NCC242065_Site Plan or Location Map_20240709

CONSTRUCTION SCHEDULE �J ��/ ��AREA o,O.j \ 'N // // // / '/// I a l //
1.Obtain all necessary permits and plan approvals.Erosion end Sediment Control(E&SC)permit and a Certificate of Coverage '\/ / \ 1 / / ^ / /� \ N
// // //�/ �'/��/�/
ritp
(C�)mwt kept on site,
any land pemrbivgemindac owm.A copy g of the E&SC permit,Me COC and eM1aN copy of the/ ^ I , 5 / \ \ // ////III I // /
plan must be kept t ably inapermi¢box,end accessible during inspection. I.
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_ 1 I(
2.Install gravel construction entrances first,then silt fences,reinforced silt fence ^ / I` \/\/``PN.ayA�O AT 3.outlets
cle'eking mid grabbing any nw<ssmy areas on the lots as they are starred / 14.
/ \ // ` 777/ / I I \I I \\\
401 4.Begin tat grndmg aria exaa.aEam aaEvaiw 1 A/ \� / / I II `\\
.Begin ar wnnnne wan noaae wmawarian aarir;aea. a`�
6.ANY DISTURBED STEEP SLOPES SLOPES 8%OR GREATER)MUST BE MATTED.NO DISTURBED SLOPES TO wow
1066 $ \ / ,
W� REMAIN UNCOVERED.
( _� ONSTRUCTIONAlt / wp �__ _ \ ` // / / I I I\\ `\
, ].Finish all rough grading and House construction.All areas not distwbed for]days needs w have temporary or permanent -- Jl / J / //J / I '1\
e`tf growdcov installed. / \ / / �� / / //
la 8.1 tall driveways,walks end patios.
E o SITElitir'''S4V'',1E•
e.Begin megrading oent anew �nan m.�n<n / . ORMWATER I� // / _- =__=C /WE10.Final grw mulching and stabilizing of lot.hr most cases this will involve the installation of sod on the lent The silt fence willAINTENANCE illliN\Pr / / _ )j) i
rvP� rem insplgace omit the tat is sodded orpraseing is stabiliud and takes hold. EASEMENT Lot Plan..,A. 11.The wntracmr shell conduct self-inspwfons oftM1e eroso dsW'vn to otrol mensares aria complete the following POND#1 „G" / -CE! -
,.-,.-SOUAs11 . _ combined self-inspection form£Duet on die DEnll.R websire4, -
--- naps:/rwww.aeq.nr.gn<rabnn✓divieiowene�gr-mineral-aria-land-reronmes'ammrwatedatnrmwater-pmgmmrnpaeaconsmrenon-program. Nel ///�� COMM* ,,,���/// // i _
�1' - Tw<lv<mmlhs of complete inspection formssM1allbekept on site mdavaileble for inspection malldmes.ltisrecommend<da � I / ,(�„ Gp y. /2T I / / // / / /
� coPYb kep- p no Rf GS 113A 541 Wougn G8.113A 5]8 15ANCAC 04A OIOI M1r gra ISA - e/ \ VO ' r �I•t'GE / / //� j ` //
-��, • 'T'V Rs NCAC 04. I CG 0 0000 NPDES far Cons ® --\ n--� _0 (/1 Fa / // �_ \
a q 12.Self P f d�' conLml mewurzx b P rf d ry a J d / \ Tfo '� G /l, NTRANCE \rlJr / i `� \
R 1rf3 wth'24M1 f- f h 1' hA add P"M1116 J.' a'.I .. as 1 /� V'.. / 54/ `/^ " _
w •
designed.A SC bmaintained p d-thed -P -gauge he installed .. or
13.Inspection raj and final gl M1 M1 I Nshall DEMLR out the E&SC .� /• � VV / / / // /// /// - `
�$ PI After DEMLR informsM1 p< f h prof 1 inspection report the perminee shall _ \` \� 69 "0 / //
edeg.nc.gov/I4C001" b electmni Nonce oftemunation(e NOT)A$120 annual general permit fen will be charged \ TRU,TION - / / / ///
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�, � �'� until Mee-NOT has been filled out / \ \ • MIT \"\ /� 59 REINFORCED � Z.;
