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HomeMy WebLinkAboutNCC241146_Site Plan or Location Map_20240507 • 2 7 ,F CONSTRUCTION SCHEDULE // /7 / v / /%j" (�' / // 9 / // / / - '.2 / I.Obmin all necessary permits and plan approvals.Erosion and sediment Control(EMSC)permitand a Certificate of /// J / ` // //�// // -/ / / / ( ( / I / �' Coverage(COL)must be obtained before any land disturbing activities occur.A mpy of me E&SC permit,the COC and aJ / / / 1 / / 1 / j�- Immll end grubbing first ern silt f n a permits box,aced accessible during inspection. / // / 7/ j/// / / / / /® hard copy of the plan must be kept on m4,preferably )I S 2 e es,reinforced silt fence / / / /// j / / /// 1 / / �` �1V� r °'recant o nu Niaoa wmtles. \ /i / // f 1 / / // / J / / / I / 1,�r sff+±io°4o w y N`�_``• 3.emiah clearingsry goon necessary areas an clots as men are started. 1 / \1 // \ // //% / / / / �-, o / . ROAD -'�v` 4.Begin lot grading and excavation activities // / V/ /\ \ // /// / / / , / / / 44„o,P N21e2 °NDC, Begin or continue wimhouse conamuctionactivities. /// \ / / / / �� J %' / e-,,, 6.Finish all rough grading and house construction.All areas not disnvbed far r days needs to have temporary or permanent / \ // �j' // /' --- /' // ( • I 1 E<G I 5 Er1+a0no wtrv,pO"s� z m��i a�i�ewar�s�.installed. XI and patios... • l/// / J� // \ (�J`/// /// �� \ �-�/ // / 'J / a•y ponoslDE/ C. a \ ' / egn N • aNP^sr 1- N1a` \JO S.Begin me grading one aces / / / ) / / // /R B( / IL�J o 0 50.204• III VO A 9.Fiwl grazsing.mWchinB and smbdmn6 of lot In most cases this wJl involve Ne nmtellavon of sad on the Iv[.The mlt / / j I �\ J - / / , / TeIY// // /' t-�1 45 4, s IF ,�...“ chew;nremainmplereanmmelousaoaaeaorg<asamgisatabai:eaantitakeshula. r l �� / j / �.-� 7---• r/ / // / / 9 ,vie Sc" i VOA ; MtVN qpl 10.The convacwrsM1Wl conduct eelf-inspationeofinettosionand sedimentation cono-olmeasures and complNeNefollowing /� / I `��� �� / ---� /// / / �a /- .-� a5 ° 'gbo,� G\�G combined u' pecrmn Term found an me DEMLR website // I r \ �/ / // / / �« a s" °�'° elps:// .tic calm va .General 1wol d sr Construction1 / amrnpaea A\ / ��.� / / // / / �/ / Rz°,4ow �°pOsaiow ,w tied bek no- f:cs. 3 a.Lora cs. scnc D4wD1Bl / (lI`�\ ��J/ �� //mac .OVER NkerreyktilERE. / // / / through I5A .0504 Sp _ Twelve m r pl n a fshallRef: kept d available f p all 15A NCAC 04A.days I ` \ A _ / PPE.HAVE / 7 / w 8 ✓ 1 // II.Self inspections for erosiond W' n control measures are to be performed at l . / / ,}a`��(I \O w.'Y �'1OT kf$ and within 24 hours of every in event ofgeater manlivch Any needed repairs shall be made immediately to maintain (/ r \ / ,7 / / J'P �/ CONSTRUCTION �J/ / •XP`` \,1w FP�AtROh° ir measures \� / \\\ r / l ENTRANCEREMAMDER J\A * U5sY•6•V` BW ., as designed.All ESC shall - d pe'fid-m - d - Pan.A ran / �� / / / /y-� OTBT°REMAF GO o'p-AVO IV \XX.�11 IInspection gauge (land Bnela be e m I Whenh ^\\\\\\ \� /� �j ,//// // � / / i. LUNDISTURBEDry \�G EffiSC Plan After DEMLR'f m pe Ira project 1 inspection repo m p c shall visit / / / \ \\\\\ / / /// 0 E /// / rr\\ / oG "degnCgovNICG01"to submit an electronic Notice of termination(e-NOT A$120 annual general permit fee will be / 1 ^/ /pTAr D 4,1 s d cONSTRUO� i � / / / / \ / / / HOU9 ��-� -� / E''q, .d't �� charged until me o-NOT has been filled out / \\ \\\\\ -J ' // /�a� T� • a �' GROUN / D STABILIZATION r f ��\\\\\� // - � �� /� �\ SITE AREA STABILIZATION / / / // ` �\\ \\\\ /' '/7,°� / // 1 _moo r -� `' EXCEPTIONS / / \ `C �"� //� y // /�- \ �� -vk�% ,� - DESCRIPTION TIME FRAME / / / \ ��\ / // O o uND REMAINDER OF / ✓// \\ \ -J _ \\it PERIMETER DIKES, 7 DAYS NONE J / / / // / oaa �'`'��p� '/� • apNppp��O \ \� \' \\\ \ / / / a PT'. / TpEap.F \ \\\\\ rn a° SWALES. DITCHES / / zg� / �/� \ \�\� ll &SLOPES / / 7 / / �\ �\\\\ / / O''a / �d7i'/ \ N. ��-tea �I/ `--� -�� HIGH QUALITY 7 DAYS NONE / ( / \\ \\\� / , //� �0 coNSTMc o r �--/ % // /// \� �� '1\1/�(WATER ZONES ( // \\\\\\\\ 1 eE OpR /'/'.