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HomeMy WebLinkAboutNCC240930_Site Plan or Location Map_20240401 in° Cr" cuFTa+Maziati ROAD ) revv:. 4� `" \ �'' V,C ''7\ \ \ - DATE 394� ;m 4, I - ' -�10'UTILITY \/"/ \ / \ / /// / ( /- // PAGE: PRO R: T 9::•4 '` r" - I EASEMENT,-A \ \ \ 10 • / �i' _ / BULL 2AD` \ 1 m // -- 1 I 19 40 , 44 47 I B D Co - N8 I/ l Et+z...•s•>-•';eo' o�� //k \\ 48 \ \ i �/ '/y J// �A� 2.,„u �E� ;F. �G, 1 \ G„ p SITE E..Ee.:•:,.:,<;'sf+ soy a3 s n i N ,,GE \ \ JOHN MCMILLAN ROAD 1 9 / A 10'UTILITY - HOUSE HOUSE HOUSE SR� �A Ae A •••'` m Z w /'1rJ'UTILITY- \ _ \ EpS UTILITY ,- /--to 9 - - - - - - - . Oye BASEMENT I �"' -�-- ,- E�//.!. eN / // nH sEn n S n �� i'� n0u5 :412 LAN I I 42 \ _ 49 / - // �n12 I G JOHSNR z�4a I o 20 ro I I /\ -- �� \ -- in$ \ 1u E M 'i I . . . . . .//- cam -HunlSRnr� i.� IJ L_AY Hu Ll l LVAT -pnAnwAy _Iro�`vAr J Lo AY J a J m ado F >I ( �J 7 \,....- \�2..(' -- 53 zi, > Leo e.^`�I 1 \ LEDGE OF CURB Notes J 2)).14 ).24rA5 %� I m ll I `9 / --- llapj 2.- \ toot f g�aw..o I ./ f -tufts"LET 1.If needed,Tree Protection fencing should be Installed along the buffer zone,wetland allo '" I I 50 \ - \ $4 e:` \ _,.s `1r". '/ '$\ - -•- - - - - - - -/- boundary and/or around protected trees,providing a radius of at least 1.25 feet for each } inch of hunk diameter. S' „„,„,ZE1.-'"3} ll 21 I tss - p• 52 1 S�MNtlem`A�a J _ _ ' - LEGEND " 2.InsWlmatiGdiaceonhde low fieltletivati�dsitlneessachl(orI(stallSlltFencePo6nisshownon 1NI 11 - sc gram an Ius ry pacemen[at low t Ifl oars • m / 1 4 a - -- \ � I ,NEG:. Q���Ba� / / \ / opt guous and have d fferen[land owners or bu Iders each lot should have'd'Cual Silt • • • .- zi� \ L°t3aa I� - I - me tL'' a s' 1 I - Fences / \ a'A" �' - j - 10'UTILITY\ 0 "'a �' 1 / \ _ _ _ ® 3.Install raqured S'It Fence with n 10feetofproperty tte to ensure there anowllfl dwbh�, \ // / I - EAEMENT\ �e•,. •.••............� •• , II I �- - • - - tCONSTRUCTION ufts INLET ENTRANCE septic system.lt's the respons blCO of the bu tiler to ensure the nstallahon of sed ime nt �'`\ - �' \ .,,....•,..••.,�,V�poi•• I _ �- - - - - - - - - - - - - � control measures does not impact the septic system and repair area(s). / I l / 4.At least one Construction Entrance/Exit' bet II dper lot 22 � 51 54 7 s.Waste bins and otherdedicated fmanaging building materal waste shall beat JB'IITILITY� / \-' /� I \ t\.v \ I least 50 feet away hornstorm drain inlets or drainage ditches unless it can be shown that VICINITY MAP p-EASEMENT gN e" 0'UTILI \' ' ' ' ' ' ' no other akemasve exists.If this separation cannot be achieved,these areas must be M \ $EH.ie':>�' EASEME .r \ EFA \ contained behind Silt Fence. I / \ - 1 1NPC,'.�{ii•';;y!i"`N��+ I '`' 6.Inlets downstream of disturbances should be protected;streets should be swept when N.T.S. /,rvf \ _ - o ;p,.•�e:,«i,• \ \ I sediment from the construction activity A present. / \ \ I I ..NC-Environmental CONSTRUCTION SCHEDULE � \ / A•;'v EASEMENT I _• " ' \ .jp4g 7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are / \ \ e \ 'w°'f'ae}•" \ \ EASEMExNT I .