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Home My WebLink AboutNCC240493_Site Plan or Location Map_20240221 4" CONSTRUCTION SCHEDULE i-\\ �/� . �� EpP I. Obtain all necessary permits and plan approvals.Erasion and Sediment Control /Ifhs (B&SC)permit and a Certificate aP Coverage(COC)must be obtained before any land disnubing activities // r\- \.Acopy of the E&SC permit,the COC and a hard copy of the plan must be kept on site,preferably ina �j/ ��pemtils box,grave ndacuctionenttrances spt.then1J/ / ,11-011 1�_ . \✓OSp n. 2 Install gm 1 non entrances firs tam autfmces,remforwd out fnw oudeta anti wanles. / \YH9t NMs 3 Em h 1 g d grubbing any necessary areas on the lots as they are started � � Q ` ��O RonO s 4. Be8 I grad g d t ti"s / � _ /��_9i-_ \ 0.�Rao9 5. Be8 1 -ihh tru t aL vivifies I - / In / -�% - - ` _-. III (7, 6 Em h 11 rough grading and house - TESR Ap ]. install driveways,walks an Ite d patios. .0— �� HARNETT\T 9 Bvglg n fine grading gmulching astabilizing file m most<ae n natianar sod an the lot �r F ?� p'Pp4 COUNTY I The'1 f 'h place -1 he lot is the edorgrassing' of stabilized easehold. /�� / 'y �� 0 t-- \ 5wOF0 10. The wnhactor shall coneself-inspections of the erosion d sedimentation control measures and complete y�>' ^ � JPS he following combined if inspection f found the DEMLR website � / / y YR�� 1 —= - \\ nP// r a s /b .Twelvemonths - /nthsY mineral complete and land inspection forms be eptm site and available � _ � !� ra'�-- ° _— — �� - .!/_�\ \ \ �o�SITE for P 8 .Tw 1 onih5 ofcomplcte insp«lion f Shall be kept on site and evmleble / — _____ \ inspection at all It is recommended a copy be kept inapmm[s box.Ref G.S.113A 541thraughGS �� ,-L- ', �— —_- �� cow U s 113A-57 Sections 15A NCAC 04,4 0101 through 15A NCAC 04E.0504 General Permit NCG 010000 NPDE$ % � - ---100� �'may {- \ {� -- r N f -� ``,ME ��w � � G " gUN� p� Self psedimentation control measures are to in h.Anyperfomiedneeded at least once every s //' y.. / 00 v 4.. BB-R —�� i S EY calendar days d within 24 h f every fill,tiler than 1 inch.Any d d tea hall be - "'� / �' • f Y 0 � �\ CO 0 w'' madimmediately designed.All ESC measures shall be dspecifiedm Ail � ./ f Op_ '�J �I \ \ \�\� the details this plan A gauge shall b stalled at the projecta for monitoring • VIN •- iI 1p4' rya `c" ertE 12 Inspection and final acceptance letters.Whenh project complete,the perminees shall contact DEMLR to �.. % r / _ _� 's :VAT. close out the E&SC Plan After DEMLR nfom&the perminee of the protect close out,via inspection report 'w 1 -'p �' 6 1\R\ ,.qs93 .Y the permmee shall visit•deq.nc.gov/NCG01•'to submit an electronic Notice of termination(e-NOT).A$120 e • .may{-ppp� ' � �R„� � - ... 7 \\ . ,,e9 cop§ o� annual general permit fee will be charged until the e-NNOT has been filled out —/ 8 �p\\\ �� " Pi8�" ... ....... .. f r¢o- ...f .. �( / a� a o �- R roar.:.'.'.'.'::.'.'.'.'::.'.'.'.'. ......J.......... ... y �ffo 10 \\\ a wen - \\ �� 401 GROUND STABILIZATION -- -� /gym \ VICINITY MAP SITE AREA STABILIZATION � x \ ,/ ^ WETLANDS. CTocn-Fiore�ltreat (N.T.S.) EXCEPTIONS 6�'`i.'.. .. '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.... ' 11 DESCRIPTION TIME FRAME � . ...........,. �-.�::-�� ./:.�.-...E:'.'. .................. ......��'.'.'.'.'.:.'.'.'.'.':.'.'.•.'.' ��/ — _ � II \ \., PERIMETER DIKES, 7 DAYS NONE o�f 4� 1 9R:-t. ... / _ \I) l I -...._h _.-..-�.....��1'.40.-. � .......... .—�._�1... .....................�:. -1�`UTILITY EASEMENT— �5' TILITT I�SEMENT�- _ � / \ SWALES, DITCHES o , .....st..�4a....................a ...,00" � � ................. — .':' /-- \ -___ el,s40) CA2 &SLOPES �i J�` - / \ ��FNTry HIGH QUALITY 7 DAYS NONE v ' I 1pg"YR l"- // \ \ WATER ZONES2 'C _............. � �. y�r.. ............ _....._... / / \ �^ .. o ........ 59 58 \ \z \�� (HOW) O=YR..... A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY SLOPES STEEPER 7 DAYS IF SLOPES ARE .',� /' CA2 / / / 61 ♦ 56 G/ ,\ �9 \ ` \ -• NCGS 113A-54.1`IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR \ h`-�l 1 THAN 3:1 10' OR LESS IN ... '. .. ....................' "� . / — �� / / 4 55 �. `r OO,yR-1 \\ COMPLETED AS AN EXCEL SPREADSHEET. I tU t \ AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED LENGTH AND ARE f I,""""�"—'- ".:J;'.',','y �- / ` G�� / S-'F�hy/� �� \ NOT STEEPER / 6g4'._.:y'.':.'