��-ai WJL((i /�,s'. j /_ ,-i� -- --- 1 (How) \\\\\k0 HAVE BE WHERE o' 0 REM /IP // X4\••1 / 1 \ r\\ SLOPES STEEPER 7 DAYS IF SLOPES ARE I / r \\\`\`T ' / /// aesD /'/' / y / / �// �l\\�\•\\\n`� A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BV THAN 3:1 10'OR LESS IN / / 1`\ \ / - I H /p /7N01°RE / /�/�/,�/▪ / �P' / l V. \ NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE I/ \ \\\\\ s \ / . ! coed rtOORION ///// IrvpoR "� /'\ .. \\ �1 COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER / l ` ..� \\f�\ \\ / / `-,•-,� CE REMAIN /� R LT FE °O \ % v \1`'•\ AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 / / J` \/ )) \\ \\ / / % EN // / ///// / slBATERT ED( O';o L \;\Vy�\W ��_ SEDIMEROSIEN AND NTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE i5A DAYS ARE / / r \\\\\\\\\\ / o Iso / iVT '• coNvax 99bt j��� / / od '1 • / / \\�,\, \��� - -- �� _ ALLOWED / �`` \\\\\ /-/ E i -SIFT _UMITA /i/, •/ ,Ale, zoee / \7 -- ---- NCAC 04B.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY / / / \\\ .... TCH / - fig ��///�� // / �L `;�\\�� ��---- ------:II:, ---�4a- INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES Al OR 14 DAYS 7 DAYS FOR �\ \ / / /D _ �� `�- ........ - _---__- ---- APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER / \\\\ / �-- --. i �XR// / �' i / I \ -----_--- -___---- ----__ / / / =fad%"v / (// / �, M\� \ DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN // \\\\\\\\\\ / ///� /% //. -.• '% ��>// / // \ �/ / / / 1 \A\ \\\� --- - -- PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH ✓ \\\ < i / / / /// J/ ( _ CONTROL PLAN." \ / / • / / /// I ALL OTHER AREAS 14 DAYS NONE(EXCEPT / \ Oil \\\ \ i "�� �°`T E///! /// / / / // 1\ \ \ WITH SLOPES FOR PERIMETERS / (I ) J i°uIr4�SO ADy� /' ,./„...., / / / / / ///// I I I\\\\ k:A\ ( I \/7 / l \ DATE: PAGE /silt sod,/w.ccle Silt Sock/Wattle NOTE: ( c, - / / / �, j�,O1� / �,__I //�> J ( Y � \ \ �� - -- PLwz� re .I Na�.r / /' / / /� �, / / /-- - / �^ ::: \ 11 \ �� - _�\�-T �.n�--n. etl =11 / T DAY GROUND GOVERN DTCH WHERE / / FA OF LOTS // / �� ��\ NFLooD zoNE - / / \ -------.1_ \imkea st k to Me deired •M - P PES HAVE P PEErwAYED ' v /` \ 190/ ! Rer.� // /�/ ///- L-Ile- -- r \�\�' o\ -- -- - wmPoar BEEN N aTCH N llemrn DR vm.msEDTON ory o ea graded slope.Silt ww°""atw.a d: / ° - \��\�\� cGRTLET // /j 12� �1` J • ��� - Pat areas Mould be 1Neted Nee edge art. 7./ V ONSTRUCr ed slightly P.aPemland disturbance.The ands of Me silt rvTRArvGE etti/4.4 w e. preventrun.dkamq g undtheendNma � , ,- . J�G % �>> � J // / // '�/' \ ,at Ilbe hardwood stakes wM a 2 .gp/ / WA'ra toR v /G �/ �� / /' �__ ��� - dbdnn •14 kII inch x 2 inch cross section veN.Ily plumb.throughtrecenterofMe,r �' % BLTPE� / � �', D �ED /!i �// / - m. m nrersa 0r4t.NOra,"„,„,nrereas should be plac.at a �A EAR , REINFORC �� - - _-n.4n.b / /'/��r T �,/ /�// ounEr \\\ I /jam �/ / ( 7� / /� ��` �� -��\\��/Trench'n ,L}cocoa Mu Cn«coin at aa'Inn / /-_Tot/2 Y,el9hl of 109 9raun - I) en '/ /// //G/J / / .tI \\\ ` /��// / _- / ) / �� / _ -----_urvTRENCHED rvsrALur oN a behind lace dodomesilt a. �///' / MUCTION-7 /lam'% / !'5 `\\\ \ ////// /// J /// / / �-------- - - - , _\ \EN BENCHED rvBTAL aGrv• _sock/wattle to n. ISOMETRCVEwld it in / / V EInnI R /�' \\ \\ C_/ -./ -�/�^ /j /------ --__ - ��1. spA"t:nsaddwahLatleastweekl.andafter Remove y Ro �a // / \ \\\_0./ �__ - -__�i / - ---=�Mulch or ro o n x mlp.L sow R.a j eon needed to _f greater _ ., DITGR E eED �'/�ita�i' `��) �\ • ���-_ __- \� �%� / --_ - - \`\� _f«wrmneleds OSRS o<,e.ova.