NCC243124_Site Plan or Location Map_20241010

CONSTRUCTION SCHEDULE I
I.Obtain all necessary permita and plan approvals.Erosion and Sediment Control(E&8C)permit and a Certificate of Coverage
�b>' (COC)must be obtained before any land disturbing activities occur.A copy of Me E&SC permit,the COC and a hard copy /-� ` \ / 1 /
of Me plan mumbe kept on site,preferably in epermits box,and accessible during inspection. \\� I \ `\ \ I I/ \ \\ / / / /�l/ 1 l/ / / /
2.hump gavel c°reslmctien ennancas first,lhvn silt knees,ra�nfr�ced siltf ca \ \ I I \ / / / / /
1111111
p outlets and wattles. / \/ 1::
3.FiniaM1 clearing and grubbing any necessary areas on the lots as they ate started.VIII
5..Begin
for muvue witnd h
cons activities
activities. \ V t A �� �// 9 �����s.Be k wrtn noose
b.Fwian all roughIgrading S and house construction.All areas not disturbed for]days needs to have temporary or permanent \ N
Beun fine s vex installed \
]. tall drivewe,walks and patios. �� �� / / // .f(
B.Begrn fine grading of.areas \ \ 1 I I (/I// THIS PROJECT IS INAP LIC SUPPLY l"
9.Fival grassing,mulching aria stabilizing of lot.In most carry this will involve Me installation of sad on Me lot.The sin \ —` / 2 I I / / / I I / / WqT RSHED(WS-V)AND AL REQUIREMENTS
SITE , will min place until tar kris dried or grassingixxtabil stabilised key hold. \\ \ \ `/ I I / — / / ( REGARDING SENSI VEAREA /6�
10.The contractor shall conduct self-inspections of the erosionand sedimentation control me.ures and complete Mefollowivg - I I I / \ I I _
N
combined self-inspection form found on the DEMLR wd-res WATERSHEDS SHOULD BE FOLLOWED
' naps l/www.deg.nc.8ovlabonMdivisiens/enereY-mincrzl-and-land-resomces/nortnwater/smrmwarer-PmBmMnPdesconstmction-program. \ \ \ \ I ' lit -_ 1
401 recommendewelve mon.d
copybcomplete i in inspection formsbox.all Ref:kepi nsiteaI through
for inspection I5A It is \\ — I I I I I I � / �/ x
ELL OT FAROAD losga? dN copy be keptp b Ref G.S. 5.0uough G.S. J 5]S S NCAC 04A.0101 ` \
ROgL through 5 C CIM 050 General...NCO Sf C .M
II.S If f dam 1 b perform. I ven calendar days \ I I - \ J V�� `
' and 'M'2An fery - fig M .AY add P- shall b dimmediately � ` \\\ � •
/ •I I I / / �� �` I ' \
I dedm.A SC shall be maintainedspecified- - M- -p - \ I \ [/ \ \
"`� Ir g ion an II d h 1 f - ��\ \ \ \ \ .N'-,:__-
� I I I I I / �— \ \ I - -/ / �- 87 I IIII / /
12.Itmp df I I WhenM p I M p shall DEMLR M _
-'1 � .SC Plan.After DEMLR informs Me perminee of the projectclose out,via Inspection report,the pennlltcc shall visit T ''',?.-
,
"deg.ncBovMCG01"to submit en electronic Notice of tmnmation(e-NO'1).A$120 annual general permit fee will be \\ ` \ / I I \ // / I /
charged until the a-NOT has been filled out. I F
GROUND STABILIZATION1-1 \\ \` \ \ \ .. . \ 2RI. i
II III r \\\\ / \ \ Nl / ^ ��2�, _-VICINITY MAP SITE AREA STABILIZATION EXCEPTIONS —� • ` I ////�\\ • / °NN.T.S. 401 DESCRIPTION TIME FRAME `\\\\\ \ \- \ I I I I I \ \ / ' 86 ' / °z\
PERIMETER DIKES, 7 DAYS NONE �� ` / I I I ` \\ / / .....