, '// /fdRI�O /// -<_.-- / /� 1/ /1// //
GROUND STABILIZATION GQTL- // �% ��� ///
,/ `r' SITE AREA STABILIZATION ` \ 1 �� \� -\ ��� / / / � / / / / / j �j
EXCEPTIONS / ��� /
DESCRIPTION TIME FRAME 1 1 I �� ''` 5j IL _ �/ /� //� /
VICINITY MAP PERIMETER DIKES, DAYS NONE / cDncTRucnoN E /
SWALES, DITCHES / / �� ENTRA i '\ ` / // / 7-1......./� � /�j�
N.T.S. / \fj' Y," t;
&SLOPES �� ATTLE ., _
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY HIGH QUALITY 7 DAYS NONE 11 rg 1I I I `- ` Co1 STRU ITC ON ILT' ,`� ///////��ji//� // / / ////// //� / /�
NCGS 113A-54.1"IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR WATER ZONES I LIMITr✓ �� �FE SLOPES EXPOSEDDURING CONSTRUCTION / / / �//
COMPLETED AS AN EXCEL SPREADSHEET. HOW I I I ' �- '� /MUST BE SECURED WITH APPROVED MATTING. / ///// / / //
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED ( I04 50 / t ,NO SUBSTITUTES!SEE DETAIL PAGE2 / / / / / /
EROSION AND SLOPES STEEPER 7 DAYS IF SLOPES ARE
/ I I tP / - / / // / / / / /
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A THAN 3:1 10'OR LESS IN -w / //// / // //// // ////
NCAC 04B.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY (/ CONSTRUCTION
INIPALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE LENGTH AND ARE I I I _ _/ �- - =MIT3- ® - // \ ��//// j I I // / //�///APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, NOT STEEPER I I . / �/ / / / / / / /// // / c
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 21, 14 \\/
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION DAYS ARE
CONTROL PLAN." ALLOWED / ---• /
SLOPES 3:1 OR 14 DAYS 7 DAYS FOR t \ �- J / / �''0 // �/ �j�Elll / / � //j////// /// • ���
THIS PROJECT HAS SLOPES FLATTER SLOPES GREATER - - - 4g-- ,,a/� '. �gg�(IINF / / / / // _
O THAN 50•IN '� CONS`T:c /' Y�` 'YtSU LE / // / / // / / /- �
THAT ARE 8%OR GREATER LENGTHEr '4 /� �/
\ -\ \\ •
11M CONST UC ON Q'I / / / /ALL OTHER AREAS 14 DAYS NONE(EXCEPT \ \ +��' :���, � MITS / /, / / / // / j�^�STEEP SLOPES EXPOSED DURING WITH SLOPES OR PERIMETERS ) , ' \REEYNNFO' ♦�/ F•.CED SLOPES EXPOSED DURING CONSTRUCTION //// / I \
CONSTRUCTION MUST BE MATTED FLATTER THAN 4:1 AND HOW ZONES) / SIL FLNCc� `� O L '�' IOURNC- MUST BE SECURED WITH APPROVED MATTING. /
/^` 1O \ v \ ) / f�SUBSTI� SEE DETAIL PAGE2 / / _
DATE PAGE: _r /� / / \ SIC / WA•"it� REMFORC /// /////� / // / / _ \ ``I
Silt Sock/wane Silt 9«k/Wattle NOTE: �� \ \�/ // �� RTS1.11
/ / 4p/
/ �� SILT FRET E// / //// / -� \ I
Pt z� _s.MIi. ye o _ PG.. It
, ' , ♦ -��\ / �\ � \ �• • T a FENCE'�// \ �a NST TI // /// // / ///�/ \ N
lD 1 �651.MSII, against �T FE 55 � L IT \
12 Mil stakes sa Mm.11 2 to tha desired Silt sgsnoue be installed �� �/ .lih �� /• 4 WATTL a�j0� / / / / / _�
Stakes 1I nd Me toe of to �\ � \\ C.NS R TI •` % / / // //t/ / / \.,. \
.11i 2. Fill silt sock/wattle netting unifeenG with eomPeY
SECTION SECTION Pe.slu saeluweruand a minimum of 10 feet el�eM also beloh such that logs do n. w /^\ E N ♦ T
Pat areas should be land sock/wmrbanceoTM ends ofthesilmy of upslope - \ / �\ / / \ 9 , ��♦\` ENCE/v,-F ////j// /// / / \ \\ \1
