NCC232737_Site Plan or Location Map_20230912

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/------ CHRISTIAN LIGHT CONSTRUCTION \
cLIMITS
D CONSTRUCTION SCHEDULE / / BAPTIST CHURCH
4 1.Obtain all necessary permits and plan approvals.Erasion and Sediment Control(E&SC)permit and a Certificate of Coverage /
3m (CDC) be obtained beforeyl ddisturbingactivitiesoccur.A copy of the E@SC permit,the COC and ehard copy of the 1
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Plan b N site,preferably Perth b d accessible cloning inspection. / \ I /
'yPy0 Y 2.Install 1 tar f ,mesilt r reinforced / A
a Mil.. a- / 12
y; 2 3 Finish I J grubbing Y necessary areas h 1 they ed. 12•. ` I
5.Begin or continue with house construction
b $ P rC' ;1.
Fai hall Sn d'n8 MM1 cow. s // 1213 \\ \\ ]2q / — \ \Bnemlld' y aike dp e�f gr dig flo Fi Igrassrng tautening and stabilizing of lot In mos[cases this wtllimolve floe inAelletion of sod on the lot.Thesilt fence will \pl it Mel dded grassing is stabilized and takes bold / \ \ Lo[Pan /0.Th Sloan conduct self-specious of the erosion and sedimentation control measures and complete Me following \\\ ) x+. \ " /
P O9 �t� CONSTRUCTION 7 I\
p510 combi dself-inspectionf found he DEMLR webaite,cw `t-1. / \
o hops/Iwwwdeq. gn/bo rd' / forms shall be
resonrees/d available if arer pro811 times. is \ \ �$o "dE /// UNION HILLS \ j LIMITS /� /
completeP keptinspection eta 122 t / / / \
�i3 copy be kep p box.RfGS 113A 541 through G.S.113A 57S ISA NCAC tMA 0101 through lSA \\ ,� (yF1j / /z\ BAPTIST CHURCH-- \ /
st
I I. GeneralSelf-inspections
Permit NdCG 010000 NPDES for Constructionb performed least once every seven calendar days end \\ K S(pG i,&X' / \ / a,..-
/ / / •
peRo ow within Zan r f greater than 1' n.An needed shalln sae immediately to maintain measures as / ,�',��G,x�-5� sE`i/(/ppsE / / / •
..,OM T�Mrgoge desat igned.All ESroject sitef shall be maintainedspecified'the details on this Plan.A rain gauge shall be installed \ \ \ CONSTRUCTION -'gJ�t �0 \ / / / \ / \
00 or monitoring.
17.Inspection d! 1 cep 1 Whentheproject the P s mall contact DENIER W close out the EWSC \ 124 LIMITS / yd//S'// \ %/ / %/ \ 1� \
PI Re DEMLR form thepe of the 1 report,the petminee shall visit / . / QCA /
"deq. g /NCGO o b electronic Notice of termination(e NOT).AE100wrual general permit fee will be charged \\ / / \ J'kjA% / I \ .
until the e-NOT has been filled out. \\ // // P�0 / \ 1
Oo PP/ /
GROUND STABILIZATION -- Lot Plan
te! %/ \NSTRUCVON
- /VICINITY MAP ExcEPrloNsDESCRIPTION TIME FRAME �\ / / / 0
PERIMETER DIKES, 7 DAYS NONE CONSTRUCTION
c
SWALES.
SLOPESHES \ •'X• CONSTRU ON
ROADSIDE // /� \ \ / \\ENTRAN LOT
HIGH QUALITY 7 DAYS NONE \ DITCi/ ///./ \ \ / ,,yet \ \eo
WATER ZONES 124 / / \ \/ �,sE1 \ \
(HOW) /i/ 1 \ Ss a3 I \ ` 7
SLOPES STEEPER 7 DAYS IF SLOPES ARE \ // \ Lot Blan j Fy pOC'� \ \ Lot~Plan
THAN 3:1 10'OR LESS IN Z
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY \O \ / / P \\ \ "E"&"F" \
NCGS 113A-54.1•IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE \ \\\00 \ CONSTRUCTION / NAOA ( ,t\.-\ \ /
COMPLETED AS AN EXCEL SPREADSHEET- NOT STEEPER tn- ENTRANCE LOTI x./,*'; �O G�\\ \ /
AN ALTERNATIVE A TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 \ '�•• q`I ��' \\ \ \ /
EROSION AND DAYS ARE \F9p ��\ �•••• / \ L \
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED \\Fq F2�\ / REMAINDER OF / \ ygOtn• ".\\ \ 122 \
NCAC 04B.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY \e / LOT TO REMAIN / 2 o F.y\\ —�
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR \\ \\'\GA \ / UNDISTURBED / \ 2 F. \ ,,,:\
/ / /
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING. FLATTER SLOPES GREATER / / OCO \ \
..)
