NCC241607_Site Plan or Location Map_20240528

CONSTRUCTION SCHEDULE \ �/ ` \ \ - I�j) i I �S'
I.Obtain all necessary permits and plan approvals.Erosion and Sediment Conuol(EffiRL)permit and a Certificate of Coverage / \
__ \ , : ' I \ '
�b>' (COC)must be obtained before any land disturbing activities occur.A copy of Me E&SC permit,the COC and a hard copy /-� ` / /
of Me plan mus[m kepan enitenpreferebly in epermirs box,and accessible during inspection. \ I \ \ \ \ I I I // \\\ / / / / 1 / / / / / //
2.hump gavel co even tra cos first,rhm silt kvices,rernfrmed siltf ca / / \
IOW
p mtleta and wattles.
3.FiviaM1 clearing and grubbing any necessary areas m the Iota m they art sinned.60 4.
5.Begin'...in grad exousetcons activities
activities. \ \ I A „ ������ /
s.Begin with house
6.Finish all rough grading and house construction.All areas not disnubed for I days needs to have temporary or penment \ \
�avdmver tusMl�
]. ell driveways,walks and patios. �� �� / / //
B.Begin fine ening of lot areas \ \ 1 I I (/I// THIS PROJECT IS INAP LIC SUPPLY
9.Final grassing,mulching ma stabilizing of lot.In most carte this will involve me installation of sad on the lot.The silt \ 2 I I / / / I I / / WqT RSHED(WS-V)AND AL REQUIREMENTS
SITE • --
fence will min place until he mLismdded or gr saisxtabil stabilized matakes 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 _
winbenne.g4ina nddiform found on the DEMLRwebaite WATERSHEDS SHOULD BE FOLLOWED
�' M1[tpsl/www.de9.nc.8ovinbouMdivisicns/mere)'-mincrzl-and-land-resomces/normwater/smrmwarer-PmBraMnPdesconseuction-program. \ \ \ \ I ' 1
401 moo meth copybcomplete i in per foss sha be keptll G.S. 3A-5 1 availableGroughG for inspection I5A It is \\ - I I I I I I �/ �\ / �/ /x /
/ a
ELL OT Mr. CONSTRUCTION
rxommrndNacopy be keptpermits Ref G.S. 3A-5.through G.S.11J STS ISA NCAC 04A.0101 ` \
I"` �>Ro. to 5 CAC W O50 General NCO S f C \ I / \ / /`\ I 68 la
I I.$If f d 1 1 bprformd I van calendar days �/ \ / _��
' and 'N'24h f cry - fig than .AY addrepairsTito d immediately ` \\ • I / / j
� Iwfm tledN.A SC Tito - tl Pe fin 0.construction Mplan.A - \ \ I I I I \ `\ _� / / \ \grail hall II d h j f p p itoring. - \\\ \\ \ / I IIIII ( I (( --;''''"..
�- \ - � 87 I I / /
12.I and finalaz letters.When the I the shall DEMLR the
EffiSCPIm.After DEMLR informs Me permmee o[the m otiose out,via inspection report,lhvpermlLmc shall visit / T Q+
"deq.nugovMCG01"to submit melmnovlc Notice oftmnmanov(e-NO'1).A$120 annual general permit fee will be \ ` \\ \ / / �,'
oje
H h gd tilthe e-NO M1 bttn lied out \\ \ I I I I \\ \\ - - - - -/// // // \ \ ' // \ y
GROUND STABILIZATION \\ \`\ \ \\ .. . \ 2I I I I I I \\ \\ \ / \ \ \ --L,.. I / / � :
VICINITY MAP SITE AREA STABILIZATION EXCEPTIONS -� J I / °u
401 DESCRIPTION TIME FRAME `\\\\\ \ I I I �� - / I 86 ,cam ONSTRUCTION �\ O
N.T.S. \ \ -',........./ / I I I I I \\ \
/// / ' / �:s*``.ENTRANCE/ \PERIMETER
DITCHES 7 DAYS NONE \ I/ (/ / ///jjj•"" CONSTRUCTION m;
&SLOPES I \ \2/ij
I II III III / \�\\\ / / I / I I //"/•• / LIMITS/2m�\n\HIGH QUALITY 7 DAYS NONE \\ \ -\ \-/ I I �TTT // / \ `�j.I I / / \
WATER ZONES 11 1 / I I \ � Iw wATTLEI If \To
(HOW) ��� IIIII:p
SLOPES STEEPER 7 DAYS IF SLOPES ARE \ �• / I I I I I \ _�- �sICT ONC j G' FENCE \ \ m
THAN 3:1 10'OR LESS IN / UTLE r \
A SELF-INSPECl10N REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY \ I I ��` �/ // I // / / / / I I I I I \� T � "���� CONSTRUCTION HrJ IN I `I REINFOJryCED \ \\�Z \
NCGS 113A-54.11IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE 1 / / , LIMITS SILT FEryCE
COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER \ \ -\ I IF II OUTLET \ F
\\ \ •� / / / / L CONSTRUCTION I;,
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2 1, 14 \` \ \ /I ( ( I I I I I I �J WA E '- • ENTRANCE - I L WATTLE \
r® , -
EROSION AND DAYS ARE \ \ Z50 R / I
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE RULE 15A \� �-/ \ �� / �, ry �^� s�p
ALLOWED _.-
NCAC 046.0131 STATES ....DOCUMENTATION SHALL BE ACCOMPLISHED BY \ \ I „••, 0••"�'n'
„,
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 1 1 I / / CONS UCTIO L--- \ ,.