�s provided on additional sheets.Erosion and sediment control details are not drawn to scale. I.Obtain all necessary permits and plan approvals.Erosion and Sediment Control(ERSC)permit and a Certificate of Coverage 40 t s, ,• \ G I I CA/J ' TYPICAL LOT LAYOUT WITH CURB AND GUTTER (COG)must be obtained before ray land disturbing activities occur.A copy of me MSC permit,the COC and a bard copy of me / \ \I \ 4.,••" \ Y_ I / - - planmustbekept on site,preferably in a permits box,nil accessible during inspection. 1 / 23 ^\ \ •y \ \ y06 \ / 55 e2j I OJ 2.Install gave constma[ion cnttncaa first,tow silt fences,reinforced ail[Inge outlets and wattles. I ( \ Va'\ 10'lrrILITY •1`• ( \ \ qp \ / I \ DATE: PAGE: 3.Finish clearing and grubbing any necessary areas n the lots as they are started. \ \ EASEMENT \ O; \ / \ \/ /. *:' 4.Begin lot gating and excavation activities \ CO?. wM1 \ "' ' 5.Begin or continuo with house construction activities. 1 \ \ I \ \ 4M1a Z \ / / •'•''' 6.Finish all rough grading and house conetmcdon.All areas not disNlbed for T days needs to have temporary or permanent 1 `� J/ I \ \ \ p=A \ / \ \ / �_• • / 9 I ,Ai a d, d „ A 24 V A 39, A A o-9 // V �'� V A 4 �R 6.B s rn g n ^og V ( Lot Plan A A \ \ fV 56 :�: 4T - r4 44.c, 7e 9 root grassing,mulching dstabilizing fl h'will involve the installation of sod on the lot.The silt fence will N� 1 \ \ fl \ \ \ 1 / �, ��• I . . (, / [o remain i place 'I th 1 ?ridded & tb b'I' d dark hold I \ \ 38 - \ \ ` a i 10 Th m hII d If' M fh d d' tanon control measnee nil complete the followin8 O 1 A Lot Plan ♦•T•• V A I OVA, A C>� ' ' ' ' Q.� I'�'�' i. combinedself-inspectionf found m DEMLR b- ;� •'r \ ♦ �Im • YL �� M1nps//www.de9. .g Lb Vd-- gY - 1 ill d [ormwater/sWlmwetm Progam/npdes consWetion program q� \ \\ LS \ ` A&F \ \ \\ m�. \ "\� >e®d a614G / '•uT V s MAIL 3�2 ...uriLITY : e� p Twelve m h f completep f till be kept on site and available for inspection et all times.It is recommended a `Z2 1 \ Lot Plan .y - 1,... E45EMENT \ ®01•• PAR - Q a'Oaref copy beke%in a permits box fQS. 3 .lthroughG.S.113A37 Sections ISA NCAC 04A.0101 through ISA Z ��An A '\, A \ KIOSK 4G'.1 . OOOf' V . aro„aa NCAC 04E0504 General Perth NOG 010000 NPTES for Construction Activities. 1 \ •�4, \ CA-2\ \ L, \ �e� \ OF / i s msa<eti mlDrcrasPon and sedimentation control measures are mce%rt a least once every son calendar days and A v \ Fys \ n,r��;�t.' v V AREA Cp V 4w YY m '` \ CA-2 6 \ e44 COLA •. within 24h f very vent of greater than l inch.AY needed repo truce made imm.iat<q to maintain measures as ;., >' \ 37 L_ •\ %tn.4 ee0 designed. llESC shall be maintained ar fed' h wctiondetails on this pinA rain gauge shall beinstal. 1 26 •''•'•. �iA Lot Plan \\ \ \ \ / 4'e w i414%.7 4 at me prof f . .rag Lot Plan a'4 \ / < -y=' _... U.Inspection dfinalacceptanceleners When the project complete,the pesminees shall contact DEMLR to close out the E&SC \ 04'''• '„ \ \ , \ \ \ / •:'> / - *re- Y Plan.At informs the pemmittee afinev i I out via inapecfan....the pemmmee shall visa \ tc "`S \ Vgz \ \ E\ 6Mn. 7kr "deu.ne.gov/NCGOI"m submit n electronic Notice ofe termination annual general permit fee will be charged mk9c?4• 36 \ \ \ \ I �4�Q ail, •(•- M' until thee NOT has been mledanc / \ \ �"''', S4(,�''" Lot Plan \ \ \ 57 \ •\ -- +k •:bin / _ Oita*p ryy,. SODDING I CA-1 \\ 27 toy,.. C04 s 1 �'._.. 