(., Ieees( .`nil(/o:m)(B�p",mI 3`,m'°ia rpoaga...m.....oea.ereelwe / /7 / 1 r�+j / °°os �J�\ %/%/�-- , /- J - Sheet Flow-.- Silt sock/Maximum t(NA) 00`re i Feet Feet m.vneed b ePe.a mM e o // / � / / �I/� •7 /// - �_- -�' -_ \ A f the (>os m1 (3 ) (Soo m) �;damaged or dter or a islodged.era. -% / /// / (( / I // / C - i Area �>ap.Mm B.. r• n r5. zz w s e bum / J (/ / / i- /��` /`/ - `--�\= uyn aNe q in q in ,min mitt TVA" tan a / y// • /�I �[(/' / _- 11\\ / - -- •'-- Work 4. /m/re /m/re /(m%m) /mjm) ntee eme..�nn.s..en pmm.nce 0N...Ir.-re //' ,/I ' /' /� (I -/ ''/�\ -' '-- - ---- SILT SOCK/WATTLE FOR PERIMETER AND�INLET PROTECTION / /�/' /j/ J II I��� /� \ \\ -) --_, / ,,. C _________ ___, DATE: PAGE: J / //���// IrvFLooDzorvE / '/// �/" 1\`\ell \1 C� �// ( ( �- \ / � '____ ____ ______ _ /__ L/ / AREAOF Lora // // 1 \ '� I �'�/ � //'___ ////_- --_-�_ ✓r � /-j�o I ///jj, � ,/j/ �ii � zL \\�/ �_�S � l✓ 4EE - 00 � �� 4 JI. ✓c 2 / /j •/ // � //. //// / �� \�/i��--�� / �� I 1 \ HOUB ou5 4.-us m� / ' /// /�ij / i ��\\�/� � y/ /\ \ I i �1f 4 ll ll AHD HDua2 ,4µ// / / i/��%i/�� \�// ��\�/� \\ \ 11\ \ (--- -� // // C�_ 2 ��/ -� i/ / jig ✓//� �� / ��/ \\ \�,N> :r. r�s'J� i L��s Ara lz_ ___ / / / �// 11l �� - _�E°✓ T,.-- �� //i �i /%�- �) -----/ -- 1 / ) I 1 \\ I "-_ _ // S Notes: /-=/ // of i% _ \ / / LEGEND 1.If needed,Tree Protection fencing mould be installed along he buffer cane,wetland / ///j//�/ �- / 11 11 (\`r \_'/�_ /�- J boundary and/or around protected trees,providing a radius of at least 1.25 feet for each / / / �� /////�// --- -----__-- �\I / / / 1 \1 \ FLOVV N @ inch of trunk diameter. / / //�„ - � I\( ` 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on / / �i-- ///Oi _ ____ _________ \ ( \\\\ \\ \ ) / �L)-'f� schematic/diagram and fold adjusted,if necessary,for placement at low points.If lots are /-'� / / j/ ' -/// -- -_-_ \\�\ - J \\ \ \ \/ SILT FENCE DIVERSION DITCH ......- WADDLE/SILT SOCKS t contiguous and have different land owners or builders,each lot should have individual Silt / /% % __-_-- \\\ \\ \ \ - _ SILT FENCE OUTLET I. 3.Install re 'red sin Fence within mreet ofline to ensure there is no Donnie with -� -�/ /////i/�" �--i �i _- �\\\�\��� \\\\\\ \ / // CONSTRUCTION ENTRANCE septic system.It Is the responsibility of the but d propertyo ensure the Instelletion of sentiment ��= / /j�'/!j j'/� - - / / --- ▪ \ \\�� -\ \\\\\ \\ ---- --_' / _- ontrol measures does not impact the septic system and repair area(s). - / //% j// / -- - - \ �� \\\ \\\\ - 4.At lees[one Construction Entrance/Exit Is to be Installed per lot. /i//j/ -_ - /-� \ ..._-_-:--'---\ \, \\ \\ `_ / / ` 5.Waste bins and char areas dedicated for managing building material waste shall be at _�� - // ___ / / �\\ \ ��-` ,-_--_-_„ least 50 feet away from storm drain inlets or drainage ditches unless a can be shown that --j j/�__,,,,----:....,_!..,___,,/ // / -_-_ i // / \l\ I \ \�- \ / / /" no other alternative exists.If this separation cannot be achieved,these areas must be - __-- j�___ / // _ J 1�� ( \ ` / L / contained behind Silt Fence. i- /. /��/ _ �' /' .