NCC243195_Site Plan or Location Map_20241016

CONSTRUCTION SCHEDULE J ' - \ \ \ 1 1 / 1
1.Obtain all necessary petmlts and plan approvals.Erosion and Sediment Covaol(E&SC)permit and a Certificate of Coverage
/ I \ \ \ \ \ \ \ \ I \ \ / / /
(CDC)must be obtained before any land disturbing activities occur.A copy o[the B&3C permit,the COC and a hard copy o[the
/ 1 /J�bA plan must be kept on site,preferably inapermxa box,and aoeeasible during inspection.
/ \ /� �/ \ \ //
s.Be�1 onne w neo�me con mrmn�Hon entrances first,maeti„t een silt r new,reinforced silt fence
\ \ 1 \ \ \ \ I I I \\\\ \/ /// //
cote;�, o„deta awataea. j
'Niti`Ro \ 3 Pegin or n6 and gtubbing any veccaeary areas on Ne tom as they me amtted.11.11 � // \ � / \
fi.ANY DISTURBED
.. \ — --
B s
RBED STEEP SLOPES(SLOPES 8%OR GREATER)MUST BE MATTED.NO DISTURBED SLOPES TO \ \ \ I I I I -
REMAIN UNCOVERED. ��
,Finish all rough grading and house construction.All areas not disturbed for]days needs m have temporary or permanent \ / \ \ �- \ :----- / /
goundwva instilled. 1 1 /I \1 �� ......
B.Install driveways,walks and patios.
/ �// \ �— 1 / �� \\ \ / 1 I I I I ... ......
0 Begin fine grading oflot areas ` —l'
SITE . 0 Final g sing,mulch mg dstabilizing of lot.ha most cases this will involve sins Nation of don the to The silt fence llftft
\ _/ I I �� �j
remain in plate until the lot is sodded or grassing is stabilized and tikes bold. _ / I ' /
II.The contractor shall conduct self-inspations of the erosion and sedimentation control measures and complete the following \® /----
::./ ' /
-7111111
combined.gov/spemionform towdonthe DeMLRwd-res --- I / / X ELLIOSR ROB' /O&' 401 hrps://www.drync gov/°Tem/dit.insspectionormsshand-lend-tontinesndavailableMrr.pectinatalMmes.Icis recommended
. I \ \ /� / / \ \ \ I �_ _'_ _� /
a/gjROw Twelve months ofcomplete inspection forms snap be kept on site and available forirepemion at all times.It is raommendeda / - v / \
copy be kept in a.m.box.Ref G.S.II3A-54.I through GS.II3A-5]Sections ISA NCAC 04A.0101 through ISA - - / • • / / �� \
NCAC 04E0504General P NCO 010000 NPDES for ConstructionActivities.
J _ [/-/ / \\\ \ \ \ I I I H / �\ �/ - (7.:_ / \
' , 12.Self-inspections f d sedimentation control measures b performed I calendar d d / I / / / ` \\ \ - -I I I / -- �_ �\w
tb'24 hours f every f er than l inch MYneeded Pshall6 J' J' as J { // / / _� \
I w- designed.All ESC measuresshall b mad as specified in thedetails n' shall be installed / �\\� / \\ I Iect sire. i
JH
I I I r
I /-.-'.
�\\\ \ F`' ] '/ /
Plan After DEMLR informs the permmee of the project close section repo thepermit.shall visit �/� I /
"deg...goy/N.01'f to submit an electronic Notice oftermmanon(e-NOT).A$120 annual general permit fee will be charged / — / / ��� \` \
= until the o-NOT M1as been filled out /� — —_ / / \\ \\ ` I \ (r '/
GROUND STABILIZATION - - - - - .� . . /V / /� ,- J \ �\ ��`\ \ I I I I � \
VICINITY MAP . . . . . . . /. / — \ ) \ /
N.T.S. 401 SITE AREA STABILIZATION EXCEPTIONS i� / \\ — `\\\\`\ \. I \ I I \ �� / /
DESCRIPTION TIME FRAME NONE r / / / // � = / \T\\
\ J I I l \\ // / /
PERIMETER DIKES, 7 DAYS NONE l I/ / — —/ / _` / I I I \\ /l /I SW&ESLOPESHES •� �/\ / // l—_ _ _ �� ' i �� �`\\\\ 1 \ \ \ \ -� �/ / \ I I I I I I I \\\\� �\ / / /
HIGH QUALITY 7 DAYS NONE _✓ r� I (I ( I _ 1 1 ` � 1\ // / I \ � -f- //
WATER ZONES \ ( /\ ` i $ 1 iii / I I I I I I I �_TI 4/A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BV SLOPES STEEPER 7 DAYS IF SLOPES ARE -� __ — \ �I \ lNCGS 113A-54.1•IS AVAILABLE FOR USE IT CAN BE COMPLETED BY HAND OR THAN 3:1 10 OR LESS IN _` �1r- III / r� �/�69-� I I \\\\`` �� // (� / / / / / I I I I I I \\
COMPLETED AS AN EXCEL SPREADSHEET. LENGTH AND ARE 11 I \ / // / / _
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED NOT STEEPER ------
EROSION I I I I \ 2� \ `� \ /I ( I I I I I .1,.."'