.'.'.'.':.'.'.'.'.':.'.'.'.'.':......:.............. / / ` A Fry\ EROSION AND ..................... ...........yl'.'.'.'.'>.��/ m ry-4/ / tir I • ♦ SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE i5A THAN 2:1, 14 t,':_': / / // Ir. a �J/ . / / 54 0 �� NCAC 046.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY DAYS ARE ky ,','y ul / 47 // e� \ INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE ALLOWED �.+ I _'. yAl° APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, SLOPES 3:1 OR 14 DAYS 7 DAYS FOR I :.........'- "/ A♦�� 3 / / 44 45 46 / 49 \ DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, \\\ PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION FLATTER SLOPES GREATER .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: CAl/ / , o / / I 5O �_/// ' �3// __ \\ CONTROL PLAN." THAN 50•IN I 1 _ LENGTH 10'UTILI _EMENT S _I ---Sg'lLTILtIV FASFMENL _ ie/ ' / / // / ALLWITHHSLLOPESAS 14 DAYS NOFORNE(EXCEPT PERIMETERS I. , Vega Lane Vega Lane \�� / /5 — / / / / �ca�/ FLATTER THAN 4:1 AND HQW ZONES) / .....- . 1 _ - • // / If\ • '�' /v ego . 1e ` f - 10'UTILITI EASEMENT 15'Ui1LITV EA.G[.Lipryi \ T 24� /� 13 �� DATE: PAGE: - \N .t�1 /�a / / aG 126 // ( // / � s s /w sits k/Wattle -^-�' CA1- _ `_— ♦ / / — FL 7.1 Area to be FLD MI teenan 43 42 41 �40 39, ! -38- /— — N el / -?- lee -1 �11. 11-1 against eresIve velem.may -tee for tlyF,TLANQ$ WETlltl46 �- / / ., /�� MIn. 1 nw _Ir=_u nil uniferrh ...poet _:r f` � _ _ — / 37 O 1 �' 2x2 2 x2 the desiredength such that logs do not deform. _._'f� ''� .......-. +�•'�•'.......................... }+ �- _ / q6 .-------- Stokes Stokes 3. adaminilt eumor 10should feeteelnetd the toeofallel M :.............................................. ...... .........:.:.. - � aBDTIGry SECTION :t�i a a D: ! -- — � 36 4jr greded slope.gat areas sa ea°atedW land disturbance.T.ends of :edge of.ants(;)shun be turned slihtly upclope to .- .r._.�� =� ',26CONSTRUCTION/ 411111,/.•:... .' �.', LIMITS / rysilt il 4. Oak or other durable hardwood stakes an Lot Plan yM //h vertically plumb,through the center ort the silt socklwattle.Stakes should he CORUC 2 "/maximum interval of 4 feet or a of B feet if the 1 69i. s '-iceelejle./2 heiht or lo at a J Pavement)�:�interval 25 CollierGate Street I DrvTRENGHEDIrvaTALLAnory Co e / concrete blocks sockMattle to amnieega�behig Me sill N __, A �/ ISOMETRIC VIEW I. , ep,.„,nle aN.aat weekly and agar Al C ENTRENCHED INSTALLATION. MAINTENANCE: «MPaaT SOCK rvIAL run.RATES each,Inch accumulated retl' B as for Mulch nchedSocAe AlaaTaB. <anP«tsorx '^°" az,a neeeeetoallow for Prot M d Oran o e er ,, (It)(moo.m)(;oat) m� 2 b.fg7E.acneuate see n, / . _ 2 ( \ �\ Sheet F wwy f Silt eeeil/"k�st","'4 I°aaFm)t i��aFmi (»'") (01 ) two) Reinstall if damaged or lodged a / ` \ = TJ. If pending becomes exoessNe,Me MR _ J.. WerraNDs 24 P3 22� � 20 \� \�- red xp.uoRo. Ts zzs xo er until 128_ . tnmaan aetr its tI wen/n 1 0 _� -� spm/n s,t, s,,,, au,/n --� tAt rnfi (S]4 sm Pat /m/m) /m/m) /(m/^') /m/m) /,.,/m) measure has been pamlanantrrrMe'zaa I / % — ----t �i_/� �� 1�0 �' .� / - �\ �.�: �— A3 \\1 \�� \ley\� L SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION _ _� — __� —_ = �� — = ° \\�\\— J DATE: PAGE: ' / _ // �� _ �\ -�— �� \ I )44 1..._ ---;--;>- -7 -- -„— _,,, ----- ----- -7 4 S � �I I- G Ise ; I ee s � , dt e � � � ))))) ,......__S( l T R 1 xa II .Hu. I as I Or sous Q El , / r ic) . �RO,�'A4�1Fi '•' -OAWAY 1• ':P�Iia�1. Y� HO,.: -- / ' 1 \ / / � INLE�GE OF CURB / . ` --------- 7: / // � v Notes: t.If needed Tree Protection fencing should be installed along the buffer zone,wetland / boundary and/or around protected trees,providing a radius of at least 1,25 feet for each / / // / ./..