NCC232435_Site Plan or Location Map_20230816

4" CONSTRUCTION SCHEDULE i
� , . �'� 1. Obtain all necessary permits and plan approvals.Erosion and Sediment Contra) /,Np� (B&S.)permit and a C'Beate aP Coverage(COC)must be obtained before any land disturbing activities // J\-
.Awpy oP the E&SC permit,the COC ands M1ard copy of,M1e plan mnet be kept ov site,prafisably iva �j/ ��lnstallgravelts box,ndacutionentranc inspe,thenon. J/ / ,11.
1�_ ..✓Osp 2 Finial)gm 1 non eg any ne esst,tam asonthesl re as the a re fnca oudeta and wanles. / I / \Y�t NMs 3 Fm h 1 g dgmbbmg any necessary areas on the lots as[M1ey are started �_ _�_ C ` ��D L //11 \Y 0 RonO sR apa> 4. Be8 I grad 8 d t t"sI / / --� 9i� \� OI�5. Be8 f Thn tru t activities / / -,�/ i - ` -.�� I�le 6 Fm h 11 gh grad'g d h ction //
q1�. ]. install dri Y Ills and patios. /' // �- t. �..- °_ �19 =�
HARNETT 9. Begin
Bfine
grad of lot areas --Ning
mulching d stabilizing of lot.Inmost case b ill' I he installation of sod On the lot _ /� / -1 _ ����_� ��'- - __ _
S5 pm COUNTY h '1 f u place atssmaaaargrassing'stabilized anamkesnma. - i / m_ _ t�� ��
pewoFO 10. The hector.hall cod II- pe tons of the erosion d sedimentation control measures and complete �� / �� / ' ygg,VR\--_ =- -�z--
the following combined self-inspection form found n the DEMLR website / � � �`�_� �_ \
,M1� � hops//fiIles.nc.gov/ncdeq/Ener¢v%20Mmeral%20and%20Land%20Resources/StonnweterMPDES%20 �� / _ ....../..
•��"'� �. ��p�� \� � ` �� � \ � \
General%20PermiLs/DEMLR-CSW-Monitodn-Fom,s-Rev-Au st-8-2019.df.Twelve months of complete
_
w SITE inspection pforms shall be kept onsite and available for inspection at NaIItimea It is recommendedNacopy be �� '',, '''' � -- - = - ��=_ e
VOW'„kp E 401 kept m a permits box.(GS 113A-54.1(e),ISA NCAC 04B.0131,NCG01 Pan Ili Sections A and A) ' / / /y- -100� y (-�\ >0 - == \ JO ��'
V1(M1E `vD _ I Il. Self-insPectious for end sedime trolm to be Performed a[lea every seven / -�/y/ •r ".:".. ./�.. /...:::. ... l� 0_. \
Beg m eroet2n emtiai rem easatea are at anre _ -.. ft ":"-...::..... ....1
�
UM D( • calendar days and wirmai,i me of every design.All
ESC meal l inch.shall b y meted repass specified
�j � -_�:y���./ °0� 1b0.. ///� �,90-YR' m0 \ �\\
CUM UN`` O made immediately o main in measures as a sig d.All ESC measures small be maintained as sp ified in . •,. �. . "$." ..' �I ��0 - s\
eon,
we
COthe contraction details on thin Ian.A rain shall be installed at far monitoring. r �_ o- \ �C
p�
�H
0 Bathe project
12. Inspection t and final acceptance letters.When the project is complete,the project
close
contact DEMLA to
`c"• e1tBSRogp closeouttneE&SCPIen.Afler DEMLR informstheperminee of the project close out,via inspection report -� •1.. :�. .. ��. \�\
sR,f]Oa the permihee shall visit"deq.ncJSovMCG01"to submit an electronic Notice of termination(e-NOT).A EI W " '�`' p° ' " """""""-`� 61/ 100-R
annual 1 see will be charged the a-NOT has been filled out. • .•�•-'�-:• _ :"'' ...... �.....: , .- 7 \
8
w n general panne merge Imo .. ./.-�.:. .............. .. ..... .:::...::::.. .:::�.:::,- o_yR i �,� \
" �"/"... .".":"."."..".".".".".... yam"/Pi GROUND STABILIZATION off . " ...".".".".. �.......... ."."."" .......... � ... -
a, / o
401 m (1-------------'°
SITE AREA STABILIZATION - ' . p°.7:< ......aroQ' :.::.::.::.: 7� : :::::.: :`........':':'.':':'.':':'.::'.':'. :•:•:: ^ -. .._�.. 10 \ \ \\� \\�
EXCEPTIONS i / ....... 1.� y- \\ \
VICINITY MAP DESCRIPTION TIME FRAME /\ r vETUNDs G� feet I
(N.T.S.) PERIMETER DIKES, 7 DAYS NONE l •
...... .......................'.'.'.'.'.'.'." .................'.... / -
SWALES. DITCHES .. j'.. j......... .... ...o ". . ..... .................