AND THAN 2:1, 14 I \ I} I I I 250
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A DAYS ARE _ I 1 \ \\ \ \\\\ t/\ I I I r 5Z /
NCAC 04B.SEDIMENTATION
0131 STATES THAT THDOCUMENTATION SHALL PROJECT
ACCOMPLISHED BY �� I I I I \ �\ / I I I
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE ALLOWED - - - I_ 11 I I ��
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING. SLOPES 3:1 OR 14 DAYS 7 DAYS FOR �- _J 1 I I I I I I I I I I I \\� /. I I I 2�O,a, \ /
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, FLATTER SLOPES GREATER ,STEEP SLOPES EXPOSED DURING CONSTRUCTION I ( I 1 ` c\&
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION I x I I \ MUSNO SUBSTITUTES!
WITH S!SEE •ETAILPMATTING. • • 1 \ I I fq
CONTROL PLAN." THAN
LENGTH IN �� J.-)
I I I I I I I I(3'fl I I \� \ \Y \ I \ 1 I C \
111 NO SUBSTITUTES!SEE DETAIL PAGE 2 F 63
ALL OTHER AREAS 14 DAYS NONE EXCEPT \ � J�
WITH SLOPES FOR PERIMETERS -/ STEEP SLOPES EXPOSED DURING CONSTRUCTION � 1 1 \ 1 I I / sF�i \
FLATTER THAN 4:1 0 MUSTBE SECURED WITH APPROVED MATTING. \�AND HQW ZONES) T 2 NO SU/B/STITUTESI SEEIDETAIL PAGE2 \lQONSJ,1,7,LTIFIONY.,,,,
�� \ \\\ \\ /) I 1 1 1 I / 82 \
/ 44 / \�� // ) I I I ' I / g. WATTLE RE'yr�FORCE6 \ \ \ \ �- J J J / //
DATE: PAGE: 6/ IEff NFa' D ELreN % 72 SIOUTENTE \ \\\ \ / / / / // / / / I
S s /w Silt B k/Wattle P' �IYTFE 07l TLET SILT
3. 0/ OU
/iy
FL "� ta�I yn FLo _I ro tecnoror 'U" ]J
I /I a:,e
2 Mil Stokes 12 M'n.II �' Iv Mdefom, •"'' _�� / ENTRANCCONSTRUC ON CONSTRUCTION
\ \ //� / // / \
n,a Stakes and a minimum of 10 feet( ookmattle netting installed as e M' W LE II°� _ \ \ — — — —I \ \ \ \ \ 1 �i // /�// i / y SECTION SECTION eruet�l located Below WATTLE REINFORC 7'�
gm areas should be I.efed at Me edge of me �? �+a-SILT E \ 40'DRAINAGE EASEMENT
land nle(s)ssho w y^� sr 63 OUTLET/ — —t■ N N �/ \ /// /// / \ \
D L N,a ttealTal going enema entma 23B /1/ / 6j , I t / / 81 ,C
4inch x 2 inch cross section should be.4/en C TRUCTION LE I x I x SILTS' 1^ �� / I I
vertically plumb,through the center,the silt
socklwattle.Stakes should be placed at a -B.-- 23 LIMITS 5 6`RRR FENCE / \I\ — — / 1`
esi ao e p e In Inch - p / �w SILT /\/pp$ Y I I / WATTLE fi - \ - 1 r
\ \ /
v Trench'n are feet11 maximum interval of 4 feet ore maximum interval n wwnN lac al 4I n I\o` pA FENCE FENCE ` \>< \ ' M. CON L/IU TIONI I �' /" /
Wood Much or Corn et grauntl 4'..
