NCC241473_Site Plan or Location Map_20240611

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CONSTRUCTION SCHEDULE � \��— `� / / / / / / / � � \
I.Obtain all necessary permits and plan approvals,Erosion and sedim<m conhogEffisc>permit and a Certificate of Coverage —\ / / // /// / \ \ 0 \
Z(CAC)must be obmined before any land disturbing activities accm.Acopy o[theE&SC PNmit.the COCand shard copy of Me 2--
plan / / / / \ ` --
ill
PO� must be kept on site,preferably in a permits box,and accessible during inspection. / / / \
�Dd,Do3 Install gravel contraction entrances first,men sat fences,reinforced sat fence ( / / / / / / / / \ �-
cP P' onsets ana wanms. ` / / / / / / /
3.Finish clearing and gmbbin8 any necessary areas on the lots as they are started. \ �/ —� / / / / / \
0 L D
CKFI . , 4.Begin lot grading and excavation activities -- /— / / / / /
SRI2DAD S.B<gin or continue witM1 hous<com[ruction activities. �� i '� / /�� // / \ I_J�
' 6.Finish all tough grading and house censwction. / / // / — ' / // / / \ ♦ E ...i /\
J.Install driveways,walks and patina. ���' /— / / / /
ROAa ROCNFIS4 8.BeBin fine Bradmg of la areas / ............
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CPMDEN 0 3 ROgO_ 9.Final rassing,mulching end ambilizing of lot In cases this will involve the ivamllatiw of sod on me lot The silt fence 11 / i— i— /_— _ / ————_— \ \
SR.1 remain m place until the lot s sodded o grassing is stabilised andmkes held / i / __ i—_ /' / 7 \ \
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10.The contractor shall conduct self-inspections of the erosion end mdimentation control measures and complete me following
HAVE combined self-inspection form found on the DEMLRwebeite P g �'ice/ /' --�/ // — \
ROAD ,� h[[ps:IMww.deq n.gov/ebouudivisionsrenergy-minenil-ana-Jana-resourceshtormwetedsrormwerer-program/nptles-consrmction-prog / /' / / ———___,./ 1 ��—LLLJJJ
welve months of complete inspection forms shall be kept on site and available for inspection at all times.It is recommended a1. / // / ��� i —
m lb
,• copy be kept inapermns box.ReEG.5.113A-54.Ithrough G.S.113A-33S<ctivns l3A NCAC 04A.0101 through lSA / / /'// / �/ \ \
`� NCACIME.0504 General Permit NCG010000NPDES for Cowwction Activities,
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yo. lin 1,1 11.Self-Impectiom for erosion andsedimentetlon control measures are mbe performed at least once every seven calendar days ant/////// „do 1.... /�/' / \ \
AND. within 24 hours of very min event of greater than l inch.Any needed repairs shall be made immediately to maintain measure as / / I \ Yates Ranch Road
r . N designed.All ESC measures shell be maintained as specified in the concoction details on this plan.A min gauge shall be install / / / // / \\
` . azmeProlat site for monitoring. / / / / / /i / 1
IS.Inspection and final acceptance letters.Wben Me project is complete,me semrittare shall con tact DEMLR to close out me ENS j i
eo Plan ARa DEMLRinforms the pelmittee of Neprojeot close out,via inspection report the permitter shall visit, / /// , 11:ii
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SITE �po dyvagovM A01"mspbmit an electronic Notice oft ruination(eNO ASIOO annualg general permit uwllb charged / / //// / J Ell
1