/ • / m
SWALES, DITCHES \\\ \ v J / l �J is o I
&SLOPES (/ / \
HIGH QUALITY 7 DAYS NONE \I 1 \ \ \ -\ \—/ I I I I I I r \\\\ \/ ////I J l / Y
II I \mi°n
SLOPES(HOW)STEEPER 7 DAYS IF SLOPES ARE \ �• / I I I I I I (---NN----- ----- _-1-
�- \ / \ \ n`
THAN 3:1 10'OR LESS IN I
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY \ I I ��` �/ / / // / / / I I I I I I I � 85 I II \\iy \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 \ , F
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2 1, 14 I 1 \ \ \`\ \ - - I I( ( ( I I I I ._ , I I \ -
EROSION AND DAYS ARE 1\ \ j
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE i5A \ \� �—/ /t/\ �� /
ALLOWED
NCAC INITIALING
0131 DATING
EACH
....DOCUMENTATION PRACTI SHALL N ACCOMPLISHED BY \ \---'--
\ \ 1 1 fie / - F / I \
ROIVG AND DONING D SE MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR 1 \ \ \\�` • / I I I I I / I — �\ / I \ \ \
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER \
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN I \\ \�\\\ \ \\\ - - - - I I 1 \ \ \
I I \ G4, i I 4 \
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH \ I� Z I \
CONTROL PLAN." ALL OTHER AREAS 14 DAYS NONE(EXCEPT �\ \ \`\ • • • • • \ \ \ �syF, 83 84
WITH SLOPES FOR PERIMETERS \
•
FLATTER THAN 4:1 AND HOW ZONES) N \ - - - / I 1 11 ` 1 I I I I / / \\\ I \ \ \
\ \ \ \\\\\\\ �_ i �• -,I)
I /)
/ // / /I / 82 \ 11 _ IR 44. I 1 5 \ \
DATE: PAGE: 7\ \ \ \ \ \ / / / / / / -ENFORCED
FENCE
CED 4 ry
S t So rue / ry SILT FENCE New -J ,C, j
/w Silt 5 k/Wattle \ \ \\ \ ' / . . OUTLET ,.,w .._.,.
•
FL MI D m °for \ � \ \\ /\ �� �,_,_ \ Kirk Court
o1
_ \ �/ T� �Q\ � _Aµ J
�- 651: 11; _ R E IS,IN A BLI UPPL
) y
2 2 m compost l in. I ell -r. .�I ' '_LL, lv mlleform \ \ \� \ \ - �T XEGAR9INGSENSJi VEAFREA EN jcf y, \ s7 -)I :' �O \
and a minimum of 101..yond Me toe of aekes Stakes 11parallelAST FjED UCD 6 WATTLE \_ I „4y' 6 '\'
SECTION SECTION Pat areas should be treated atlm Walke ealaoello 73\ \ \ \ ,� / // /j JFRS S�SFiO BEF LLOWED p1 �j� '�•:� ENTRANCE TI /J' /nx�' /
land slightly \ \ . / / \. O I anbja„one \ i
RO ^�Y <0 s' prevent runoff horn
going one Lne one otme \/ / / \�.. \ CONSTRUCTION / /
ill iil 4. I I I I / CONSTRUCTI� \V / SILT LIMITS I11/1
ry� /
Trench socklwattle.SMkes Would be placed nesinamaximum i&rval.Met era eNe maximum
eumintench \ / /inch x 2 inch cross section should be ddyen ) \ . . / I/ LIMITS [FENCE I 80 \\\11 I // \
or Corn g ntl 4 Min xirnu4) kl/ vertically plumb,through the center.the silt
tm rote / / \ I \ \ / /
UNTRE Wood
Mulch
of log a 5. bowl. �en re )74 / / \ I o \j7L—\
7 J" ( / T
aDME aL D INSTALLATION �:m 1 75 , / $ / \T -/ / — /
sENANttlaa an used \ - / ,9, ry ' CD
.ass,.w�,°°.�,.m...�.,ar°..°m »s ....,»w,:. soa✓wanMwhold itks inpacea be used �9 runoff events. \\\ /�j
57
MAIN
«xINIRALnaWaA a s„IIncconcrete horal..ainfaatweaklYasaarcar — \ A / 78 79 \ / / 8— — —
20'UTILI E SEMENT \ / / / 0n'/ / -
Mulch or ° «M \ \ \ I \���\ i ) / — — — ^\1
---
for umrenmeas aTa Ba P:ago wws.°.br �'m, (twaol.am)(�.so.m)Alt) m) 2. ame mastce rePlaaeamae9see o, ��^qy.� / /\ I
Sheet Flows 8 PSillt Sock/Mt<�stnm(azl (°zt(z I tfe« ,..°so s If excessive,
\k, \ 2y, \m / \ \ \%-\' "(o / ��-1 \ / / Z� /\ /
caeca A,a wawa
(aoa'�7 aaa m> ( raj are tun measure. 0 � ti % Yf' \diameter
or insp ea. 20'UTI EASEME \
xtppualle au _qn a sT jrt yrt'�n yt n�a m%ft y %rut s shell be ma euntil lam f
°ca+ o+ �t izet can 4. larger
anmpamaneMaa,aa bmat _ _--- - \ r 1U ,s?4„ \ 9 ( /
'm b permanently stabilized. — — — — — — / Drive
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION - — `� /�Z� / — — — — — \ Gar r��j\ / /
L-- " -- _ 252 / 20' TILLSE 'NT /
ww
\ \ a/• • •m
I' `- /i� 2\ I �1r ---
DATE: ""6 7
�� , /—
PAGE: �254 /
\ /
23 22 21 /� / / zs2 — �zso� � � 4.0_ - - L
..A.. ..B" "G.. .D.. ..E.. ..F. .G., .H.. m ! 2� / /- 15�\ 14 1� 12
u u �"I ��c �� r� �q / \ 19 y 17 I /16 / / _ — — — _sx /