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN �\ \\\ '� \' / /j\ etTe \\\ \ ////
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH \ </ / /j 'Pep \\ / �y/ \
CONTROL PLAN." ALL OTHER AREAS 14 DAYS NONE(EXCEPT 7 DAY GROUND COVER �\ / 5 // \ e0°' \ \ / 434.% —�
WITH SLOPES FOR PERIMETERS "�/(\' IN DITCH WHERE PIPES �\ / Lot Plan /j' \ \\
/\,ty /
FLATTER THAN 4:1 AND HOW ZONES) \VE BEEN INSTALLED
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/� \ `\�.0 /JSyj _
DRIVEWAY ��` \y \ / /% / 122� \�\ / /
DATE: PAGE: PIPE IN DITCH \\ek \ / /j" // AN �'9�\ // —�
Silt Sock/Boll Silt s / I \ 3°O / // a Eo \ 8 /
Wattle JOINT CONSTRUCTION \ Moth \ 6 / O� -R / \ tl.\ / / /
Rowe °MA Plow MI protection ENTRANCE FOR LOTS 1-- \\IIP / // / OFF / \ �T'� / /
c -11 II • II-TIE me in silt M substitutedror \ \ 0 JCJ.S t /�/ Lot Plan // \�ppP J� `/ \ \\�// /
1TMn " Nth compost
'I Slakes t2•Mn.il S2.tok 2- to the deNred es (�' .deform. d'Glj\ ro-(Y'GE// �EO�E /' \
�\ \ �e. GOB % \\ \ \ ( _ /
SECTION mumof1Oreet andtheI.ofa -o \ E/ \
SECTION slope.SiltSoww (u)lomed below 7 DAY GROUND COVER \ % / \\ CONSTRUCTION
flat areas should the IN DITCH WHERE PIPES \ / / CONSTRUCTION / \ LIMITS
s land emu...,The ends of the siltbe sockNattle(s)she.betedm ea ear HAVE BEEN INSTALLED /` N -" LIMITS ` \\ / / % \
A.tae« < from atoll around ens yie turned slightly upslope toc•,\P:Ciy.e,
`S. VG /% '\ \\ 11 /
enitl se.g DRIVEWAY \ Ock4,�sk / \ / \' • 11 \ ��IIa' inch x 2 inch cross section ems°eove PIPE IN DITCH \ i \ � �/ \/ \, \\ LOY Plan I
W mar wuld EI
e re allrmi av \ \\ \,\ 2D/ ENTRANCEmaximum interval of 0 f.or a 4 h '''�; \. Lot Plan 122
Isok1ETCHED INSTALLATION log
ENTRN
OXISWE,NCHEADON„„oSTALLATION.WW .oa,..a,aar..r...,r..r=. sMAIrvTErvaNCE hold it paceau ent)nonevenre. DRIVEWAY V�. •/\ Lot Plan \\ \ oB" \\ S\ j /
Irvs T \ PIPE IN DITCH b. `m` \ "F" /\ 9 \,\ \\ / \
T o In the event staldng is not posse when J
ENTRENCHED aocl=+/wanles are used on pavement) ry
asD lrvsTALLARON- eaea e`ohMwanta la ea during
Me \ / 2 r //
concrete blocks Snell be used
wCVIEW • / \s
I an .�
t. inspect least weekly one after TDAV GROUND COVER N \ /% \\ Lot Plan \ \ \ %/
each 1 Inch or greater rainfall Remove
Mulch or eomlroaL COMPOST sax wan.ROW PATES e \ / \\ \ \\ ENTRANCE CONSTRUCTION \Tin �_
accumulated sediment any sends as IN BEENINSTALED . N\ /
for untrencned sow Aree To ae co,„pv.<ma tz loco zA thin z to allow for HAVE INSTALLED ,\\ \ /,/% \\ \ •\\ \qi\ / j
°200 re na ^yyp' must be replaced if eaan clogged or \� \\ /// \\\ENTRANCE/ON `\ —; /
non - \ 6/// ROADSIDE /
Prmemee Deign omretw hint (It's)(Oso nor)(sea a', tom. DITCH —
SheetFowv Ma.,nvm sop. Soo r..t]so r..t �/ 8 —— — —
5 t Sock/Le.g<h(aq Oas m) (zzs m) trexo tree tree reel w u a \\ �\ \ 8 ENTRANCETION \. 9 —�T— /%/
work Area r watt s (suns m) (sus m) (sop col0. Relnstall if damaged or-dislodged. - ,p \'J'Id V'e \ Lot Plan \\\\ 'L)\ •1 , ;a• R-202 e /
sn am. win/n gpm/n spin/n win/rt eDNn Silt ll abc il fine O e
(u 0.t 0ea m/ (sz. tv tali:ea. �S \\\\ q7.\ CONSTRUCTION �.\\../ �_
m/m) /m/m) /m/m) n pe \ice 1
i .
