- REINF.RCE• //////// // / / / ///�/� / /i NCGS 113A-54.1"IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR WATER ZONES I I �— * 04 FEN �/ /// /// / / �// COMPLETED AS AN EXCEL SPREADSHEET. (HQW) I I _ 50 O / / / / / // // / AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED / I I -- ,^ /� // / // ///// / / /�/ EROSION AND SLOPES THAN 3:1 7 DAYS 10'SLOPES ARE coNSTRucT �`'.e� I /! // /// // / / SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A —HMI I NCAC ING 0131 STATES THAT A DOCUMENTATION SHALL N ACCOMPLISHED BY LENGTH AND ARE ( — _� --- LE�•.\\`� ;//////////////////////7/ I . ( . w/ /// /V //// / INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE . —/ +' DATING EROSION AND SEDIMENTATIONTIRE CONTROL ST OR BY COMPLETING, NOT STEEPER:1, 14 __ 87 `.:'�'• ,we� •-T• SLOPES SECUED WITHACONSTRUCTION / / / cDATING AND SIGNING AN INSPECTON REPORT THAT LISTS EACH MEASURE, THAN 21, 14 1 / ;[�, /�/ MUSTBESECURED WITHAPPROVED MATTING. / , \ \ _._ iii / 1 / NC _ _ �,�S,�Ejj ' �/ / �/�j / // //// // / < PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION DAYS AREri, N, ; 1 \ COAST N J NO SUBSTITUTES!SEE DETAIL PAGE/2 / CONTROL PLAN." ALLOWED ( �— J / /� Z?0 c%'�G� c�L 11&s, O / // / / //// / / 7,/j////// ///� \ SLOPES 3:1 OR 14 DAYS 7 DAYS FOR THIS PROJECT HAS SLOPES FLATTER SLOPES GREATER - / �RE�TFE CED '-11,WA' , T // // l ` / / / THAN 50'IN THAT ARE 8/o OR GREATER LENGTH \ _ /� •� sILTp.pF .a: 1 21 / 0 1 \ LE \H 00 f✓ �fU. // / / /�//�/ % / // / / � ALL OTHER AREAS 14 DAYS NONE(EXCEPT \ _ \ �•'a FENCE ol�u •4 / / / / _ 555 r:..... STEEP SLOPES EXPOSED DURING WITH SLOPES OR PERIMETERS ) , • AO �N T "® �' ILIMITS / / / CONSTRUCTION MUST BE MATTED LATTER THAN 4:1 AND How ZONES) s / — \�/ CON .�,E ' / // // //// / / / // /� \ DATE: PAGE: // / / / /I / // �// // / \ \ Silt Soak/wattle Silt Sock/Wattle NOTE: ,�� - , \ / / • /� ' '/ // /� _- -� 1. r c 1. an - \\ / �� ite `� % / / // ////�� _ \�\ ee 411„ -tad for I/ /7 / �� Stokes 2 .2" sock/wattle such that cgs do rat tlakrm / \ I ' 5/ /O // / /IP \ Stakes desimum red length he installed teal ti°� // / /� SECTION SECTION slope.Sili er.sjl„cmoo e».yond Me tee of a —� /^` 9 //114 / \1 b(c)should be slightly upslope \_� / /\\ / // \ I � rag j// /// // .... _ \ \ D �, rr g around end // i / /// / /�/ / _ _ �� 1 III <o s•M°x IIIII 4skt uefsl.o / �_ `— �\ `� /// via , / SILT n/" R /IQN / ` \\ winch x 2 inch cross section should be Wiven vertically through the center ort the silt // / —= �_ —� - 80 �� / P��FEmE ` /Cq/LIMIITyGS°/ / / / / ---- -----\ \ \\�`\\1 interval / \ ' 26 • /4 I / � \\! ors feet Me sin sock/wetUe le Osoed —� \� t1./ W LE�� rN0/ \ / / \ maximum interval of 4 Bet or a m Corn g na a M n naa Inch hen — v..• SILT ".ww "/// \ UNTRENOTo of/2 height of log In the event stakIng is not Rossi.°at m:...min .o< ,: (CHED INSTALLATION. socks/wades ere used on a maximum // /// _ / \ \� JG �' 1E E �,, / 111�� HED INSTALLATION ..,..,.........eo..., .s,.,...,... alaitmgamau�ngm"mom vans. ` �/ r .PQ,9(tp,.•aGE S :/ �' ,-�,��% \ // /� ) 1 tsouemlc rENANCE:hold NC" \ / 1. Inspect silt sock/wattle at least weekly and after each I Inch or greater rainfall.Remove / / / ' �, • �Oe / a ' / 'REINFORCED �J / ..--'"-- for / / / III umre...Socks aw T SOCK wmAL noun RATES accumulated sedimeM and any debris as Mulch or ITw z allow for adequate flow.ace must re repMcea rtaoggee or / lif�S / / \J"L A ASI:i FEET m e.ea ua mu1 cope son Pexs75o Pex)(xso�)(got) t.sso a' If (// �� 1 V 23' ,, REINFORC,FD� SLOPES EXPOSED DURING CONSTRUCTION/ 1 I ///////I I I slmeetFlow—kw-w Silt tSock/L<astn(ax) (rem m) (zzs m) (o a) (3meat) Boo m) •oomwekle oneea rer a nttmtmae twit^a / / / SILOUFF,tdCE MUST BE SECURED WITH APPROVED MATTING./ / xtppauac r� T, r, ts. zz. x. 5 diameter or a'ukrageas n�e TL ��_ NO SUBSTITUTES!SEE DETAIL PAGE2 I (///II I I I wet le m a• g ix g'in ,,n�a mitt g 4n measure naa shall 6a irpa measure. tag. ��y�`ptF AV e / / / / / \ // I /m/ ni,/m /m /m/m /m/m 4.7/4 Reinstall ion e rereme permanently smell°zna.'