NCC241939_Site Plan or Location Map_20240709

CONSTRUCTION SCHEDULE I
I.Obtain all necessary permita and plan approvals.Erasion and Sediment Conuol(P�SC)Pormit and a Certificate of Coverage
S' �b>' (COC)must be obtained before any land disturbing activities occur.A copy of Me E&SC permit,the COC and a hard copy /-� ` \ / /ofMeplanmumbekept onsite,preferably inepermirsbox,andaccessibleduringinspection. \\ I \ `\ \ II/ \ / / /))))
1 l/ / / /
2.hump gavel Corislurs[ion essences firs,,'Lai silt knees,rarnfrrced siltf ca \ \ I I \ / / / / /
110.1
p oatleh and wattles. / \
3.FiniaM1 clearing and grubbing any necessary areas on the lots as they art started.IP
4,Begin lormuvogand
ading avatcousecomn activities.Al \ V ' A �� f// /��//� / / / / /ies
s.Begin with house
6.gro.all rough grading and house commrction.All areas not disturbed for]days needs to have temporary or meat \ \
dcover installed
]. gill fine wading
,walks are patios. �� �� / / // .ft
Begin fine grading of.aura \ \ ) I I (/I// THIS PROJECT IS INAP LIC SUPPLY l"
9.Final gassing mulching aria stabilizing of lot.In most cwww this will involve me installation of sad on me lot.The silt \ _` 2 I I / / / I I / / WAT RSHED(WS-V)AND AL REQUIREMENTSrws
SITE , ell min place until kLix dried or fir axixxtabil udaratakes hold. \\ \ \ _______„/ I I / — I ( REGARDING SENSI VEAREA /6�
10.The contractor shall conduct self-inspections of the erosionand sedimentation control messures and complete Me following _ - - - I I I / \ - - - - - - I I _
combined self-inapegiion form toned on the DEMLR webaim WATERSHEDS SHOULD BE FOLLOWED
' M1ttps//www.deg.nc.goveabonMdivisionVenermmineral-and-land-resomceseslormwaterestom,water-pmgramenpdesconstmction-program. \ \ \ I �% / - Iw' 1
401 Twelve months acorn..inspection forms shall be kepi n site and available for inspection at all times.It is —\ I I I �/ \ \ /X �-
BuoTFAROAo CONSTRUCTION
recommended copy be keptp 'sb Ref G.S. s.mmnghcs.113,57s s Nene INA.DIDI \\\ ` \ I I I I / __\\ _ _ - - / ` J I 88 /
tk 5 C C04 050 General CO Sf Construction
V 11.S If f d 1 1 b p rfomrJ I wen calendar days \ / / ��
"`�' I w- measures N &sig ed A SC 4 hours of eve,rain event fhallb N in.
G Any e needed repairs shall b �immediately
lO min \ `\ \\\ \\ - - I \ I I I I / 7/ / \ �`�� - - � ' �- I o O
g shall be installed h 1 for tcccL \\\ \ \ '\� / I I I I I I I I 87 I / / / / / '9 �a
12.Irmp d f I I tiers WM1 tM1 p our I tM1 p cs xM1 11 DEMLR ut the �/ \ 4"?...
4� EffiSC ern A.DEMLR informs Me perm f M1 'act 1 p Ow permit shall visit
w "degnc SovMCG01'to submit an electron N f termination(NOT)A$120 annualg al perm f 'll be \ /
charged wul the e-NOT has been tilled out ^� \ \` \\\\ \ I I I I I \\\\\ - - - - -/ / / \ R9/\ ' / / / ...m
H GROUND STABILIZATION \\\��� \ • • • • •\J- - 2 II I I I I I I ((( ->:'''".."