until me a-Nor has l,an rhea out / // / cr
\ _1 132
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GROUND STABILIZATION f\ Ellrj:ill 132 1z3 111
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VICINITY MAP SITE AREA STABILIZATION EXCEPTIONS j / \ h
DESCRIPTION TIME FRAME // ( \ / /
N.T.S. -f 1 ' PERIMETER DIKES, 7 DAYS ::::
r/// / 1 Andalusian Dave ) /
44iit
SW 8c SLOPESHES I ` J III_ 28 25 /
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WATER ZONES /
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f-i
(HOW)
SLOPES STEEPER 7 DAYS IF SLOPES ARE Ei CD 2 to29n I
THAN 3:1 10'OR LESS INJ /
A SELF-INSPECl10N REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY I 1 1 O 125
410
NCGS 113A-54.1`IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE \ 149 /' Lot Plan R „
COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER 149 150 152 TION E c coNLIMITSmoN /
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 \ 154 155 156 157 158 W /
EROSION AND DAYS ARE -179� O MI 30 /
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED '
NCAC NG ND DATING
....DOCUMENTATION SHALL BE ACCOMPLISHED BY — ' 03 =I 0
O 126
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FORAMIIAPPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, :E:REAS
FJgENr {'.' Lot plan bAB EOM ‘i.1
IIIIIIIIIIIII ��ALL 14 DAYS NONE(EXCEPT ( 145 144 142 NSIRUC •ry S - . 3o'Nr NATO 'AS EASEMENT ��
WITH SLOPES FOR PERIMETERSEll 141 MIrsT r FEiicE — .fl
FLATTER THAN 4:1 AND HEW ZONES) Lot Plan 140 139 138 e�` `�� D°"�MiT"°" �—
Lot plan 137 136 1 134> s t 3 / ens"a"^s m N; ~
••„•• WATT o PI n
CONSTRUCT aN "B•• Lot Plan I-•.ezL ':I IW —143- I \
1 MITE •
4 —— C. IMITS " 1�aA $10�_1 «LIMITS R2gDN 127 B2� 21I Lot n
DATE: PAGE: \ / I.�-' `1`�, \ S Lot Plan •D•• ; 11
S Sock/w SltConk/Wits \ \\ \ I4ST12IUTSTIO\ Lot CDNe My�tUTS ION ore star \ �- .'_/ /-1; I. I F
FL -� .a 515515. '1' .l M"°ear \ Z 1 167 Pony Lan: CONSTRUE oN ..I eTR GTIDN 1- I N y ,- 20
in
on.or
-_n_ ed -1 �j^I' Stakes to the dmired I11 M lled sae ran° \\ �5 \ E R d /\ INFO GE0 ,L/ CONSTRUCTION .O Stakes II T 56 1 1 33 cot plan
SECTION n,a SECTIONope. ;s feet ;�„;� `�__ 1sa 170 MCP I I ,,air �L
Pat areas should be°a eedgeof. _ —�1Z¢ N / t2 4 s"o�`.yET 1 , 1 / 1 I s
D <o land disturbance.
aturned end,h"upslope dotm< ��� I I 1 / II 43 I 13 ��
M,. ru
a'M" Baal ......
55vv / / / 1 / I <I Lot,I ,d 4. Oak or other durable hardwood makes with a 2
inch x 2 inch croas section should be hiven ,-- / / / //l/ � 1 1 » I ) o I r I
or Corn at g na a Mm of 8 feet it the�oaaM< p maximummaximum interval of 4 fmt or a interval _ ��v v v A \ „ 1b5 164 45 {166
Lot Plan / / .,.A 35 DMus ION g
urvTRE Wood Mulch of log s. PD INSTALLATION. sockstwanles are used en .I`°Iin�ry reet —�\V vgw \NV •A ���e<�rx� �roc�lan // //�///�/////r D / / 9uT T� �` O�q� / wAGAPPP TR 14 II
ISOMETRIC
INSTALLATION w.m...�.,ar.a.. re w.. ,, socconwwa°,an dit pall be a behind
vv A V A vv�V A CONS S "I /////// AREA / / / // / ,�/ 41 ON 36 / /
+MAINTENANCE:n>teaw,an.al.are,weekly and aver — —�\ •♦ \ \ co"sTRucn° \ 4� // "E" / / / / / s �3'
B \N__ \ \�\ \\ s3`— _ENTRArvc_70 purebred Circ G0 CDNSTRDd.. // /�///�/// //7 /// If/ / /� Lot Plan /
Inch or greater rainfall.Remove
U INMAL
W RATES accumulated sedime.and any debris