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER \ \ \\ /. I I Zy2 / \ �' •• ENTRA CE SILT
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50 IN I \\ \7 \\ \ \ \\\ I \ \ I \ I I \4�.�� SILT I li
WATTLENCE \ \ \ \PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH \ \ \ I GF FENC 83 I 4
CONTROL PLAN." O �++2. \
ALL OTHER AREAS 14 DAYS NONE(EXCEPT \ \ \ 1 I �\ H4 I I Lam_..«
WITH SLOPES FOR PERIMETERS ` \ ` I \ ` ` S� F1iF Lot Planc_ ^\
FLATTER THAN 4:1 AND HOW ZONES) \\ 'ft \ I 1 1 I I I / \> "C" I N - INFORGEO � \ \ \
\\\ \ \ \\\�\\ \ I ) / ` I / / CONLS2STION \ �\�- I •� iILTFENCE CONS RUCTIONR\ \
J J J ) OUTLET 1
\ \ / / / / 4 I - J Q s
DATE: PAGE: 7\ \ \
CONSTRUCTION / J )
S 5 /w silt 5 k/Wattle / \ // ENTRANCE
�� -' -1 wtetl for \
FL FLo teceon N. \
r'I - � l II;2 z_ ot de... �_�\�, \ \\ \ ///�\�/j j j j \ New Kirk Court �i ,o l 12 -u° N \ \ \I \ Z
Stokes ekesand a minimum or 10 feet mepm \ / // / // / - _ _ g 6 \
SECTION SECTIONgraded slope.Sill :I "moo a»a 73 V • / ��� lg ���
�D should be
the silt
m \ \ /�j / a1% I ®/ // \q. Sara,q � A
,. g the a 1 I \ross aectien should be driven
// 80 Ilaced at a I �v
meblumb,through the center or the silt
thech sinaowame is 6Mneelna0nch , > > _r�.me \ _ - , 4-
1 I REI FORCED =�:i`- CON RUCTION / 'd'/
akes snail.&
«Corn rB na 4 lain val of 4 feet or a mum ram / / \ - \ ILT FENCE WATTL LI TS
uNTRENCTOe1/2 heighht of leg e1 s. pale pa�en rate )74 / 472,1,
o // 7 OUTLET T -HEDINaTAL TDN concrete blocks used ml 75 , / 7(1/� / \\f2AS\ -/ \ - /Isouemlc vlEwins,.wcmo.w.m...u®.r.�o„rov,o<re,w,...,.w,:. soN✓wmMLOM1an negaca au�n�B rumrcevema. '` - /l _- ```qqqemove \ \ �T NSTRUCTION� FENCE / ' q* CD
SOCK wmAL ROW RATES 1.MAINTENANCE
sor greaterttle ainfaslReekb and finer - \ m A / ° / LIMITS / / - J
forMulch or am a p as 20'UTILI EBSEMENT - - \ �� / 78 / TF// 79 CONSTRUCTION $ / ^
Wrenched Socks a To B peagn wanoetMer m)aT s(wo.`m)(',sso.m)Alt) n�� 2. aura must Ire replmea debris as
or �-
ale now. \ ^ / / ENTRANCE / _/
accumulated memo \/L) - �qy Sheet Flow-kw- Silt,ck/kaat 4.. (1`zt(i I a. a ^ad.be t\�iS� \ 2y. \ / \ \ /-i- �(0 -v- / / 1 14,:_____?:-_____
wet Iea4m (sus ) (i ) (soo) ure 0 , / MENT \ /\m4. Reinstall if ama9ea fir a'upa9ea. YJ" 20' TILITV \ /Ma s 7/rt74/1' s'm�a2m1" ym]irts com�ea Inspected me \ \ r �f \
,2 « d "tab m me W e°=ate - - - - - - - Rigi Drive "°3 s
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION = `� /�Z� / / �// � �1 CONSTRUCTION /CONSTRUCTION -_ _ 252 / 20' TILITV EASE 'NT u / SILT ENTRANCECONSTRUCTION /LIMITS - - - h\ �• -- FENCE '!' LIMITSa\ \ .a„.• / �sf CO TRUCTION •4)•',DATE: PAGE: 254 _/ 1 TLE �CONSTRU ENTR E`_ \ \ \ _i -
/ REINFg ITTLE'•s'•ENTRANCE/ II •yJ F� ill • --1/(1°)/ /
i \ �SICT FENCE VV / ` I ^�,V
23 22 21 OUTLET . 262 1� G ti z - �1 2�
..A.. ..8. ..C.. .D.. ..E.. ..F. .G. .H. \� :� 2� I FENCE\ / / 1 14 1� .) TTLE1L \ � /
[� M O 19 y I ( •I I 16 CONSTRUCTION WA �! /
•
I-¶ u ✓< �'S l/ ✓! 7I'J / 1 ggk'r 17 / / LIMITS I�� ZBD -R� 62
¶ 116 4 I ✓! ✓! 4r 1ti Q 2 / I I 18 K 1 / / F- CONSTRUCTION _\. �I ��/
2 11 'RENFORCED- WATTLE
Y CONST U/CTION SILT-FENCE
¶'�R d W ✓< .nWSE �V �� �� 21: n0U5 Z IIIIII / LIMITS
I JJ '! `L •
CONL MITSTION I'17 LI ITS - - 11 CONSI eR�eTION .1
.1 ly 1IrJ `,� a L. 1i 4JJ `� � e' v- / OUTLET / 0
caDFt. �cE FRa, A4�IFi -oAnwAv ';P�RbSu nT xo,a.•7�IFi 7-58 I ' 1 /wV \ ........\ /
\ 260 _ \
cuRe INLET o CURB N.If needed,Tree Protection fencing should be installed along the buffer zone,wetland / �- +�� - REINFORCED
boundary and/or around protected trees,providing a radius of at least 1,25 feet for each \7 �,/ - N _WI-- SILT FENCE
