NCC243252_Site Plan or Location Map_20241023

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•-1JOREa=L�YV�� CONSTRUCTION SCHEDULE ( l \ \ - 'i
_" __�� I.Obtain all necessary permits and vita approvals.Erosion and S<dim<nt Control(EffiSC)permit and a Certificate of Coverage I \ \ \ \ ^ \ - -0 „,c,most be obtained before any land disturbing activities occur.A copy of the EffiSC permit,the COC and a hard copy of die\ ` _� // '
`. P SR,a,f , milwill
' plan must bekept on site,preferably iris permits box,end accessible during inspection. I I k
I P. \ \
//'' .,, /. 3/y T• 2.Install gavel mtles. ionentrances first,then silt fences,reinforced silt fence
T \ I II\ , \ \ - / / /
/ ;•� outlns and wattles. �\ << �-JJJJ�� -�
,•--I aR4 ao _ 411
a 5,Finish clearing and grabbing my necessary a m Me lots they are started. \ I I I VI \ \ / / /� � 22- ii
/` /�REATER)MUST BE MATTED.NO DISTURBED SLOPES TO (' \ K �
J.Finish all rough grading and house construction.All mess m[disturbed for]days needs m have temporary or permanent
groundmver installed. / / /
1 ;1 SITE S S.Install d vase Yn.walkamdPatioa. •
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\\\\\ \ \\ \
t; 9.B.grfine assing,g of lotrading areas \1 1 /// / \/� �_-
IO.Fiwl grassing,mulching and stabilizing of lot.In most taus this will involve the installation of sod m the lot.The silt fmce will \\\ ( ( /
remain in place until kelm is mdded or gasaiug is atabilizM and ekes hold. '\. I(/ / / / /
t. 11.Thmainnplace until th.i.ddedor ofih<staionmds<dimmtation control mcasm<a and complete ih<following \\\ \ 1101,'� �/ combined self-inspection form found on the DErvB.xwebsite \ `'� \\ \ -� - ` I I I I / _ �/ / / //// �-
E M1ttpsl/www.de,1.ncgov/eb°uVdivisionslenergy-mineral-end-land-res°urces/smrmwater/stormweter-pmgaminpdes-conshvcnon-progem. •'] \\1' I I / / / / / -
�,�'�` Twelve months of complete inspection fowls shall be kept on site and available for inspection at all times.It is rewmmmdeda � -----_ \ \ , `\\ I I I / ./'''
/
® `14° it
`` may copyb kept in perm b Ref G.5113A 54.1 through G.S.113A SJS aISANCAC 04A.0101 through lSA • \ Ijl \ I I I /
NCACO031WG GeneralPermit NCG 010000 NPDE5f C st A I \
Aikk...j$:
12.Self' f d sedimentation I m beperformedshall
once every immediatelyt maintain measures
ays suend
wi M1 24 h f every f ter M1on 1' M1.A needed MII be made immediately to maintain measures as \ - 11
atdesigned.APproject ESC mmonitoing.be maintained as specified in the construction details an this Plm.Arein gauge shall be installed ..•A. I 111101111):11111101110
Im the project site for momtormg."T9� 13.Inspection and final accepim«letters.When the prject is complete,the hall contact DEMLR to close oat the EffiSC 1
ZO Pkn.After c.goWN GOI"toomss tanamrtron afNeproj°ndaa°aon(e-NOT).o20aru m°generate shall mitfeexa �.���" . II /�PlanncgorDEPALR n mbmitmnmineeonic the ce proftamise out,Ln-NOT).AS120amaal permit permitke will ba charged t140,� mtil Ne a-NOT has been fillMom. \_'`I .III /VICINITYMAP1 GROUND STABILIZATION \ \ '.1 � ;#4 � I� _ / L �• � �
N.T.S. SITE AREA STABILIZATION \" 1\`y I\
DESCRIPTION TIME FRAME EXCEPTIONS ".``� "\\\` \ �/ •:0 .