Ve
n thee..... f I I I 1 \ /
To 1/2 height of log s ssill ° $ CONSTRUCTION\ J74 7 /
UNTRENCHED INSTALLATION ENTRENCHED NSTALUTON• socke/gn as an )ea ^ FE CE LIMITS / Y I O
n,:,...zan,...,o...a........r.occ.....,..,...�..... concrete hbckaM vv
W CONS UCTION I �� �QO D /-
sOMemlcvtZv ...v...to ha ffevents.
ENT CE CONSTRUCTION T
awPos SOCK x nAL stow RATES dd ram t each
1 Inc accumulated sediment awl any debris as ones I C NSTRUCPON� 1r —RpTjM2 �._ I\ CONSTRUCTION 5 I • ///���
���S tS4 111E /— � ENTRANCE \ ENTRANCE no mil—WATTLE�a \` } ^ �� O / 78 / / 79
campoat eacncna ne..to allow.adequate flow. -� 20'UTILITY EASEMENT -/ `_' q RSILT ONCE \ ~I Om �\ A / / /
T and I 20'UTILITY EASEMENT OUTL
,o,ay` peagn waneetmer p onto Ire rep aces taoggee or CONS RUCTION 1 / x/ � 8 v- \ 2
fin umrenmea so s Pre ^m) s(wo.cm)(tisso.m)(Boo.inn) m) ENT" CE /J �c / —� /
SheetFlm.� g 1.00p 1.300 1a50 a bawma.3.33..'". a r
RI L11n Drive / _waxAra 151Nt50ek/".s,m(ax °aa`m, ,m`m, k radfferen 7 —-ix — - - - -
coat le (soi m) poe m) (sou m) a ore 1 l l a�' \ \ �I I /F j 20'IJTILfTV E .ENT
xrppauacaorav diameter
damaged or a'ukra9ea. until / Q^qq I 20'UTILITY EASEMENT -7--
T�7,,
ash a V" VI" 7363" 2m/n "7/rt s mansmehaa shall bet eOe lam / qoq 1�11 D
Reinstall
p(a4 VI" (t (pat (jT4 asm,banre is wmpem one inn area abovetm .'�^'I-CONSTR CTION \\\
/,n/rn) /,n/rn) /,n/,n) /,n/,n) /,n/rn) 4 snsacka�,w been ,menendy stabilized. / ENTRAN E TRACT \ \ rave
SILT SOCK/WATTLE FOR PERIMETER AND' INLET PROTECTION \ / ) B \ — — �- °
\ frlit, CONS R- RE FOR 0 7.--
L-- "' / / \ 252 ` ENTRANCE • �T/�L'/�T FENCE 20' TILITY EASE"NT
// / I 1 \ R�INFO�CED ii OUT T �: _
DATE N ,_ SILT FENCE To __-
PAGE: � OUTLET )',�*•� g'•e' Z5a
/ / SILT � \ 254 WATTLE / ,t- CONSTRUCTION
^ / I FENC -' �3 WATTLE•• (
0 1 31 30 / 29 \28 \ 27 \ 26 5 24 23 22 21 ENTRy NCE
iTh5 14
I— �� ;71 St �q 1 CONSTRUCTION WATTL / • 19 16 /
4 t II !l '� e 2 a \ LIMITS 6 r ��f•
A
j j d ( / ,"� EILT i I 18 17 / /
f4 'I ' IC % , 2 FENCE 1 /¶' R d xW ✓< .nWBE �� 4US] Z \\ \ REINFORCED \ \ I \ / ENCE i / / / \CONSTRUCTION ./ �1 Y t /
I JJ1FSILT FENCE ' LIMITS �y FENCEI.,1 _i ty IJ `,_1 a L. I '.I I 4J t,J I \ \\\ OUTLET \ �x / \II\\ CONSTRUCTIONINL GE OF cOURe tts b \\ \ ` \N \ ` _Z - I /. 4 /
I , \ LIMITS 7,60J /
ET N.If needed,Tree Protection fencing should be installed along the buffer zone,wetland \N N \T ma's 1 THIS PROJ CT IS IN A PUBLIC SUPPLV 7�— I 7/ /
boundary and/or around protected trees,providing a radius of at least 1,25 feet for each \ \ i \ g \ ATER$HED( S-IV)AND ALL REQUIREMENTS „ \ `/ �—
LEcsrvo inch of conk diameter. REG DING SENSITIVE AREA 7 _ _
2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on \ WATERSH S SHOULD BE FOLLOWED PROJECT IS IN A PUBLIC SUPPLV
DIRECTIONFLOW @ schematic/diagram and field adjusted.if necesaary,for placement at low points.If lots are \ \ \ \ \ \ 2\ \\ �� W' ERSHED(WS-IV)AND ALL REQUIREMENTS
SILT FENCE . . contiguous and have dffesent land owners or builders,each lot should have individual Silt I 2�_ ,F'• - GftRWM^SENSVFIV`
SILT FENCE OUTLET ® S Install Fences.