LEGEND inch of trunk diameter. sOn, - -- --
2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on S PROJECT IS IN A PUBLIC SUPPLY /
DIRECTIONFLOW @ schematic/diagram and field adjusted,i(necessary,for plaRment at low points.If lots are 6_W t E-SHED(WS-IV)AND ALL REQUIREMENTS
contiguous and have tlMerent land owners or builtlersSILT FENCE -k-.- ,each lot should have individual Sitt 248 -�qr ,y p - GA -AREA /
SILT FENCE OUTLET Fences, - -'NVATERSHEDS_SHOI)LD BE FOLLOWS 256 4P
3.Install required Sill Fence within 10 feel of property line h ensure there is no confticl with rES
ENTRANCEconSTRUCTION septic system.It lathe responsibility of the builder to ensure the installation of sediment \ _ --- / ,1CIf \_ 2�� �� /---
CURB INLET = control measures does not impact the septic system and repair eree(s). / Y �\ '- 256 \ / II /
d.Al least one ConstructionEntrance/Exit is b be installed per lob \ C / / / I I
5.Waste bins and other areas dedicated for managing building material waste shall be at \ / III`T/III.
lees[50 feet away from storm drain inlets or drainage dkches unless It can be shown that / // / \ \ \
coa be achieved,these areas must be /no other alternative exists.If this separation cannot
contained behind Sik Fence. ---- -- - -
6.Inlets downstream of disturbances should be protected;streets should be swept when ( '
from the constructionFenn activityarts present / / \ /.r / /� /(---
sediment
..\NC-Environmenlcl.jpeq 7.Details for Gilt Fence,Silt Fence Outlets,Construction Entrances and other measures are ---
- dad On additional sheets,Erosion and WITH CURB
details are not drawn to scale. I \
------------ TYPICAL LOT LAYOUT WITH CURB AND GUTTER I t
THIS
JECT IS IN A
LIC SUPPLY
WATERSHED O(WS IV)AND ALL BREQUIREMENTS PAGE 1 of 2
DATE: PAGE:
/ REGARDING SENSITIVE AREA TOTAL DISTURBED ACREAGE: 6.45 ACRES
ode WATERSHEDS SHOULD BE FOLLOWED LOT EROSION CONTROL PLAN
*O LOTS 3, 4, 10, 12, 17, 79, 83 & 84
°e°a� ;_ �. w MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION KINGSBURY RIDGE
Q,n fora,
s
General-All measures will be inspected and corrections made after runoff producing rainfalls 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
v p s � vFOR
����t�.'�- relocated on the lot to insure that the potential for sad mentation 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.
l. liti S BENJAMIN STOUT
I_ygy�aL.y',57�� '��1�1'�-`�� ��� �_� 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
y" ''i=' m- objectionable materials spilled,washed,or tracked onto public roadways.
,9 aM•n ,-� .. 0 REAL ESTATE SERVICES, LLC
-....,V-a .4, 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
/ $f •`, ' nu.*`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.
' r_;,_.,r,_ s�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: 1"=100' APRIL 2024
Construction: Maintenance: •-• and stabilization of the mot bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and if possible. GRAPHIC SCALE
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 propery 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 acondition 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 - 5�D o 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.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/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] FAX[phone] LICENSE#F-0106
LAST SAVED:4/2/2024 1:45 PM LAST PLOTTED:4/2/2024 4:37 PM PLOTTED DT:Dennis Gilbert FILENAME:G\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\24-2510-03 KINOSBURTRIcGE-EO\PIANS\KINGSBURTEC-LOTS3.4.1e12.17.79.83&a4.DWG