1 Cal 35 -�� \ 11 C0 t Construction: Maintenance: �� \ \ �� N \ \-...... Bye 1.Clear the entrance and exit area of all vegetation,roots,and other oblectlonable 1.Per NCG-01 inspect at least once a week and after each 1 inch or LA220011.STAGGERED •••f"\ \ \\ \\ \ ) \ I\ material and properly grade it greater rainfall;make any required repairs immediately. ^^ I \ 28 / \ \ 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 ""��' I \ \ 10'DnLITY\ 3 \ smooth it. from leaving the construction site.This may require periodic GROUND STABILIZATION _ °'""°r"'""'"°"E°Ea EASEMENT I\ 58 \ 3.Provide drainage to tart water to a sediment trap or other suitable outlet. rrredt sing with 21nch stone. \ \ 10'UTILITY ��\ \ \\ / \ \ 4.Use geotexNe fables in order to improve stability of the foundation In locations 3.Immediately remove all objectionable materials spilled,washed or EASEMENT 34 \ \ 10'UTILITY subject to seepage or high water table. tracked onto public roadways. SITE AREA STABILIZATION \ \ \ \ \ \ EASEMENT EXCEPTIONS MATHEO RECTLY. E 1 \ 29 \ \ DESCRIPTION TIME FRAME MATCHsbDaBBSC,Lrara \ \\ 1 \ \ \ \ \ 10'UTILITY_ I CONSTRUCTION ENTRANCE/EXIT PERIMETER DIKES, 7 DAYS NONE \ \ I f I EASEMENT \ 2 SWALES, DITCHES - 1 \ \ / \ \ \ \ \ &SLOPES HIGH QUALITY 7 DAYS NONE 1\ \ 30 \_- \\ \ 1 \ 59 \ \ \ WATER ZONES \ Lot Plan 33 \ \ - \ \ DATE: PAGE: q(HOW) r \ \ \ \ Silt s /Wattle _ S- s /Wattle NOTE, SLOPES STEEPER 7 DAYS IF SLOPES ARE I I. ( - \ \ I \ \ \ w�� I a I heaubatmrea r« equivalent protection st erosive velocities may THAN 3:1 10'OR LESS IN tt ... ((9 \\ \� \ \ \ \ z = m -11�n "use in silt socks or fgpnr�m ream \ \ 1 �� -1L ""L+ II "" LENGTH AND ARE I \ \ 31 \ \ \ 5--L \ "'I 2 2 1$ "'I 2 2- Mat logs do not deform NOT STEEPER ie�TiO as:Eoo°mEpAa.E'opa THE MOWER 1 - ...� \ \LDt Plan Lot Plan\ \ \ \. \ 1 stakes Stakes I� installed parallel o,e'a THAN 2:1, 14 w,TH,HE ao L. E LAID. HIGH a-a1. \ „tan \ s \ \ \ SECTION SECTIOgraN minimum silt so uwae. DAYS ARE oN APPEARANCE OF GOOD SOD \� \ hula be loomed".(tyre edge of Mew ALLOWED • 11 - . . . . . . \- I VA\ 'orS. A \V < Ro land maes))nmaeetu eMe lligntNmrenMm SLOPES 3:1 OR 14 DAYS 7 DAYS FOR III I - . \ \ \ Ge A.0.- a,.- from rag around the end n urable hardwood stakes with a 2 FLATTER SLOPES GREATER II�i�II�III�IIIIII Ih(III, ,., \ \ \ i \ \ CA-1 \\ \\ e`a on.- SLOPES "- THAN 50'IN Allul V VNVllll VII \ ` �m r� J ,� inch cross se.on should be drlven LENGTH 11 .\ lac \ \\° I,\ \\ / \\`---7 \\ \ Vl a Nq sock/wattle.Stakes should be placed at a ALL OTHER AREAS 14 DAYS NONE(EXCEPT - oe� CI ), \ ' . \ \ \\ �A \ \ ( \ hmaximum interval of 4 feet or a maximum inMrval WITH SLOPES FOR PERIMETERS i 1_y m a...ar - \ \ s� \ woo Mum or tom s Tgro�nana MITI FLATTER THAN 4:1 AND HOW ZONES) '`oEJG" - an,nre I \ \ \ \ \\ ) uNTREna o�/z tte yuntoor log ' 6 behind @\ \ \ c ED NaTAL T N m...