\---- \.) - �\\ ( / 6.Inlets downstream of disturbances should be protected:streets should be swept when - / j%/j j i' --�- // ---'_\ / /// - / // \ \ ---- // sediment from the construction activity is present. / / j//j/j.// - - i ` / / ^\ // - \ \\ X / _/ --_-_T.Needed onn adtll[oonal snets.Eroosioln antl setlmentcnt of details arenetS2wn[oa are /j%/�/ii/// / �r/� �' /' // l 1 \���\ // 1a /' _ / -___ - L scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES 17//7.5 j'/ // L_ // /// \ -� \ / --�- NOTE-DIVERSION DITCHES AND WATTLES WILL NOT BE UTILIZED IN ROADSIDE DITCHES - /�'// ) / / -- _ -/-��-'/' /S� DATE: PAGE PAGE G E 2 of V TOTAL DISTURBED ACREAGE: 1.15 ACRES LOT EROSION CONTROL PLAN "`R MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOTS 1, 2 4 6 GAVIN VENTURES so, General-All measures will be inspected and corrections made after runoffproducingrainfalls,or at least onceperweek minimum.The builder will insure that the construction activities on anyparticular lot do not adverse) affect anyof the installed erosion control measures.If lot construction dictates,measures will be m� p yMINOR SUBDIVISION es' o w 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. !�w Yi i}p_ 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 /,�y'=;�� objectionable materials spilled,washed,or tracked onto public roadways. FOR -- Silt Fence-Sediment fences should be inspected at least once a week and after each rainfall event.Anyrepairs should be made immediately. Damaged or decomposed fabric should be replacedpromptly. sediment deposits that build upagainst the fence should be removed and disposed of properly to insure / $''' p p y g p cAny p 9 p p p y FURR CONSTRUCTION AND T. 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. il - ,. �.,°° 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 N "`"`•>.= ? e�4�e and stabilization of the root bed.The sod should be limed and fertilized assoilrecommendations andofrecommendations when D EV E L O P M E T_ INC. __�= per type type grass and if possible. .-•� 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.Any bare areas should be ANDERSON CREEK TOWNSHIP HARNETT 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. 1.clear the entrance and exit area&all vegetation,roots,and other objectionable 1.Per NCG-01 inspect at least once a week and after each 1 Inch or SCALE:1"=150' MARCH 2O24 material and properly grade It greater rainfall:make any required repairs Immediately. 2.Place the gravel to the specific grade and dimensions shown on the plane and 2.Maintain he gravel pad in a condition to prevent mud or sediment 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 smooth it from leaving the construction site.This may require periodic sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. 150 0 75 150 300 600 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone. 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 care to avoid underminingthe fence during cleanout.Remove and replace stone as necessary = 11 subject to seepage or high water table. tracked onto public roadways. 9 pas it becomes clogged with sediment.Remove all 11 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 ) CONSTRUCTION ENTRANCE/EXIT 1 inch = 150 ft. MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305 PHONE(910)484-5191 FAX(910)484-0388 LICENSE 4F-0106 LAST SAVED:3/13/2024 4:50 PM LAST PLOTTED:3/14/2024 11:42 AM PLOTTED Be Dennis Gilbert FILENAME:G:\CURRENT JOBS\FURR CONSTRUCTION\24-2051-02 SHADYGROVE-EC\PLANS\GAVINEC-LOT51.2&4-6.DWG