PERIMETER DIKES, 7 DAYS NONE ` �\\\ \\� \ \
SWALES,DITCHES ` ,,,,,,....461.,
T� <dd ,�'
&SLOPES \ \ �� \ waiyT11�.r�n •ld_- 111111114
, /
HIGH QUALITY 7 DAYS NONE \ Y"� /
WAT(HOW)NES \ •• \\ '\� `� / /
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY SLOPES STEEPER 7 DAYS IF SLOPES ARE
�_�.�\_ \\\ \\ \\ • �II �./ �
NCGS 113A-54.10S AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR THAN 3:1 10'OR LESS IN \ \� \ \ \ 1 .. . / 111777
COMPLETED AS AN EXCEL SPREADSHEET. LENGTH AND ARE \""1
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED _ i _ -� � ""
EROSION AND NOT STEEPER I r ;II
^ / /SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A THAN 2:1, 14 .� .\ `o �O / $ \NCAC 04B.0131 STATES THAT•...DOCUMENTATION SHALL BE ACCOMPLISHED BY DAYS ARE - . ' ' a ej �• \ \\ NDS / iiiiii \ L
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE ALLOWED /y1 \ `APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING. SLOPES 3:1 OR 14 DAYS 7 DAYS FOR / �-� / '+1 �� ", / __�
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, .. I � .4 •L 1 IIN, "� CO �TRUa 10 /FLATTER SLOPES GREATER (." / _ A „ rrr' \ \ \I' \ ///,�/`,PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION J/ J-{--� dik.11,8111411111110474(
OA -.0 LIMIT 1 ..
CONTROL PLAN." THAN SO'IN //F / uv: SILT / 0 �1
LENGTH 1 ¢ 0q' - IIII \ k NCE
/ /'. yI0RED
T CTI 4.: SILT I I ENCE 31 �P F4c �.. .....r'.:.
ALL OTHER AREAS 14 DAYS NONE(EXCEPT Jl A 6ry \ [ //\
fi ITHFOR PERIMETERS /FLTER4:1 ��� / I •
/ / I /- / -DATE: I/ / / _ 11 / /3 / / I ) \�- rRANCEFI�- 111��� ���ON TR ET,.•. _` (-- O M�N-1 / ' / _ DEV L P T /r •
651. 11-1 EN E .11= E'r'-If=RS n itily:t / I �$ /
,s nal 2 P" tam l l/l ll ' I I I 5UTILI- IN' 4- 6- - '1, - - -- +..� Irll \ I I I .
Stokes Stakes 3. me(s)sn I I 1 le CO TRUCTION _ I1�rl:.;. a .I, • /
0.
SECTION SECTION and a minimum'r 10 feet sacuweruelgat areas should be locakad �laq e�edge of be m, I I ( • ENTRA CE -- A V�, ' s CO LIM Te ION Y �'IN TE� COITRU ION/ I I I 1 / / al
/ 1 -I I I - - -5'U LI a II ! LIMIT
land disturbance.T.ends of the siltJ EI \ .r-,-s•e Uv S T rlg`I �• Ga$T,UO Y
AIo A1,ae* (0 stay. sock/wanle()should 9 and the end of the 3t'UmLI MET ` I S,UTI I I l A1.FENCE I F NC ZZ R 23 2 / / ±1`\T N E\ 1
W I - inch x 2 inch cross section
\ 1c'7'*
\sir socktwaitl.) \ i/ G.
