NCC241464_Site Plan or Location Map_20240515

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CONSTRUCTION SCHEDULE I
I.Obtain all necessary permits and plan approvals.Erasion and Sediment Conuol(E&SC)permit and a Certificate of Coverage
S' �,,, (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 epermils box,and accessible during inspection. \� \ `\ \ I I/ \ \\ / / / /�l/ 1 l/ / / /
?�� -r 2.hump gavel corislmctien ennancas first,lhvn silt knees,ra�nfr�ced ailtf ca � \ \ I I \ � / / / / /
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p ortleta and wattles. --1-------------.
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3.Fin i„eclearing and grbbing any neessary areas on the lots as they are sinned.
4.Begin for muvue witohousetcons cti'onn activities. A \ �� / /
/ / ����� / /s.Begin with novae
6.Finish all rough grading and house commwtion.All areas not disturbed for 7 days needs to have temporary or Rem anent N
gromdcover...led
7. mllddvwe driv and eways, stabilizing
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B.Begin fine ending of.area \ \ ) I I j____
(/I// THIS PROJECT IS INAP LIC SUPPLY
9.Final grassing,mulching aria xmbilaing of lot.In moil carry Ibis will involve the installation of sad on me lot.The silt \ _` / J I I \ / / / I I / / WqT RSHED(WS-IV)AND AL REQUIREMENTS
SITE , ell min Mace until lot is dried or grossingixxtabil stabilisedtakes Hole. \ \/ I I - / I ( ( REGARDING SENSI VE AREA
10.The contractor shell conduct self-inspections of the erosionend sedimentation control messures and complete the following - / I tr.
wmbinede.goinabouddnform found-min DEMLRwebsite WATERSHEDS SHOULD BE FOLLOWED
' M1ttps I/www.deq.nc.govinborMdivisiens/energy-mincrzl-and-land-resources/normwater/smrmwarer-pmgreMnpdesconstmction-progn \ \ , ' IrPill 1
401 Twelve mo h of complete inspection formsshallbe kept on aik davailable for inspection at all times.It is m.�\ \ I I I I / \ / /X ri�I�r.l
ELLIOT FA RO. ,OSq&?,QOq recommended a copy be kept m a Permits box.Ref G.S.13A-54.I through GS.II3A-57 Sections I5A NCAC 049.0101 \ \ /1 .r
II.Self-inspectionstelBM1 5 `C04 OS0d�General COI are to be perform. I every seven calendar days ...........
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measures d N tlehg edrA SC every rain ever.fhllb N inch.as AYpe neededrepairsshall be M immediatelym Aren'n ` \\\ \• J I I I I I I/ \/ �- �`\ I - -� jI o O \
at the pm.site for monitoring.
12.Inspection gauge (land final a be cceptance letters Wh theP 'um I theP «teatshall DEMLR out the \ `\\ \ .�• - - /y/ I I I I I I I I I \ l _111 \ � 87 I ' II', / /
E&SC Plan After DEMLR informs Me perm f M1 t p the permit shall visit �may/
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w "deq nc govMCG01'to submit en electronic N f termination(NO'1)A$120 annualg al perm f will be -\ \ / �
charged wul the a NOT has been filled out. F
GROUND STABILIZATION \\ \` \ \ \ . . \ 2II I I I I (r(?;---N
\ \ \ "r / / ^� \�2 .VICINITY MAP SITE AREA STABILIZATIONEXCEPTIONS -� J \ I / / °N
N.T.S. 401 DESCRIPTION TIME FRAME )\\\\\ \ I I I I I \ \ \ - / ' 86 ' / °z\
PERIMETER DIKES, 7 DAYS NONE ` / I I I ` \ / / / ` / / ceSWALES, DITCHES \\\ \ "............/ J / ))/z
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&SLOES (/ / yHIGH QUALITY 7 DAYS NONE 1 \ \ \ -� \-/ / I I 1 I I I I r \\\\ \ / J / / / / 12 \\ �\WATER ZONES `\ \\ / II \ \ `� I I / I \m'�,SLOPES 0 TEEPER 7 DAYS IF SLOPES ARE �• I I I I I \ \ I \ m
e.