qIo .M*+. Ro .M�` g one the ere otme / \lp,
�S ice
/ / \ \ \\
silt runoff g // \ \ / �� IIS e9� ��' / / / - \\\
,11 „1 , Oak or other durable hardwood stakes with a 2
inch x 2 inch cross section should be Miven
4) W vertically plumb,through the center ort the silt
socklwattle.Stakes should
ced at a
m Gam
maximum interval of 4 feet esinaowe.ame nwedIna4Inch ��/ / =_ - WY- ��� $ //4,� / / �� ---
Wood �� ����`\\of 8 feet it 1
DNTRENG N Mulch
I N lag at N RE grid 4 Mr «NSTALLATION. 4..
unwed
t/eek5 !i // Al a /i z5 / N. // /.......... - �� WI II
1
ISOMETRIC D INSTALLATION w.ro...�.,.eo..on old' a. 'gra"norcawma. / - i N.
�� / // / // \ / / I)
1 afterVIEW / _ ±-m1iuk1
each,lech or greater rainfall.Remove AO./ *1/. (// - � EW / IMulch or N // /�/ //III
•
work Are. f Silt tSock o r4°.) (°esrm)',1`Z ('t ( ) (sou diameter e
*awe
/MD oullc no s 20,o if damaged or a'uloa9ea.ore lee 1PPr 'ill FENCE RP ��i- /�// i i i
ery a a measure WI a ....E,. en / �A,� 'ya` / / / / /, // (�I
'inWruyna v cm%n Ti;" (me/oea lien (min 4 Reinstall"�rewmnl permanently
......Ern. / ♦ e A� / •• 31L%, WATTLE RBINEBRGED \ / /
,/%m) ,/%m) ,//m) ,//m) ,//m, ran nenay stabilized. \. FENC n SILT FEN \ /
01//// / / / ir,
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION / / � wA / �� i, 2 "� / / / d l i I ,
______
� I III
/ / WA LE �` CONSTR T•t /
/// / / / / / jA . �� I�.NFO ED I/TS ___ ____
\��� / )7, IIIIII" 1111
LI MUST BE SECURED WITH APPROVED MATTING.- //
"A" "B" •'C' "D•' "E'• "F" G "H" N / , �/NO SUBSTITUTESI SEE DETAIL PAGE 2
v
/)
Tat 1 HOU it .HOUSE I �� I = �� : sous 2 / / I
,//
••A9�GE IFi -OAtlWAY t. •IP�Rb'1a A� .t / /6a (,,ICsw1•11
\ -7 / /Note: 'V\/ ��\ 0 ��1 �l
CURB INL OF CURB 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland a� \ a ne VN a'J CD \ / L
boundary and/or around protected trees,providing a radius of at least 1.25 feet for each \$// ^..Y\b a / I (\ 1
LEGEND inch of trunk diameteilir. 1/U+� \\�\\-'�\✓\Y\ \ ( ( -
2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on \ \\\ 1 1 -
FLOW N schematic/diagram and field adjusted.k necessary,for placement at low points.If lots are00 \ \\
SILT FENCE -.-k- FenFences. and have dMerent land owners or builders,each lot should have individual Sitt / _ - -- ` \ \\\��_
SILT FENCE OUTLET ® 3.Install required Silt Fence within 10 feet of property line to ensure there in nO Conflict with �� \\ V/
ENTRANCECONSTRUCTION septic system.It is the responsibility of the builder to ensure the inslallatiOn Of sediment ` \
CURB INLET ControlonComeasures does not Entr act the.lExites do be teminstalled
and per
lot.ea(s). I \ \ `/l� SR 1611 \ \ \\ \` \/ �^
d.Al least one Construction Entrance/Exit is b be installetl per lot. \\" Il/\\ S ` \\\-/�
5.Waste bins and other areas dedicated for managing building material waste shall be at ` \ \
El
least 50 fret away from storm drain inlets or drainage dachas unless It can be shown that / 8146\ ^ )'\I \ /
no other alternative exists.If this separation cannot be achieved,these areas must be \ e V' \ I \/ //^
ntained behind Sik Fence.