m D d o ea a'�.�r aM n.n °a 2 log son n, \ \ y. s RA /
for Unlren<hMu.or ed nooks ° Tsi.;an"`m)I:�n.m>(s�",m) nsp as --� \\ \ \\\\ \ \ .� �V ,EN N47 / // / / / / /// / 40 `b 37 15
Sheet F m.� s ;a T<B. a pg sp. ,reo ,oD ta) �.._^\ \ \ \\\ \ \ �D� 52 0 ♦\ T 1�.�ji t+cE�- �I T«NOT16N ////// // / / // 6 LT >:</ of Plan 17 ooN rgTION/
reS t B°«/"I�°s,",'"1axP �,a3`m�«�a`m, r.., re., r� r<pI a --__ \ \ \ \ ` \ 'hG /% E CC_ �j 48, \ LMTS // // ,sg / /, ENGE :'.•- N •G� Lot Plan 16 ,Lilli___D,_,,
•wasA,<afcootie laoaml la22' s.11, maaaurehn ,m i nia�goo m) larger diameter or a different measure. �� ; \ \ \\\\\;\\\\\ — ���51 Iw �50 �j j% / /�1 / l ll '—G f —' NOE /� \l.E•• wtPlan /
�p<a<n°, n b y \ 49 / CONSTRUCTION
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\ \\ \ - J � / // i / / P'«;:rrE/ ,,,/ , 39E�E / CONSTRUCTION
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION \ Si aD , — / , 1 / / / / / / / % / LIMITS \ •
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REINFORCED E-----J/'/'/ / / / / / / / / % ��38 \\ \\ / �\
DATE: �� �•40 A \ `A p A //OUTL�T----��'i/ --\
/ / / / / / / cnA� / 1 1 •
PAGE: — -------2N \ \\ \ /'xfil� \ 18a/ /— I \ 0
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tat llhou u @NWE �. j CV IS j ADDS z �\ \ ( \ / --�\ ^� \ \\ \ 1\ \ �\1\1\`\\\ \\ \ �\ \\ �\
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LoDRs INLETTvr� OF CURB i - -oACWAV ,. 'iT ftT,. o, 9 �ttr, \ \ \ I / / /- \ \ \,/ / —— —i i% \ \ \ \ \ \ \ \ \\ \ \ \ \ \ _— \ \ I \
LEocE Nmea; \\ \ \ \ \\ i / 1 ( 1 \ \ // ��\� \ \ \ \ \ \ \\\ \ \ \ \\ \ \ \\ \ \\ \\ \ VV/ /J
1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland \ \ \ \ _/ / 1 I 1 \ -/ / ___ N. \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` _ \— I / \\
boundary endior around protected trees,provitlingaretlius of at least 1.25 feet for each ��\�\ \ \ \ / 1 II \ // \\\ \ \ \\ \ \ ‘,\\ \\\\\ \\\\ \ \\ j��\ ����li\ .\\)....,,,\,,,.\\:\\).k\
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LEGEND inch of trunk diameter. `\ \ \ `_ 7 \ \ ♦ \ �� \\
2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on '\ \ \\ \ / I / / \\\ S \ \ \ \ \ \ \\ \ \ \ \ \ \ "...` ; -\'' I I /
„ @ schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are \ \ \ \ \ / 1 \ \-/ / \ \ \ \ \ \ \ \ \ ♦ \ \ \ / /r — \�\ \ \ 1 /
contiguous and have dmerent land owners or builders,each lot should have individual sin 1.....,...........„\' \ \ \ \ \ \ \ \ \\ \ \ \ \ ♦ \ \ J / \\ _——
FLOW DIRECTION
SILT FENCE —.—.—
SILT FENCE OUTLET ® 3.Install Fence required Sat Fence within 10 feet of line to ensure mere M tie Cong.with N \ \\\ \ \ / I \ // / I \ \ \ \ \ \\\ \\\\ \\\ \ ♦ \ / /—� \� J
GrvBTRDGTIDN ENTRANCE property �♦ \ \ \-J \ \ \\ \ \ \ \\ \ ♦ \ \septic syslem.Irsme rep 'b'rty Dr rash-la t sureme-ns,anagonor sea'Iment \ \\\ I / \ \ \ \ , / I ���\\ / I
CURB INLET = control Menefee doesnf v tthe Sepf Yt drepir areas) \ \ \\\ \ \ I `� / \ \\ \ \\\ \ \\ \ \ \ \ \ �' i l I 1 _� \\\\ — � .! 1 -d Al least one Construcfo E 1 /Exit is to b- t II d per lot. \ \ \ \ \\` /\ /\l \ \\ \ \ \ \ \ \ \ —
5.Waste bins and other areas dedicated for managing building material waste shall be at \\ �\\ \ \ \\\ �\ J \ 1 // 1 / \ \ \\\ \\ \ ♦ \\ \\\ \ \ /) 1 / \\\ —_���_least50feetawayfromstormdraminletsordamagedkehesunlessacanbeshownthat \ \ \ �\ \\ \ \ I / I / \ \ \\\ \ \ \ \\ \ ♦ \ \ \,J / I � _/ •