�HE ..m.mmw�m�TALLAT ON _ ,, con..blocks shall be used DATE: Wire Fate Filter Fabric PAGE: y1\ \ I \ \\ \ d\ /9 ISOMETRIC VIEW sock/wattle to old it in place during runoff events. I, Inspect slit soc.ettle al least weekly and .Max.Star,ard Strength fabric with wire ...et 6Mn...Extras g w�c wlnout w�rern" wire Fence WI, BaCkeul trench "m• h1 \� \\ \ \\ \ // INITIAL fLow RATES\ each 1 in.or greater rainfall.Remove as aaer a Compact COMPOST son. and t69 • - - - - - - - - - - - - - - - - - - 1 \ \ \ \ \ \` �/ _ for wtrnareasnka Design Diameter CizoN' '%5' I. 1 Steel Post pe \ \ \ \ \ Sheet att Mina« ) (ioo m)('SO.m)(egg ln.mnm) l torn. are mnama,na<ed r gg , ���0 I} _ i\ TOWER \ \ EMEy/ ro it F aaua ar 1s IOW,a- � 1 \\ E g T \ \\ \\ \\ NG�E � Wq1. f s' soak/M�gm(moo i1a5`m)`i�za`mi rap6 m) was m) ( ) Pw re tes la \I \ \ \ LEASE \\\ \ \ - \ 5�`O A,e, w a m"ra°mom`Ra«. ,.a" mom" 'aa" Clan min a' e I� / en \ \ 1\ 1 \ J iim) i'im) imim) i im) imim) ma's abenPennelmratabiaad.m 1.PYV VV vvvvvv*f andg na tea^ 1 j (/ _•. //l\\ j SR�Z�� i L SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION 1 / Filter Fabric a t 1 / : \ I 1 12 \\ \ °C al} 1. Cmcuon: 1 Q� \ �ggM R� A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY standard strength aroma strength...filter fah.. CROSS SECTION VIEW I1 I 1\ 5`ai' 1 1 \ NCGS 113A-54.1"IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR 2.Ensure...height of the sediment fence does not exceed 24 ground.(Rig none: C \ NO PG OE Ta1 l�a \ \ COMPLETED AS AN EXCEL SPREADSHEET. 3.Cooratruct the Werra.6'0M a continuous roll cut to the length of the hart..o cBel nvemmooerrjolnm.when joints are I I `� \ -i- .Wr"-- \ \ \ AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED necessary.securely..the riser goth only at a support w with ovedp.me x50500 11 - - - - - - - - - - - - - - - - - - - - - - - - - I I SOb� \\ \ EROSION AND 4,Support standard strength filter fabric by wire I\ / J SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A n fabric on the upspe \`/ _ _r I -- \ \\ \\ NCAC 04B.0131 STATES THAT"...DOCUMENTATION SHALL BE ACCOMPLISHED BY side of the fence ties strength. \ 1 -- \ INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE ethe wire mesh support m the bottom of ta ePahe .p°ana....mmareatapan.supports should he oven 2a Should the fabric ore seamntinc mllao.tear.de.... \ -- APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING re or 6 replace it promptly. \ \ / N DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, 6. ren.hhWerra..16fot post spacing aces not require a wire mesh SUPPortfence.6e or 24 Inches. or become ineff \ • . . . . . . . . . . . . . . . . . . . . . . . . - �� ato Wire or plastic ties should have a minimum of 50 pound tensile storage volume torumennext rain and necessary pressure on the --- I \� \ PRACTICE OR DEUCE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION fasten ngmWafi rtabncdirectlyateN sindmes colas naamcnp ae polo time proposed line pod and aknso Take nrebavoM undermining me fence Wing -_� \ \. ./ - ( \ CONTROL PLAN." 7.Excavate tos trench a x \ N B.PI , h of fabric along eonamndsideofMetrench. togradea,mataMzetble rMepntrbuing b_ \iment deposits •.-. .-. -.-. .,.�R°C1 j I N\ \ --� General Erosion Control Notes B. over thefitar fabric andcompact.Tit acompactionot me backs s drainage area n been moody stab rials and tree."a I ./ OPGGESS /- llthe with soil A 10.m not attach niter fawkm existing trees. \ N 1.Only the areas shown shall be disturbed. arldrofilmsu,re�" mien I �.