&SLOPES �o _ cP�.-. A,' ....... -r-.4o.-.yrF�.?.......> ""'!""""-""""":":3+�� " "��."":......... -1. i_
HIGH QUALITY 7 DAYS NONE '�...._...":. ":. ":. ".'�.............. ... / /
.)22, ,,,,..\\
WATER ZONES -.t ...".la; "."":......."."...//."-".r. - -� \ \
(HQW) „C fi.........,'_1; ..........f-...... /
57
SLOPES STEEPER 7 DAYS IF SLOPES ARE •i. ".:-�Do=Yfrf��!y."`.".".".-."."."."::.: .:...... 59 58 \
THAN 3:1 10'OR LESS IN2 CQ ..:�/ CA2 61 \_ oL/�\ 56 411P-*
1 �
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY \ �� ` -2
NCGS 113A-54.1`IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE J
COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER /' / r�� ` 00_yR-/ \\\AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 /I ..� - / \` \ \`
EROSION AND DAYS ARE / r/- ` (y.SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED - - -- / `Qe I' -� \ aa�NCAC 046.0131 STATES h1AT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY SLOPES 3:1 OR 14 DAYS 7 DAYS FOR 3 /INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
'. ..."."." 46 47 48APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER B) 45 49 -
PRAI TIENO SDEVI E SN IWN ONTTH THAT E OSIOS EACH MDIMENT TH AN 5T'IN .:,:� / SD / /PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION ii2� """"""""'CONTROL PLAN." LE(EXH .':':'.':':':':'�'''-'1/ CAY I -1? �\
ALL OTHER AREAS 14 DAYS NONE(EXCEPT
,jam// / /
WITH SLOPES FOR PERIMETERS "" YdERfW
FLATTER THAN 4:1 AND HQW ZONES) l- Vega Lane Vega Lane - / , / / ��'
/ •. / a Lane 1 - - . - ,z4� /
Vag /
DATE: PAGE: ... ...... --1 N - -` . r�
Sin Soak/wattle Sat Sock/Wattle N ii:
........ f\ :. \ D� 126 4342 40 39� -38 ,- C� - - i// .:::::'.:::::.::: :WETI?T.14 .� 41 �� / ` ��. ...........2. Fill silt sock/wate netting uniformly will
.. � .��....r,..... y
12.Min.II
he re
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SECTION Shakes ndamrimumol feetbeyonatheteeofa -�� �-- , l J )
SECTION
9redadalap.6iltsoe a".lalbra�d6.bw -
Pat oambel�aedat.e eeof. -•...•.- - _
land
lt
Ro ac--
nl(a:should lmmaa the
upslope to ...::yi.`-: r_.:._� Lot Plan
Ins, 40 a'""'" runoff 9 and the end a,a : ::":":":::":"::: 26 27 32 33 34 ro
silt /2� O 29 / /30�31 35 /
I -W T G / //
V - - REINFORCED /maximum interval of 4 feet or a I'II
sttses at a _ SILT FENCE di
/of 3 feet if e sin socnA.nnle placed In a 4lncn -- -� J / 16fr(
«Corn 9 naa Min. Lot Plan
should he
6 6 ele�jle.a 2 JJ Wood
1 2 hei height of la , l
9 9a /
C�TION ONSTRUCTION /
��E�� /I J
1
Pavement/�:�•interval25 Collier Gate Street
I
urvTRencHED INSTALLATION ENTRANCE ENTRANCE
JJ
concrete blocks bold�ge��ig�.�rca'wma � ���i
ISOMETRIC VIEW s MAINTENANCE:
L3 Il/ (//t. Inapec,eEnsocu/wanle at least waekb ana aner ''' CA1 \ REINFORCED 17 ((,
/ \ \
each I Inch or greater rainfall.Serowe '-',"-',',',',','-',',',',','-',',',',','-',',',',','-',',',' E E R SILT FENCECONSTRUCTION \ \
OUTLET
mulch or Own, COMPOST an xnAL FLOW RATES nm as ��needed 33 allow for adequate flow. %` LIMITS C /\\
to umrencneas rbectm Peagnwuneter ( Ts(I.cm)(',aso.m)(coo.m) N 2 aura ee re9ace9t9o99a9or .. � .. q2,, 41WATTLE WATTLE ,2 8 \ \ \ \\
_ 4 �- CONSTRUCTION
-I
,n ax ,ea m zzs m sec regasur vdm a WET.LANDS LIMITS 20 O \
PreSllto Sock/u aum(aope 60o reej Jso Feet .............. ZZ \�.
wakv,e f*airs (sus 1 (i°") ('>oo) , o;;ai,dsbWaas ..,� :^`" ;:'' ' �" - �.. 2q 23
o.lm 4. Reinstall if kdamaged or asbdged.measure.