no other alternative exists.If this separation cannot be achieved,these areas must be \ \ \ \ \ \ \ \ / I
contained behind Silt Fence. \ \ \ \ \ \ \\ \ ''_ \ \ l ( / \ \ \ \\ \ \ \ \ \ �\ /
6.Inlets downstream of disturbances should be protected;streets should be swept when \ \ \ \ \ \ \\ \� ` \\ \ \ ` I 1 I - \\\\♦\\\ \\ \\\\ '\ \\\ \ / // /^ 11 -- \\ —�
seaimerrt from me construction activity is present. \ \ \ \ \ \ ) /
..\NC-Environmenlal.jpeq 7,Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are \ \ �� ` _�-- \\
provided on additional sheets.Erosion and sediment control details are not dawn to scale. \ \\\\\ ����� \ " ^ I / \�\\ \ \ \\ \ / / ( — —1 \ \1\\\�_— / --\
------------- TYPICAL LOT LAYOUT WITH CURB AND GUTTER \ \ \ \\\\`�\_—��\ �` �� \��_�\ / \ \\`.\. \ \ \ \ \ \ \ \ / I I I / �� \ \ \ �A A O /1 '
/v- I L
DATE: PAGE: TOTAL DISTURBED ACREAGE: 6.53 ACRES
LOT EROSION CONTROL PLAN
LOTS 13, 16, 17, 20, 21, 28, 29, 32, 36, 37, 39, 40, 48,
49, 51, 56, 125-127, 134, 135, 138, 139, 142 & 165-167
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION VALLEY END
as /
0
Q' �3 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 9 per any Y Y �r
ov. /:.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.
PHASE THREE
s `"'°,R FOR
* ^.•eft STD.�, "'° 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 imp sediment and clean it out as necessary. Immediately remove all
/:�� • 4 - - - S objectionable materials spilled,washed,or tracked onto public roadways. F U R R CONSTRUCTION A N D
A igj¢_iAb < '�-`J S:y R�5:.,�'IJ:olo,.�_.. 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
y' l i8 - - - 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 Dleanout operations. DEVELOPMENT INC.
•�! 6..... - .%_°L �'!� • SoddingThe sod should be properly maintained to insure that the grass take holds in the areas beingsecured.The sod should be watered as necessaryto maintain adequate moisture in the root zone and prevent dormancyof the sod.The sod should not be mowed to close,since this could inhibit adequate growth
/ ` �`,� u - P P Y 9 q
c•-tjJT - %Ss,p�,L.*`O 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. ROCKFISH TOWNSHIP CUMBERLAND COUNTY
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' APRIL 2024
Construction:
Maintenance,
inapeclatleaclonceawaekendoneraecniinch. 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 Revised 2 MAY 2024
1.Clear trance and exit
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
2.Place the gavel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in condition to prevent mud or sediment o 0
smooth k. 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. 11
3.Provide drainage to carry water toe 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 undermining the fence during cleanout.Remove and replace stone as necessary as it becomes clogged with sediment.Remove all
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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#F-0106
LAST SAVED:4/2/2024 6:40 AM LAST PLOTTED:5/2/2024 1:47 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\FURR CONSTRUCTION\24-2851-03 VALLEY END-EC\PLANS\VALLEYENDEC-LOTS13.16.17,20--.DWG