. // / / �rra—.iiA" e—— 2r.Ilifit/ / / ,\ 2� / /,/ /LI TF11$ / ��// / I I I I I I I I t SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION �lxY •NSTRU n ili ie/ i, „ , , , i , GATE: PAGE: j / ///. / / j ..........."/ 4 , , / / // (.. 41' 3 3 r7f%I I ;71 Ft ✓e i mq - �/// / / / �� ww•77 — — ' / ///// A I;„\),,, 4: t ' 'I I' ' I % % ; I � � s dz / / - - � ///R nasE �� '� ii: rolls 1 ,1gt / / / / 7 p/� �L•tts -oa>wAv ,.1•;P�lis,. '::7�tFr / ur�/ �� 7 / / .____ E ___ \/ ��\INL or cuRD 1 If needed,Tree Protection fencing should be installed along the buffer zone,wetland 11.3.,:- �A \ a ne VN a� \ - boundary and/or around protected trees,providing a radius of at least 1,25 feet for each \$// ^..Y$b a / I (\ 1 kLEGEND inch of trunk diameter. 1/U+w \�\'��\\✓Y ( - 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on \ — PLOW N schematic/diagram and field adjusted.if necessary,for placement at low points.If lots are00 \ \\ contiguous and have tlMerent land owners or builders,each lot should have individual Sitt ` �\ \\\��_ SILT PENCE OUTLET ® 3.Install Fencerequired Silt Fence within 10 feet of property line to ensure there is no Conti.with �� \\ V/ ENTRANCECONSTRUCTION septic system.It is the responsibility of the builder to ensure the installation M sediment �_`' �1\ 1 \ \ CURB INLET control one Construction not impactthe septic system be per lot.ea(s). I \ \ `/l� SR 1611 \ \ \ \` \/ �^ d.Al least one Conslrclion Entrance/Exit is b be installed per lot. "mil/\\ S ` \\/�/ • 5.Waste bins and other areas dedicated for managing building material waste shall be at ` \ \ El least 50 fret away from storm drain inlets or drainage dttchev unless It can be shown that / 8146 ^ \ )'\I \ no other alternative exists.If this separation cannot be achieved,these areas must be \ e V' \ I \/ //^ ntained behind Sik Fence. sedimsent from of Outlets,Construction streets should be swept when \ /)./I I I 1 \�� 6.Inlets downstream disturbances should be rote m the constlt ruction activity is present 1 ..\NC-Environmenlcl.jpeq T.Details on for tatdditione additional Erosion end sediment Entrldetaantlenot other measures sere / __�/ Ijj �\ sediment control details are not drawn to wale. / 11111 ------------- TYPICAL LOTLAYOUTWITHCURBANDGUTTER PAGE 1 of 2 THIS PROJECT IS IN A PUBLIC SUPPLY THIS PROJECT HAS SLOPES DATE: PAGE: WATERSHED WS IV AND ALL REQUIREMENTS TOTAL DISTURBED ACREAGE: 1.34 ACRES THAT ARE 8%OR GREATER REGARDING SENSITIVE AREA STEEP SLOPES EXPOSED DURING LOT EROSION CONTROL PLAN 4te WATERSHEDS SHOULD BE FOLLOWED CONSTRUCTION MUST BE MATTED LOTS 24 26, 48, 49 & 88 / THE HILLS AT e 3 MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION STONEGATE •sfoomv S z. General-All measures will be inspected and corrections made after runoff producing rainfalls,or at least onceper week minimum.The builder will insure that the construction activities on anyarticular lot do not adverselyaffect anyof the installed erosion control measures.If lot construction dictates,measures will be ' p p g SECTION lA 1111��.'�� relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much as possible.Silt fences and gravel construction entrances will be maintained as suggested inthe erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover. •A-s J J J'Tu-$r J, J s FOR / •ya¢_iAb',S i a'� 1 1 � :-,,_ Gravel Construction Entrance-The gravel pad should remain in a condition to prevent mud or sediment from leaving the construction site.This may require periodic topdressing with 2-inch stone.After each rainfall,inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all /�,,. �4 1 X 4 4 objec onable materialsspilled,washed or tracked onto public roadways. A&G RESIDENTIAL L L C 4sy...;V-a - ,,4, a ,, Silt Fence-Sediment fences should be inspected at least once a week and after each rainfall event.Any repairs should be made immediately. Damaged or decomposed fabric should be replaced promptly.Any sediment deposits that build up against the fence should be removed and disposed of properly to insure / ='i� -5- �.*`O that the removed sediment does not wash back against the fence.Adequate storage volume should be provided for behind the fence at tall times.Take care to not undermine the fence during cleanout operations. ' +__,-��,.�,_-;�_fs�P� CARVERS CREEK TOWNSHIP CUMBERLAND COUNTY Sodding-The sod should be properly maintained to insure that the grass take holds in the areas being secured.The sod should be watered as necessary to maintain adequate moisture in the root zone and prevent dormancy of the sod.The sod should not be mowed to close,since this could inhibit adequate growth SCALE: 1't= 100' MAY 2024 Construction: Maintenance: and stabilization of the root bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and if possible. GRAPHIC SCALE 1,Clear the entrance and exit area of all vegetation,roots.and other objectionable 1.Per NCG-01 inspect at least once a week and after each 1 inch or material and properly grade,. greater rainfall:make any required repairs immediately. Grassing and Mulching-The area to receive grassing and mulching should be properly fertilized and limed as necessary as an initial step in soil preparation. Once the grassing has been placed,the area should be maintained as needed to insure that all areas are germinating properly.My bare areas should be 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment repaired,and reseeded as soon as possible.If the time of year does not permit the establishment of a permanent grass,then a temporary grassing should be used until the growing season permits the use of a permanent grass. 100 - 5�D o smooth k. from leaving the construction site.This may require periodic 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone. 4.Use geoteAile fabrics in cream to improve stabilityof the foundation in locations 3.Immediately remove all obiectiorable materials spilled,washed or Wattles-Wattles shall be inspected after significant rainfall events.Rills or gullies upslope of the wattle and any undercutting is to be repaired.Sediment deposits that impair the filtration capability of the wattle shall be removed when the sediment reaches one-third of the wattles functional freeboard height.Removed subject to seepage or high water table. tracked onto public roadways. sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. ( IN FEET ) CONSTRUCTION ENTRANCE/EXIT Reinforced Silt Fence Outlet-Remove sediment deposits as necessary to provide adequate storage volume for the next rain to reduce pressure on the fence/outlet.Take care to avoid undermining the fence during cleanout.Remove and replace stone as necessary as it becomes clogged with sediment.Remove all h = 100 ft. fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAVETTEVILLE,N.C.28305 PHONE(910)484-5191 FAX(910)484-0388 LICENSE#F-0106 LAST SAVED:5/e/20z4 3:34 PM LAST PLOTTED:5/14/2024 6:43 AM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\A&G RESIDENTIAL LLC\24-2855-03 HILLS AT STONEGATE—EC\PLANS\HILLSOSTONEGATE—LOTS 24-26.48.cuutn.coo