!" 12g� SI FENCE SILT FENCE \
x�ppuuu.a°i.. J t 1 22' x s shell inspecteduntil lam �•�: �.......- 10 �� \
M s," VI" sIV n n 7.1 been -.-.-2--- mPl TY 1�8 T26
pea, o+ �t iz r3hasrmanent/stabilized.....F.......". � �- �� - - 30 \�
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION �- _ �� _ � = _ -_�� =� 30 1-
, J
DATE: PAGE: �� // /�EA� -` = �- � �� �� �_
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.77INLE�GEof"" . ` / / vNotes:
1.If needed,Tree Protection fencing shoultl be installed along the buffer zone,wetland /boundary and/or around protected trees,providing a radius of at least 1,25 feet for each / / // / ./ ),,,,,,)
\ / / / t
LEGEND inch of trunk diameter. \ 1 ' / // / (e\\
SILT FENCE --- 2.scheInstall Silt Fence m the low elevation sides a each lot Install Silt Fence outlets shown re ) / /I \\ I / /\FLOW N scntiguo s and ha and fee adustew k necessary,for placement at low points.If lots are / / / \ / / /contiguous antl have dMerent land owners or builders,each lot should have indivitlual Sitt l (` (II/ 11 /) I SILT FENCE OUTLET ® 3.Instalseptilrequired Silt Fence within lUfeethe property ensu ensure retheistall isnof sedimenth1 \ / I , \
CONSTRUCTION ENTRAElmNCE septic system.eis the responsibility impact
of the builder to and repair instal). of sediment / ` \\ I / / � /fl/ \
CURB INLET control measures does not impact the septic system and repair area(sI. I// C / rCI ( r I I
d.Al least one Construction Entrance/Exit is b be installed per lot --.'-''/ \ \ / I f ) 01,1
\5.Waste bins and other areas tledicated for managing building material waste shall be at \ \ \ \ \ / `/\ /I//
least 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 /
rimmed behindce,Fence. \ \ \ \ \ ♦ ` \ \ \ /// /
6.Inlets downstream of disturbances should be protected,streets should be swept when \ 1 1 \1 /////
sediment from the construction activity is present fTh
) ` 1 //
..\NC-Environmenlal.jpeq T.Details for Silt Fence,Silt Fence Outlets,ConstrucLAYOUT
Entrances GUTTnd ER
other measures are \ / \ \ \ \ \ \ t \ I I ` / \ J / �/ ///�//// s I// ��
provided on additional sheets.Erosion and sediment control details are not drawn to scale. I l 1 /
------------- TYPICAL LOT LAYOUT WITH CURB AND GUTTER
DATE: PAGE:
z PAGE of
\ . ° MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION TOTAL DISTURBED ACREAGE: 2.20 ACRES
Qo) ,4y�yy{ LOT EROSION CONTROL PLAN
� General-All measures will be inspected and corrections made after runoff producing rainfalls or at least once a 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
p p g p rany y y LOTS 15, 16, 21 & 22
.O�♦o' /•'Y•''-16-''-16, 5p Mw•o, 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 in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover.
'~~~~~~~ �t COLLIER GATE
/�yy+y+y+y+y+y+y y+y+y'ti�. �°uaa Gravel Construction Entrance-The gravel pad should remain in a condition to prevent mud or sediment from leaving the constmction 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
/-...- - - - - - - - - - -�-.vy, objectionable materials spilled,washed,or tracked onto public roadways.
�' _ ~Y�� �������ti 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.An sediment deposits that build u against the fence should be removed and disposed of/ _ Mn p y. y p p g p properly to insure ESTATES
�y" 1�Y•''i�''ii''i•'77'"i���•''��-. 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.
ii'ii i i•'ii i•'i•i� FOR
�+�' :`,=i1i1i1i:'i 'w\gc 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
/ - zc, ? a^44x` 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. A&G RESIDENTIAL, L L C
-•• 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 CARVERS CREEK TOWNSHIP CU MB E RLAN D COUNTY
Construction: Maintenance: 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.
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 SCALE:1"=120' AUGUST 2023
material and properly grade k. greater rainfall;make any required repairs immediately. 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 GRAPHIC SC ALE
2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.from
the gravel pad in a condition to prevent mud or sediment sediment shall be deposited within the project in such a waythat the sediment is not subject to erosion by wind or water.
smooth It. from leaving the construction site.This may require periodic p p t j y 120 0 60 120 240 480
3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone, 11
4.Use geotextile fabrics in order to improve stability of the foundation in locators 3.Immediately remove all objectionable materials spilled,washed or 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
subject to seepage or high water table. tracked onto public roadways, fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized, ( IN FEET )
m lC 0 fit
CONSTRUCTION ENTRANCE/EXIT
MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE HF-0106
LAST SAVED:7/31/2023 3:29 PM LAST PLOTTED:7/31/2023 4:52 PM PLOTTED ST:Dennis Gilbert ninvvcr:G\CURRENT JOBS\A&G RESIDENTIAL LLC\23-2555-10 COLLIER GATE-EC\PLANS\COLLIER GATE EC-CATS 15.16.21&220WG