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 \��� 85 I I I 1 •
\\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 \\ � - / / / / / IIII L / I I \ , FAN ALTERNATIVE IS TO MAKE NOTAlI0N5 ON THE COPY OF THE APPROVED THAN 21, 14 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 15A \ \� �-/ . /t/\ .� /
ALLOWED
NCAC 046.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY \ \ \ 1 \ ,. / \ F / I \
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR 1 \ \\�` I I I I 1 ) I „ Rq\ / \ \ \ \
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER \
DATING AND SIGNING AN INSPECTION REPORT THAT LOTS EACH MEASURE, THAN 50'IN I \\ \� \\ \ \\\ I I \ \ \ \
I I \ OF 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.
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��AVN � \\\A\\V �_ i /. � ��� )) / 82 \/ � � �_ I� Q� �I \ 5 • \
DATE: PAGE: 7\ \ \ \ \ / \ / // ) / --/ ,Ci `v )
Silt Sark/Wattle Silt Sock/Wattle N \ \ \ \ \\ \ \ ' / New
3. FLq an /\
MI
_ wkerar \ \ \ �� \ \ / �/� /��� j Kirk Court I J
n'I Stokes Stakes 11' N parallel to
werMeN
/(/ \ \\ \ \ \ I� \ \` ,� I/ / /// / // 7 / \ \�\ REINFORCED �1'6 /0 R`OO
0) y
SECTION SECTION arillee edge of kern ( 73 \ ` / / �r/ / // // j/% ( y"--- \ SILT
10UTLETB /aq'"CONSTRUCTIONPat areas should be located /ry-' /
p • <p a g enema upslope eatme silt
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\ 81\ ILIMITSland disturbance.T.ends / /
^'ems ¢'^^H' ulefs)uq T I II.= WATTLE
) ) i
inch x 2 inch cross section should be diiven
Trench neaiaanw.al era
maximum
/ �\ \ �LT " /ii.1 iil x Oak or other durable hardwood stakes willi a 2
/ /-_______I FENCE
4/ W vertically plumb,through the center.the silt
madman interval -I
Dam a grid 4 Nm 0.
_ / / / ( \\ \socklwage.Stakes Mold he placed al a
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To 1/2 INS ALLAf a mg t a. n pp.:mle lie.he.,. /74 I(`/ 71/� \ I o -IZE�S,T�. - 7 / / � V / d
IsouETaIC OI INSTALLATION re: o" ------....-reav,..emw scan anNwconcrete nomn negaeea reru used behind Nmrcevema. 75 , \ "( \ / �T /- - / / / EN=RANC_TIO-DNS UCTION
NANCE:
COMPOST nnL FLOW RATES 1. Speer each 1 silt soculwanlch or maneasl waekly ns as
after - -\ \\\\\ m _ O 78 / / 79 / / 2� $=1MIT5 ' / C
Mulch or ampoat n.a SOCK wI tuoo tu needed to allow.adeou.flow 20'UTILI E SEMENT \- / /
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for umrencnea Socks
Promnea peagn waneetexer gym) s(wo.cm)(',eso.m)(Coo.m) m) 2. aura mull ire repmceartaeBBee or �� \ / / /� - - - - _/ /
rainfall.Rernove
Silt lark/wI<.stn"'IaRi i°aa`mi i��a`mi a. xecae raga Ida asp, ��.sill \ / \ \ \ "C'F \ - - / - - - / / /\ \ /\sneetRWecy $�watue (bs ) (Z ) (woo ) e orsaircerem measure. \ \ / / �20'UTIL YEASEME / Z� ICa
\ /rx�ppuulma� Reinstall ir mamaeea ar a'uwaeea. \�
Me g77n en.in s'm�a man n 2/4 ti' nom�e.shall a me � �� Tn�7L� �'tdp.