Silt Fence within 10 feet of property line to ensure mere is no Conflict with I \ \ /�/ - WA l el'tSHEDuSt110l�IJ BE FOLLOWE 256
ENTRANCECONSTRUCTION septic system.It is the responsibility of the builder to ensure the installation of sediment /� �� .....
Z5�
CURB INLET control measures does not impact the septic system and rpepairarea(s). \\ \ \\ \ \ \\ \ \ j j / ��3� \\
d Al least one Construction Entrance/Exit-s tub installed r lot
5 Waste feet
other areas dedicated form i g building material waste shall be at ) \ ` \ — \ \ ///
lees[50 feet away from storm drain raters o drainage dkches unless It can be shown that \1 \ / / /
no other alternative exists.If the separation t b thieved these areas must be / \
contained behind Sik Fence. \T- / /
6.Inlets downstream of disturbances should be protected;streets should be swept when I \ \ _
sediment from the construction activity is present.
1
..\NC-Environmenlel.jpeq T.Details forSilt Fence,Silt Fence Outlets,and sediment
Entrances antl otherenot measures ere ) I I \ �_ / /
provided on additional sheets.Erosion end sediment control details are not drawn 10 wale. II • 1
------------ TYPICAL LOT LAYOUT WITH CURB AND GUTTER / I
DATE: PAGE THIS PROJECT IS IN A PUBLIC SUPPLY THIS PROJECT HAS SLOPES PAGE 1 of 2
WATERSHED(WS-IV)AND ALL REQUIREMENTS THAT ARE 8°/0 OR GREATER
REGARDING SENSITIVE AREA STEEP SLOPES EXPOSED DURING TOTAL DISTURBED ACREAGE: 5.11 ACRES
��� WATERSHEDS SHOULD BE FOLLOWED CONSTRUCTION MUST BE MATTED LOT EROSION CONTROL PLAN
LOTS 18, 19, 28, 62, 63, 65, 72 & 75
°e°a� _ �. w MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION KINGSBURY RIDGE
s
General-All 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 an particular lot do not adverse) affect anyof the installed erosion control measures.If lot construction dictates measures will be
v vv FOR
����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 i the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover.
,1. titi S BEN JAM I N STOUT
I_ygy¢.i+B',S 7z�< '��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" "S - objectionable materials spilled,washed,or tracked onto public roadways.
aMn' ,' .....let REAL ESTATE SERVICES, LLC
or- ..,„;V-a :,: 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
/ . 1� 4_�-'�.*`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__;,_.,er s, CARVERS CREEK TOWNSHIP CUMBERLAND COUNTY
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 SCALE: 1"= 100' J U LY 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 properly grade k. 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.My 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 aeondition 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 - 5010 0
smooth k. from leaving the construction site.This may require periodic
3.Provide drainage to cary water to a 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.Immetliately remove all objectionable materials spilled,washed or Wattles-Wattles shall be inspected after signcant 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 I
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 Bare 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:7/23/2024 4:57 PM LAST PLOTTED:7/24/2024 u:02 Si PLOTTED BY:Dennis Gilbert FILENAME:G\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\24-2510-03 KINGSBURTRIvGE-EC\PLANS\KINGSBURYEC-LOr51B.19.20.62.63.65.]2&JS.DWG