:FSNCE� _ ,� I'� AL/I k 21 'I.^ TTLE % /I 1 L A�\ 1 .._\ / IW Wvertically through the center of the silt
\ f 4 I \ X"'I`�WATTLE m c1A� tl�/ LIMIT 4 .4.. LL O e SIELIICTION IIgd' / (- �{ r,10 ICwN CTION 1 $ `;: `_.._-• _ / C N IMI SO«Coen a \\ \ \\ \ / ••• J/ et \ ` MITS\ 04111 ' �G iA/�E�\Ii �EN gam`To°t/2 he g�ht of log t g ntl4 M nIn the event stakIng P not posaltre 1 of 8 feet if the sin sock/watUe is pt..n en cmaximum interval of 4 feet or a maximum n \ \ (/nTrencM1'nauurvTRENCHED rvsrAL Tory \ r -` REINFORCE• W L ,/fENTBENCHED NsrALUT Orv' l ry \ .Is•f / 1 _
IsoMatwcv Ew meM.m°.•..ro.•.�...cor,.on,o<re,.,...,..,:. sock.attle to hold it in p ffevents.used behind the sill \ -t \ \ \ .. 4 I 'A ,\ / Y SILTFENCEE ouTfTfrr 8 �j �,�I t /
MAINTENANCE: y \ �� // g 1:.: o � / �UnEi ET\i _' /// 1 1 ,�Wi /
a Inrn SOCK xnAL FLOW RATES sz lam I.
needed accm silt mallomulated wm adequate rise as ttle at least weekly and after \ \\ lm , I " �Q4=\ _ I NFO CECKNCE p p 180 18- /// v.j i
✓' ury4 / / .5 / (
Mulch or ea°p ( Ts tz ncn 1e mar a rim rw 2. etas must ire repMceartao9see or \ \ \ _ \� q' i] CONSTR 10 I O Ei�- /
e -LIMITS ��L MAIN AN E �- MAMHENANCr
eN and
In umrencnea s rorecua peagn wan°et«er rim) (awl rim)(aso rim)(cool rim) rim) \ \ ... .... �1Z4 \ �_ SAC M.Fy/f/ �- -ErAC6ESBEA�1 /�'�� - `a\ RE-FOR ED // / / /
a To se any debris INFORCED /- /
silt \\ \ _/ /^�........ AINLNANCE _ / i / �/ `ir SILT FE CE /slreetnwy 8 Pre511t Sock/ML<nstnm(azj (�esPmj MP' 1FeeeMo rrex 1r«t s rohe req°red wltha �- \ \ \ / SIPUTLETE= gGCE•gS EASEM�RT STEEP SLOPES EXPOSED DURING CONSTRUCTION �- "" `�/�J' i -.z n\QaITL,ET 7///
(ns,n) (39n m) (Soo m) _ or s differen meat .. �- \ t OUTLET MUST BE SECURED WITH APPROVED MATTING. ill"')
Wm.
Wattle �,..
aocwd�enle
wwk Are __iraama9ea or a'ukra9ea.are \ ` �j STEEP SLOPES EXPOSED DURING CONSTRUCTION
xtppnu<r°v T. n, rs ss x. sec hap be- nee el l m C NO SUBSTITUTES!SEE DETAIL PAGE 2 �W O- --/j /
b@d vyh a°te v %x a %n 'V rNn n %n s measure has mane un a \ \ �, �. WET .I.. - .. I� /
``mil \ MUST BE SECURED WITH APPROVED MATTING.
v(a4 VI" (lea (sal <i]acempne one iris area elwretha ..�.. .`4 �. .. -�pEE_� � � / � //$� NOSUBSTITUTES!SEE DETAIL PAGE2 , /
tlmmkn ibmpman wtabiliaa. s. _ _ I / �� �`"(,"` � /
� STEEP SLOPES EXPOSED DURING CONSTRUCTION\"r' �' -/ / �� I
SILT SOCK/WATTLE FOR PERIMETER AND' INLET PROTECTION \\ , ` � MUST BE SECURED WITH APPROVED MATTING. e)YrE711, - - i ., i �_ / 1 III IIII / \
/ \ \�\ 82 // NO SUBSTITUTES!SEE DETAIL PAGES � _- � - - i I j =_ ........
_ I I III/ / / /../
/
DATE: \ s0 20'SEWER EASEMENT / �\
PAGE: \ l L_-/��-i i / � t___ / / \ 1
/
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if�R 1 Ha 1L .HOUSE I �V ill
ous �� / �_ / \� I IIII /
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GReINLET EDeEgrLDReNotes \ I�IIII 7---
LEGEND 1.If needed Tree Protection fencing should be installed along the buffer zone,wetland ` 1
boundary and/or around protected trees,providing a radius of at least 1.25 feet for each \I I\ i
I I I I I I I Il\
inch of trunk diameter.