sediment frotream of disturbances
Outlets,Construction
streets should be swept when \ I /�./I I I 1 \��
6.Inle[s downstream ances should be rote
m the construction activity Is present 1
..\NC-EnvironmenlDl.jpeq T.Details
on for latdditone s Silt
eets.Erosion end sediment Entrances and enot measdrawn t I / __�/ I �\
rat control details are not drawn to scale. /
111
------------- TYPICAL LOT LAYOUT WITH CURB AND GUTTER PAGE 1 of 2
THIS PROJECT IS IN A PUBLIC SUPPLY THIS PROJECT HAS SLOPES
DATE: PAGE: WATERSHED WS IV AND ALL REQUIREMENTS TOTAL DISTURBED ACREAGE: 2.94 ACRES
THAT ARE 8%OR GREATER
REGARDING SENSITIVE AREA STEEP SLOPES EXPOSED DURING LOT EROSION CONTROL PLAN
ate WATERSHEDS SHOULD BE FOLLOWED CONSTRUCTION MUST BE MATTED LOTS 21 23, 45-47, 51, 52, 67 69, 86 & 89
/ THE HILLS AT
e 3 MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION STONEGATE
cp, /: .4.,
rf'm
• S
General-All measures will be inspected and corrections made after runoffproducingrainfalls,or at least onceper week minimum.The builder will insure that the construction activities on anyarticular lot do not adverse) affect anyof the installed erosion control measures.If lot construction dictates measures will be
° � y SECTION lA
t�.'�� 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 the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover.
/,;�. � -`!"'l�t�'t:� !s FOR
•ygj¢_iab',S i '� /1/22 0 ._ 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
/.,. 41frifi� objectionable materials spilled,washed or tracked onto public roadways. BEN JAM I N STOUT
ail ysy..,,V-a i�-o+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.Any sediment deposits that build up against the fence should be removed and disposed of properly to insure
='i� �-S �.*`O 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. REAL ESTATE SERVICES, I N C.
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 CARVERS CREEK TOWNSHIP CUMBERLAND COUNTY
Construction: Maintenance: 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. SCALE.1't= DO' MAY 2024
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 SC SC Al,�,
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. too - 5�0 0
smooth k. 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.
4.Use geoteAile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or 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
subject to seepage or high water table. tracked onto public roadways. sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. ( IN FEET )
CONSTRUCTION ENTRANCE/EXIT 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 h = 100 ft.
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.FAVETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE#F-0106
LAST SAVED:5/28/2024 9:5a AM LAST PLOTTED:5/28/2024 2:03 PM PLOTTED BY.Dennis Gilbert FILENAME:G\STAFF\DENN,S\DENNIS WORK FILES\PROJECTS\EC NEW PROJECT\EC-9TONEGATE\HILLSeSTONECATE-LOT521-23.45-47.51---.DWG