- - -. • -- �- A / \ �\ 2. All disturbed a shall be d and ..\NC-En vir nrnen hallo eg \ _--_ ` s so oastan m\ _ mulched a as possible d maintained SILT FENCE ----__-__-_ -\ /�\ --- __-/ until pem anent soon is established. DATE: PAGE: / J i / \ 2. MIN _� FENCE PAGE 1 of 2 + 1 IIIIIIIIvHMI Milli l' MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION TOTAL DISTURBED ACREAGE: 4.76 ACRES I T_ LOT EROSION CONTROL PLAN General-All measures will be inspected and corrections made after runoff producing rainfalls,or at least once per week minimum.The builder will insure that the construction activities on any particular lot do not adversely affect any of the installed erosion control measures.If lot construction dictates,measures will be LOTS 24-26, 30-32, 36-38 & 41 THETse or insure that the potentsedimentation runoffis eliminated as muchas gravelconstruction entrances willbe manta es suggestedthe erosion controlmanuaSodding,seeding andmulching willbe maintainedto sT �v relocated on the lot to hial for limid possible.Silt fences and i iined in l. lchi insure proper ground stabilizing cover. MCMILLAN MANOR - i - 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 STEEL FRONT objectionable materials spilled,washed,or tracked onto public roadways. FOR VVIRE FENCE HARDWARE CLOTHSilt 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 BEN JAM I N STOUT REAL _ �FILBURY WIRE FENCE, T FABIN RIC, that 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. wnsHEb STONE MAX 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 ARDWARE ESTATE SERVICES, INC. STEEL FENCE INTOSOLID APART 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. GRAYS CREEK TOWNSHIP CUMBERLAND COUNTY NOTES: e6ouNDI. 1.Hardware cloth and ravel should ovate the silt fence at least 12 ems_°"0 inches. g y 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 SCALE: 1"=100' FEBRUARY 2024 o"'.0 ox 2.Stone outlets should be placed on low elevation areas of silt fence 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. GRAPHIC SCALE and based on field conditions. MAINTENANCE: 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 BURY WIRE FENCE AND B RV V OF UPPER EDGE OF 1.Per NCG-01,inspect outlet at lest once a week and after each 1 Inch or sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. .0 HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immediately. 2.Freshen stone when sediment accumulation exceeds 6 inches. 3.Keep mesh free of debris to provide adequate flow. 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 SECTION VIEW 4.Remove sediment when half of stone outlet is covered. 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 ) q"" 1N lbeg 5.Replace stone as needed to facilitate de-watering. 1 inch = 100 ft. J � SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305 NC-Et vir PHONE(910)484-5191 FAX(910)484-0388 LICENSE ftF-0106 LAST SAVED:2/7/2024 12:10 PM LAST PLOTTED:3/25/2024 10:43 AM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\24-2510-01 MCMILLAN MANOR-EC\PLANS\MCMILIANEC-LOT524-26.30-32.36-36&41.DWG