2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on \ / '
FLOW DIRECTION - - schematic/diagram s and have
end feet land wd.k necessary,for placement at low points.If lots are 1 / \ //J IIII I I II
I I I 1 I I 7 ''
contiguous and have tlMerent land owners or builders,each lot should have individual SittSILT FENCE / / \ -
Fence
SILT FENCE OUTLET ® 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict with \
ENTRANCECONSTRUCTION septic system.It is the responsibility of the builder to ensure the installation M se..I I I1\
CURB INLET control m ores does not impact the septic system and repair area(I' / / ./) \ -\ \ /- �� //di/
///'I III I � I ��
d.Al least one ConstructionEnirence/Exit is b be installed per lot. / \ \ /
5.Waste bins and other areas dedicated for managing building material waste shall be at • - J �/ � �
least 50 feet away from storm drain inlets or drainage ditches unless It can be shown that \- \ /
no other alternative exists.If this separation cannot be achieved,these areas must be / / / \ / /�\ /� �� �� �- /�� // 11 \ \\\\
ntained behind Sik Fence. _./ AI
\ \
6.Inlets downstream of disturbances should be protected:streets should be swept when �.,sediment from the encenSilt F rice Oi Harty i,present / �\ -�..\NC-Environmenlal.jpeq T.Detailed on a Fence.Sitco mcvntadsediment.ntron an es and Aosare not measdrawn tosare �_ _� j \ - �� �� Iprovided on additional sheets.Erosion end sediment control details ere not drawn to wale. /TYPICAL LOT LAYOUT WITH CURB AND GUTTER / / - - - / /\ - -- \\\\ \ \ ‘
DATE: PAGE:
THIS PROJECT HAS SLOPES
THAT SLOARE B%OOSED GREATER
/ DURING
PAGE 1 of 2
STEEP SLOPES EXPOSED DURING
CONSTRUCTION MUST BE MATTED
a / .A° TOTAL DISTURBED ACREAGE: 1.87 ACRES
LOT EROSION CONTROL PLAN
4�Ga , 3 so MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOTS 14, 19, 20, 23, 26, 33, 34 & 36
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�1��S.. 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 an articular lot do not adverse) affect an of the installed erosion control measures.If lot construction dictates measures will be
p p g p y� y y APPLETON SOUTH
relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much as possible.Silt fences and ravel construction entrances will be maintained as suggested i the erosion central manual.Sodding,seeding and mulching will be maintained to insure roar round stabilizing cover.
����t����� P P 9 99 9. 9 9 proper 9 9
�'�yagj¢-1C_ab
• y a�'Neat Gravel Construction Entrance-The gravel pad should remain n 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 FOR
objectionable materials spilled,washed,or tracked onto public roadways.
4- a M° „s,�•.,7 4�ti7 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 D F H L L C
b L ?1 42r'-y-. .e" 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.
+____ �� �P��` CARVERS CREEK TOWNSHIP CUMBERLAND COUNTY
Sodding-The sod should be property 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:1LL=100' SEPTEMBER 2024
••••• 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.
Construction: Maintenance:
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 l inch or GRAPHIC SCALE
material and properly grade it. 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.Any 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. loo 0 o 0
smooth k. from leaving the construction site.This may require periodic so
3.Provide drainage to carry water to a sediment trap or other suitable outlet. top dressing with 2 inch stone. 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
4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water.
subject to seepage or high water table. tracked onto public roadways. ( IN FEET )
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 1 inch = 100 ft.
CONSTRUCTION ENTRANCE I EXIT 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.FAYETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE#F-0106
LAST SAVED:9/30/2024 12:03 PM LAST PLOTTED:9/30/2024 2:42 PM PLOTTED Be Dennis Gilbert FILENAME:G\CURRENT JOBS\H et H CONSTRUCTORS\24-136J-01 APPLETON 50Un1-EC\PLANS\APPLErONSOUTHEC-LOTS14.19.20.23---.DWG