\ ENTRANCE \A1."_ 1/ DRIVEWAY
\ 1
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION \\ �/�\\gyp / 's�� P cl IN DITCH \
L_--- \V' \eN� //j/ ,/j PIPE IN DITCH ]DAY GROUND COVER
DATE: PAGE: \ \ IN DITCH WHERE PIPES \
\\'O ""ROADSID— �® PIPRIFCIIO DITCH ND DITCH WHER PIPES HAVE BEEN INSTALLED \
�j DITCH /j% _�/ HAVE BEEN IN57ALLE0
1 N DITCH WHERE PIPES I\
^r ROUND COVER
12 HAVE BEEN INSTALLED \ \
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n5 uuu F p N 5 �� V C 'M
LL
ll NDus u HDD 4HOUSI%ous MDus . HOD]S ,HOu a 2 /�%�,/ \\ AREA
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T� P I� J, fa—• 1,—.---' Y�Tt,ai`«TN--. " -r�Q'Lj \. •�\\ / // \ \
T7:
\\O "1 \ncing shouts be ins[alletl along the buffer zone,w 0 1 \ \ \
tected trees,providing a radius of at least 1.25 feehG \To �\FLOW DIRECTION @ w 0,� Otn t°tn\SILT FENCE elevation sides of each lot Install Sllt Fence outlet o \\NN �1r,\ i adjusted,if necessary,for placement at low points.If lots are % j j '�. \\lN 1,J\ \
contiguous and have different land owners or builders,each lot should have Individual Silt / / \\tn
ADDLE/SILT SOCKS Fences.
SILT 1.
® 3.Install required Silt Fence within 10 feet of property line to ensure there Is no conflict with / / / / \ ..Is\\gym \\ \
CONSTRUCTION ENTRANCE septic system.It Is the responsibility of the builder to ensure the Installation of sediment / / O9.\ \ \
control measures does not impact the septic system and repair area(s). // \�\\\ \
4.At least one Construction Entrance/Exit Is to be installed per Its. % -
5.Waste bins and other areas dedicated for managing building material waste shall be at % '^\\ \
least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that / \V" /
no other alternative exists.If this separation cannot be achieved,these areas must be / \ .�1\\\
contained behind Silt Fence. / % ,(-
W.Inlets downstream of disturbances should be protected:streets should be swept when \ \
sediment from the construction activity is present. / / % \\ \
T.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are // 2
provided on additional sheets.Erosion and sediment control details are not drawn to
L scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES
/
NOTE-DIVERSION DITCHES AND WATTLES WILL NOT BE UTILIZED IN ROADSIDE DITCHES a \
DATE: PAGE:
. ° MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION PAGE 1 of 2
oaa / i1 TOTAL DISTURBED ACREAGE: 13.58 ACRES
•G� �! �, 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 LOT EROSION CONTROL PLAN
aONN / 1-'Y•''i�''i•''i�''i� �.. 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.
Q° yyyyy-y-y-y ° /o LOTS 1 — 11
/ �ayy+y+y+y+y+y+es y y+.ez•:•. �°aaa 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 AVA ESTATES
...-�- -�-�-�-�•:T-�-�-�- ::i.al a._- objectionable materials spilled,washed,or tracked onto public roadways.
�' _ ~Y., �,t� ���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/ Mn p y y p p g p properly to insure FOR
y' 1 Y•''i�A.::N.i•'77'"i���-''ems 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.
��L`V��� : BENJAMIN STOUT REAL ESTATE
?� :`�1i1i1i,,,,, eFp 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
/ - - - cV,ta` 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. SERVICES, INC.
•• 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
Construction: Maintenance: repaired,and reseeded as soon as possible.If the time of year does not perrnit the establishment of a permanent grass,then a temporary grassing should be used until the growing season permits the use of a permanent grass. CEDAR CREEK TOWNSHIP CUMBERLAND COUNTY
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 SCALE:1"=100' AUGUST 2023
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 SC ALE
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 sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. too 0 50 100 200 400
smooth It. 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. = d
Immediately 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 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 )
1 inch = 100 ft.
CONSTRUCTION ENTRANCE/EXIT MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE HF-0106
LAST SAVED:0/23/2023 2:5g AM LAST PLOTTED:S/23/2023 10:2D AM PLOTTED BY.Dennis Gilbert FILENAME:0,\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\23-2510-22 AVA ESTATES-EC\PLANS\AVA ESTATEST EC-LOTS 1-11.Dec