* / 1 \ \ / / / t /FLOWLEGE DI inchm Wnkairaman \ / 1 ' / // / / (// \SILT FENCE --- 2.Install Silt Fence on the low elevation sines of each lot.Install Silt Fence outlets shown on ) / / J /I \\ I / /\ I�ry scntiguo sa nd ha anti fete adustew f necessary,for placement at low points.If lots are / / / / / \ / / /" contiguous antl have dMerent land owners or builders,each lot should have indivitlual Sitt l (` (II/ 11\ /) ///\ \SILT FENCE OUTLET ® 3.Install required Silt Fence nsi l0 fefthe property ensu ensure retheihere isnof sedimenth 1 \ c / / I ,CONSTRUCTION ENTMNENE septic system.It is he responsiblllty of he builtler to ensure heinslallatiOn Msetllment / / ` \\ I / / � //fl/ \ CURB INLET = control measures does not impact the septic system and repair area(;). J I// / I/ I I / d.Al least one Construction Entrance/Exit is b be installed per lot / \ \ / I f ) // \ 5.Waste bins and other areas dedicated ee for managing building material waste shall be at \ \ \\ \ \ \ / `/\ /I//lees[50 feet away from storm drain inlets or drainage dkches unless It can be shown that \ / / no other alternative exists.If this separation cannot be achieved,these areas must be / nails for behind Sett Fence. I\ \ \ \ ♦ ` \ \ \ /// / 6.Inlets downstream of disturbances should be protected:streets should be swept when \ 1 1 1 /r// sediment from the construction activity is present. / ..ANC-Environmenlel.jpeq T.Details for Gilt Fence,Silt Fence Outlets,ConstrucLAYOUT Entrances GUTTnd ER other measures are Th / \ / \ \ \ \ \ t , I I / J ` 1 �/ ///�//// f I// / \ \\\, provided on additional sheets.Erosion and sediment control details are not drawn to scale. J 1I / Jl /7 / \ ------------- TYPICAL LOT LAYOUT WITH CURB AND GUTTER DATE: PAGE: z PAGE of / .26. MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION TOTAL DISTURBED ACREAGE: 0.85 ACRES oaaStool LOT EROSION CONTROL PLAN Q� General-All measures will be inspected and corrections made after runoff producing rainfalls or at least once a week minimum.The builder will insure that the construction activities on an articular lot do not adverse) affect an of the installed erosion control measures.If lot construction dictates measures will be p p g per any y y LOTS 34 & 35 co'�♦�' 1•'Y•''i�''i•''i�''i� s0•Mw.o, 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 in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover. '~~~~~~~ �rarCOLLIER GATE /�yy+y+y+y+y+y+y+•y+y+11:0, �°eaa 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 /-...•�•�- -al 1,z•�•�-�•�•�- -al�•.sy, objectionable materials spilled,washed,or tracked onto public roadways. �' _ ~Y�� 4,��4,4,ti 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.An sediment deposits that build u against the fence should be removed and disposed of/ _ Ma p y. y p p g p properly to insure ESTATES �" 1�Y•''i�''ii''i•'77'"i��•''��-. 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. ii ii i i•'ii i•'i•'i� FOR �+.�' 'tom' •+i•'i•,or.„0 "CU 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 / - -+ • ? a^4,'' 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. A&G RESIDENTIAL, L LC -•• 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 Al areas are germinating properly.Any bare areas should be CARVERS CREEK TOWNSHIP CUMBERLAND COUNTY Construction: Maintenance: 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. I.Clear the entrance antl 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 SCALE:1"=120' JANUARY 2024 material and properly grade It greater rainfall:make any required repairs immediately. 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 GRAPHIC SCALE 2.Place the gravel to the specific grade and dimeneiona shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment sediment shall be deposited within the project in such a waythat the sediment is not subject to erosion bwind or water. smooth It. from leaving the construction site.This may require periodic j 120 0 60 120 240 480 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone, 11 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled washed or 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.re to avoid undermining the fence during cleanout Remove and replace stone as necessary as it becomes clogged with sediment.Remove all subject to seepage or high water table. tracked onto public roadways, fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. ( IN FEET ) inch = 120 fit CONSTRUCTION ENTRANCE/EXIT MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.25305 PHONE(910)484-5191 FAX(910)484-0388 LICENSE HF-0106 LAST SAVED:1/25/2024 4:54 PM LAST PLOTTED:1/29/21124 TOO AM PLOTTED BY.Dennis Gilbert ncnvvun:G\CURRENT JOBS\A&G RESIDENTIAL LLC\23-2SS5-10 COLLIER GATE-EC\PLANS\COLLIER EC-LOTS34835.DWG