� \ /l l \ \ Nr / /� �2�
VICINITY MAP SITE AREA STABILIZATION EXCEPTIONS -� \ \ J \ I /
N.T.S. 4U1 DESCRIPTION TIME FRAME )\\\\\ \ \- \ I I II I \ \ \ - / ' 86 ' / �9z\ �n�PERIMETER DIKES, 7 DAYS NONE ` / III ` \ / / / ` / / wSWALES, DITCHES \\\ \ v J / l �J \\ 'o I
&SLOES (/ / y
HIGH QUALITY 7 DAYS NONE \I 1 \ \ \ —� \—/ \ I I 1 I I I I r \\\\ \ / J / / / / 12 \\ �\
WATER ZONES `\ 11 I\ / I I \ `� \ I / I \m'�,
SLOPES0 STEEPER 7 DAYS IF SLOPES ARE \ \ \ �• / I I I I I I \ \ \ \ m
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY THAN Oil 10'OR LESS IN I I \ ` �/ // / // / / / / / I I I I I \`�/ / 85j I I I I \\�'y \
NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE \ `\ \\
COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER \ \ \`� \�\-� - - - - / / I I I I I I L / I I ® N , F
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 I( —
EROSION AND
I ( ( \ s.� \ \
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A DAYS ARE \ \ \\ j /
ALLOWED /7/\
NCAC 04B.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY \ \ I oe / j \
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR \ \ \\�` • I I I I I / \ / I I \
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER ,� r- - \
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50.IN I \\ \7 \\\ \\\\ - - ._ - - I 1 I 1 I \ \ \ \ I I `\ RI 4 \ \
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH \ /
CONTROL PLAN." ` I I / �\ 83
ALL OTHER AREAS 14 DAYS NONE(EXCEPT \ \ \ \ \ I \ I y 84 \ ,
WITH SLOPES FOR PERIMETERS \ \ \ �- I \ I CONSTMITSTI• ^\
FLATTER THAN 4:1 AND HOW ZONES) ` \ I I ` 1 I of I 8 ` \ Ie \ \ \
\ \ \�\�\\ V �� )) i N Lot Plan \ I I 5 \
J nF„
DATE: PAGE: 7\ \ \ \ \\\ \ \• • • /1) 1)// / /J J T ' / 4 \ —I E FotB tan I• )
Silt$OLk/Wattle Silt Bock/Wattle N \ \ \ \ \\ \ / New \
'ql D • an \ N. -_- - // �� j Kirk Court i 6
„Mnj Nn ,d e \ \/� // / o
) y
2 2 m \ \ \ \ J / I/�/// �\ of Plan the tee of a
,/� /
Stakes Stakes 1' - / /V-'SECTION SECTION
°sod :I�aeedge het.
» 73 j / / / /
�D L aPat tilla(s)ssho alpmaaad^MYapslwmpem \ ,./
�// / a1% \ I T______CONS,T.R,UT____,7sCTION
/ \
A,Ma* s,Maw. tlam 9 one ease of eld be Moen stakes aft a 2
6o / / / /4- inch x 2 inch cross set halo)a / / J J �� �- - - / // , , , 80 \I I �� \ i1nter or the silt
thesinaoeWwaMer durable 4/ W vertically plumb,through the ptseelnaanch \� \ �/ \
Wood Or Corn a g rid 4 Mn / / , -l l 1 \ i \ / / ,).-
To
UNTREN Vi Mulch
a m9 t a. not ...Len berry J74 , / \ 4.--
7 �$ --- ` -.L ,/
IaoME,1nL D INSTALLATION ory concrete li.ks be used behind°"' 75 \l -/- - Lo[PlanvlEwm.amweo.m.mr..�.r.cor,.on,o<.e.,w,...,.w,:. .----
soananE wla olio pace aunn9 rumrcevema. ` / / ��yMAI
T a«x IxInAL saw anus ,.N each,InCh Or greater rainfall.ReMovel
•pact ainso averr adequate flow. _ \ \ � �� o NyN / „E„ \ /79 _ / $� — — ---/
t` /�\ �
Mlach or ampoat COMPOST rim as 20'UTILI E BSEMENT — ,II / / 2� I_ „
for umrencnea Socks romMea paean wan°etme, `)h (I.cm)(II.m)(eoe.m) m 2' ame mast ce r...eae99ee Dr e !1 /\ \ '\�,g ,Lsl� / /� C �R �/ /
Sheet Flows % PrtSilt SO,/k^at 4.") (°ea mi(i I ,a; rfe00 ,..sso a If may needed to allow�neee�..,.areavnma \-T., ,,,,�c0- / -/ / -�'p, /_ �— // / / / / r 286
wwk Are *ewe
o.Im (sos m) Gas m) (wo m) or ten measure. �f/ \ ` 1- ///--- / '/1T 20'UT ITY EASEMENT \ I �J
�paalle au 4. Rei.all if damagedwrai a9 . Y y
,aa 9T'ix en.in a'm�n 'man 9�r:" 6 anm shall°�inspe.d m.o.