per, m (I (2 re 4 a n Iran rmerenar smel'iza - - lulu Drive �jr
/m/m) /m/m) /m/m) /m/m> i/m/m) \ - _ 9
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION \ - /�Z� / - - - - \ O / /L_- r CONSTRUCTION 252 1 20' TILITY HE NTa "
LIMITS 1 \ `•\ \ I� f ,v,�, �• _
l nc ' fir ���@z
/ WATTLE•~ CONSTRUCTION CONSTRUCTION \ \ \ e'r ---
DATE: ft /l
PAGE: 254 / REINFORCED ENTRANCE \SILT ENrRANCE
� -/ ,SILT FENCE (0 /
CONSTRUCTION \ / FENCE
_ ']•1 TLET :, / CONSTRUCTION \- 260
23 22 21 LIMITS I / SILT z6; L1114TS �� \ �� 2r_
4
gam•A" "B "C" D" "E" ••F "G• H•• W Lot Plan Lot" Plan/ 2� / /•IFELNCE 1� �� 12 /
I- r� ✓! b ah q ��B„&„H„ B„p,ylrrr 19 �/ I I 16 / _CONSTRUCTION /
iP if ll ll I '� �` �' I °'a Y \ 17 LIMITS s2
7. 1 U CONSTRU ION _
1( ll q p G q T Jf ✓� $' p / LIMIT WATTLE 25� ` - _ /
if 11 ll Ha S sr HOUSE r HOUS 2, cDVSTRUCTO/)I -
�� I I L �_ _ \ �� 18 LIMITS / '!p \ -: - -
ii
INLET cE OF CURB 4is -oApwAv r. •;P�RSr. u,a '�IFia 7-58 �- `o' ' All'-t'I'
„tutu. Yy -� 258 6p /
717.3 / /-- \ 260 REINFORCED �/
Note: / '- SILT FENCE
1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland _ ` 5 / -OUTLETbouLEGEND ndary and/or of trunk
nkd is around protected trees,providing a radius of at least 1.25 feet for each ,,.,_._______.7------ �/ - N
2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown onS PROJECT IS IN A PUBLIC SUPPLY /
FLOW DIRECTION @ schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are s_W E•SHED(WS-IV)AND ALL REQUIREMENTS
contiguous and have dMerent land owners or builders,each lot should have individual Silt 248 -�qr ,y pSILT PENCE -s-s-
- GARBIN6SEPIS4TIVEA
SILT FENCE OUTLET ® 3.Install required Silt Fence within to feet of property line to ensure there is no contilct with - -7VAT'ERSHEDSSfiOLLBE FO_E 256
ENTRANCE Am
consTRucTION septic system.It is the responsibility of the builder to ensure the inslallatiOn IN sediment \ ////// �� / ,269 -- \_ 2�� �5 / / //
CURB INLET = control m ures does not impact the septic system and repair eree(s). / i / Y \ 256 \ E
d.Al least ioneand other Entrance/Exit is be installed per lot \ \ / / / I I
5.Waste bins and other areas dedicated for managing building material waste shall be at \ / \ / III`T/IfI.
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 / /
cents sect behind Sk Fence ---- -- - -
6 Inlets downstream of disturbances should be protected streets should be swept when
sediment from the construction activity is present / /
.\NC-Envronmenlel Hoeg T Details 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 scale 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: 3.11 ACRES
a / LOT EROSION CONTROL PLAN
gee , 3 �. MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOTS 7, 13, 16, 21 & 22
a.,f, KINGSBURY RIDGE
• S
General-AII 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
n.a p P 9 P Y n Y Y
t�.�- relocated on the lot to insure that the potential for sad mastodon 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 JJ J:�. J., J N. FOR
/ •ygj¢_iab',S i 6.....a� 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
•4 aAr4r;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- ,,4`. 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�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 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 Sr
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 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. - 5�0 o p
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-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 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] FAX[phone] LICENSE#F-0106
UST SAVED:3/ve/2024 3:52 PM LAST PLOTTED:3/An/2024 3:57 PM PLOTTED BY.Darns Gilbert FILENAME:G\CURRENT JOBS\A&u RESIDENTIAL LLC\24-vsns-02 NINOSBURTRIEcE-EC\PIANS\nvuStunvno=LOTS7.13.16.21&22055