if R ll Na ll HOUSE �V nous \ J / ��
,r. L i I � �,� L_, L.%11 n l '.UJ 1 � .� \ J � / \ _ —/ -
zoo
•
258 (__ i
INLET
OF CURS ALAI
-oAnwnY r• •tP�Rbin wT ,•'�IFi / /— ��
/ �— _ 260� \ \
Notes:
L 1.If boundary
Tree Protection fencing should be installed along the buffer zone,wetland �— _ ..... . 5 -(
boh o trunk
nkd is around protected trees,providing a radius of at least 1.25 feet for each ,,.,_._______.7------ \/ - N I \
-----
LEGEND
bound Wnk lion around
rrn _ {\
2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown onTR S PROJECT IS IN A PUBLIC SUPPLY /
FLOW DIRECTION (— schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are �$8—WARE SHED(WS-IV)AND ALL REQUIREMENTS
contiguous and have dMerent land owners or builders,each lot should have individual SittFence 248 rGARBIN6SEPIS4TIVEA /
SILT FENCE OUTLET ® 3.Install required Silt Fence within 10 feet of property line to ensure there is no Co..with J�as_= 77ATERSHEDSSIiOILBE FOIE 256
ENTRANCE53
CONSTRUCTION ENEseptic system.It is the responsibility of the builder to ensure the installation M sediment \ // �— =— / ,269 —� \_ 2 �� 7-
CURB INLET centrolm ores does not impact the septic system and repair area(s). / / Y e �\ 256 / Di
d.Al least onesConsimclion Enhance/Exit is b be installed per 101. \ \ / / /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 dkches unless It can be shown that / /\ // \ \ \\ /
no other alternative exists.If this separation cannot be achieved these areas must be /
contend behind Sk Fence ---- -— - —
6 Inlets downstream of disturbances should be protected streets should be swept when
sediment from the construction activity is present. / /
.\NC-Env ronmenl0l Hoeg TDetails for Silt Fence Silt Fence Outlets Construction Entrances and other measures are -- -- \ /
provided on additional sneers.Erosion end sediment control details are not drawn to wale I , . 1 1 I / / /
------- TYPICAL LOT LAYOUT WITH CURB AND GUTTER (---
_....
DATE: PAGE' THIS PROJECT IS IN A PUBLIC SUPPLY
WATERSHED(WS-IV)AND ALL REQUIREMENTS
REGARDING SENSITIVE AREA PAGE 1 of 2
��� WATERSHEDS SHOULD BE FOLLOWED TOTAL DISTURBED ACREAGE: 0.90 ACRES
a / LOT EROSION CONTROL PLAN
ee 3 • MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOT 81
w,fr° KINGSBURY RIDGE
• S
General-AIL measures will be inspected and corrections made after runoff roductn rainfalls or at least once per 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
nay p P 9 P Y n Y Y
VV .�- relocated on the lot to insure that the potential for sad meMation 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.
\ . J'! J J:�. J., J s FOR
/ •ygjit ',S i 6.....'-4. 1 � 1 ._ 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 trap sediment and clean it out as necessary. Immediately remove all
� ,. � m X objectionable materialsspited,washed or tracked onto public roadways.
A&G RESIDENTIAL, L L C
• -sy..,;V-a -�;4, 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
/ $. .y- A'. 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.
_�A,_-; f;s,P CARVERS CREEK TOWNSHIP CUMBERLAND COUNTY
Sodding-The sod should be propedy 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:1LL=100' SEPTEMBER 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 SCALE
I.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 F. 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 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. loo - 50 o 00
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.Immediarely remove all objectionable materials spilled,washed or Wattles-Wadies 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. I 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 it.
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:9/17/2024 1:28 PM LAST PLOTTED:9/17/2024 2:18 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\A&G RESIDENTIAL The\24-2855-02 KINGSeURYRIDGE-EC\PLANS\niuuseURYEC-LOTa1.DWG