Iha \ ' rem �ldp,
(10) i
la, w/ ar ,2 rn d re has beenpermanent/ — — — — — — _ u Drive �}� g
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION \ \\ `� /�Z� / \ — — — — — /�z \ Gar��j\ ,�t Plan
I / /
L-- / 20'.ILITY EASEMENT /
CONSTRUCTION ?_ _/ / O�
GATE: PAGE: LIMITS , _- / / /� �- \ \ STRUCTION /
20 ( z60 \ _ LIMITS
b
23 22 LOB 19 �/ 16 ,a t&IeF I,t PI
if AI I Bll r6 J 1 1;' Ft e �H� IF // 17 I / Plus �� des_ /
4 ll ' 'I I t- I '6 % , I 4-, / 18 / NN / CON L M TSTION _211 J'/
T R ll sou it HOUSE �V 21: sous 2 -( /I
CONSTR CTION 2 CONSTRUC ON \ ��
I J / 9
LIMITS
I.p.1� .1 „ALAI `,�, a L. L I :4J t.J : % J I LIMI 5 0/ / / / _ - /
/ _ 11_� 2sa z6� /
...
INLET EDGE OF CURB Av�L.tFis .;P�Rs,. �.tFiso 256 / ii= l ��00yy�= �/
Notes: /
1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland _ ....... 5
—
boundary trunk
die eter. protected trees,providing a radius of at least 1.25 feet for each \ / �/ - -- N
LEGEND inch of Wnk diameter. "\// rrnn _
2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on TRTS PROJECT IS IN A PUBLIC SUPPLY /
DIRECTIONFLOW @ schematickliagram and field adjusted.if necessary,for placement at low points.If lots are B_WATERSHED(WS-IV)AND ALL REQUIREMENTS
)
contiguous and have tlMerent land owners or builders,each lot should have individual SittSILT FENCE -t—.-
248 -.sgrGARBIN6SEPIS4TIVE-AR�� /
SILT FENCE OUTLET ® 3.Install required Silt Fence within to feet of property line to ensure there is no con0lct with 77ATERSHEDSS}lOILBE FOIE 256
ENTRANCE58
CONSTRUCTION septic system.It is the responsibility of the builder to ensure the installation Of sediment \ // / 269 \_ 2"" �� /
CURB INLET control m ores does not impact the septic system and repair area(s). / / Y , �\ 258 / Did.Al least OnesConslmclion Entrance/Exit is b be installed per lot \ \ / / /5.Waste bins and other areas dedicated for managing building material waste shall be at \ \ /
lees[50 feet away from storm drain inlets or drainage ditches unless It can be shown that I /\ / \ \ \\
no other alternative exists.If this be achieved,these areas must be /
contained behind Silt Fence' activity
and
Is separation cannot
6.Inlets downstream of disturbances should be protected;streets should be swept when ......
/ / / (---
sediment from the constructionFence
1 , i---
..\NC-Environmenlel.jpeq T.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are --- 11/
provided on additional sheets.E sediment control details ere not drawn to scale. I I /- / \ /
------------- TYPICAL LOT LAYOUT WITH CURB AND GUTTER PAGE 1 of 2
DATE: PAGE: THIS PROJECT IS IN A PUBLIC SUPPLY
WATERSHED(WS-IV)AND ALL REQUIREMENTS TOTAL DISTURBED ACREAGE: 5.71 ACRES
/ REGARDING SENSITIVE AREA LOT EROSION CONTROL PLAN
�0� WATERSHEDS SHOULD BE FOLLOWED LOTS 5, 6, 9, 14, 15, 20, 78 & 82
\ KINGSBURY RIDGE
��e- , 3 �. w MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION FOR
Q,n \ f�rn,
sFORwit
- General-AII measures will be inspected and corrections made after runoff producingrainfalls,or at least onceper week minimum.The builder will insure that the construction activities on anyparticular lot do not adverse) affect anyof the installed erosion control measures.If lot construction dictates,measures will be w.wap Y
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 i the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover.
- 16=� = = FURR CONSTRUCTION AND
/ .y�gy¢_i+4,S7z�< 6....'��1�1�� ����,r�_ 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
,. � e objectionable materials spilled,washed or tracked onto public roadways. DEVELOPMENT, INC.
10 , „,.„.,6...,....,....,....„..:,.,. 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� w-S- AT 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.
' +__,�,.�,_-;�_fs� � 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: 1'I= 100' MAY 2024
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. GRAPHIC SC ALE
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
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. 100 - Cu0 0
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. !
4.Use geoteAile fabrics in order to improve stability of the foundation in locations 3.Immetliately 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 LI
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 I 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.FAYETTEVILLE,N.C.28305
PHONE[phone] FAD(910)484-0388 LICENSE#F-0106
LAST SAVED:4/29/2024 11:44 AM LAST PLOTTED:4/29/2024 11:47 AM PLOTTED BY.Dennis Gilbert nunceuo:G\STAFF\DENNIS\BENNIS WORK FILES\PROJECTS\EC NEW PROJEOT\EC-KINGSBURY RIDGE\KINGSBURTEC-LOres,n.9.14.15.uO,70A32.DWG