HomeMy WebLinkAboutNCC241648_Site Plan or Location Map_20240611 CONSTRUCTION SCHEDULE I I \ \ `- - \ \ \ `-
„coy 1.Obwin all necessary permits end plan approvals.Erosion and Sediment Control(E&SC)permit and a CerVfcate of Coverage SODDING \ 1
101111k
(C ,)mustbeo 27,Cefine anyland Mstmbingact onti,a occur.A�opyof MCE&SCpermit,the COCanda hem r,opyof Me
. plan munbe kep[Dn lion preferably inapamits box,end accessible during inspection. \� \ \ _�
2.Install grave construction enhances first,then silt fences,reinforced silt fence -�� NOT \ \ \ \M ,
rids and wattles. \\\
1.Finish clearing and grubbing any necessary areas on Me lots as they arc Hanoi
4.Begin lot grading and excavation activities M EEO \ \ _ J \ - I I 1
5.Begin or continue with house construction activities. FOP NMI.DOWN iNE
Sw ® 6.gFrwo aI V rough gradingand house corewetioa All areas not disturbed for]days dada to have temporary or permanent
M axosaxo Talxrnlxa vlcccs. \ - - I I I 1 /
• EDSRt BROPD o warn walks and Patios. _ \ \ /].Install drive \\
8.Begin fine Hrad'Hof lot areas M a \ "��
9.Final grassing,mulching arid stabilizing of lot In most cases this will involve me installation of sod on the la.The silt knee will M� ATexaD coaascnv. I I \ /�
mpkceuntilthelotssoadMmgmsSoTtisskbilixeasnd takeshold. 11J ` '�7 ��
9q�ON a 10.Th bided orcondun s)foundonthes EMIT we• b and udim®meon wnwl meazmes and complete the knowing I / / '
, SCORT18r /60,,y'SO> combinedself-inspectionf f d the b n w ij, - _ /
�m® hopsAww d 9 /b eJ gY 1 J I'd / / P gramModee construction Program. �,y_� / / \ \ \ ! / �/
Tw 1 hIt:.
pl p fh II be kep d lainit
spaall .Itis recommended e , / \VKOcopy bek p' b .Rf G.S.113 3. g G.S l 5]SSANCAC 04A.0101 MrougM1 ISA /NCAC 04B00IP NCG 010000• 3f C / / / -� 1 \ / /`d; SITE11.Sdf' p • d d' • I be pe 1erY en calendardaY%aria
q� omtanng o malnmin measmaea ���_�y/� ��y ,µµ /\� , W2'6 ® 12.at the ti ohanldfial eptme llanera• �WM1evdthe pr%ec[swmP„• dem,the yermmcesshallc contact DBMLR to out the B&SCd �OEE 4 r ^m !l INI u I � // / / // / / / / //at
ry5. ° Plan.After DEMLR informs Me permutes of the Project close out via inspection repml,the permutes shall visit TAc*Ta ASNeene=8ZZ / \
�y ' "degmcgovOIC001"to submit an electronic Notice of termination(e-NOT).A$120 annual general permit fee will be charged went THE SOIL Assooxesmesoo is cnwwca / / �_ /
)
G until the a-NOT has been filled out. Lao. waxtxar /` /// 77 /
aN�APPEARANCE OF GOOD SOD / / \ �\
'10 GROUND STABILIZATION / _ - / ��
SITE AREA STABILIZATION EXCEPTIONS an�aaaxain °' dii i / \ / / / / \\
VICINITY MAP DESCRIPTION TIME FRAME // / \ /
roaoaomaa,�m _ _
n,aa
N.T.S. PERIMETER DIKES, 7 DAYS NONE _ / RO IDS /
,a ae.xiaa.w�a,�aaaµnaa.,n m..cx aaAaaro,,
r-aPro,n,aea.
SW 8c SLOPESHES a-msaE sann.aaeeaaxatxaa. / �- 1 DITCH / % ( /
AV GROUND CO.
HIGH QUALITY 7 DAYS NONE / IN DITCH WHEREATZ / 7 DAY GROUND COVER \ i
WATER ZONES HAVE BEEN INSTALLED IN DITCH WHERE PIPES
(HOW) HAVE BEEN INSTALLED
SLOPES STEEPER 7 DAYS IF SLOPES ARE Pursuant to GS.f 13A(3),provisions for permanent ground cover
THAN 3:1 10'OR LESS IN sufficient to restrain erosion must be accomplished for all DRIVEWAY \ \ \ 1
LENGTH AND ARE disturbed areas within 14 working days or 60 calendar days / PIPE IN DITCH � \
NOT STEEPER W(whichever is Shorter)following completionwnsbuction. CONSTRUCTION ` / ROADSIDE
THIS PROJECT IS IN A PUBLIC SUPPLY THAN 2:1, 1a / 1 ENTRANCE IVDITCH \ I
WATERSHED(WS-III)AND ALL REQUIREMENTS DAYS ARE o / 7DAVGRO ND COVER DRIVEWAY r
ALLOWED General Erosion Control Notes co pD IN DITCH W RE PIPES PIPE IN DITCH �
N / HAVE BEEN IN /AI LED '�' \ \ 1 r
REGARDING SENSITIVE AREA SLOPES 3:1 OR 14 DAYS DAYS FOR Only the areas shown shall be disturbed. \ CONSTRUCTION 1 \ I
Y M d ENTRANCE �.j� i^ \
FLATTER SLOPES GREATER 2.Temporary ground stabilization is required within 7 days on ail m DRIVE WA
WATERSHEDS SHOULD BE FOLLOWED area3 PIPE IN DITCH % Q.
THAN 50'IN , / ' P
LENGTH 1 CONSTRUCTION � // / - • I \
ALL OTHER AREAS 14 DAYS NONE(EXCEPT ENTRANCE ��/ -''+� �9••. \
�� I \ \
WITH SLOPES FOR PEIMETERS ROADSIDE , \� I % I �442 I \
AND HOW ZONES) ` / FENCE \
FLATTER THAN 4:1 \ -1 DITCH / 1 ) \
.. % j°" SILT) ti // 1
DATE: PAGE: // ��Oaf / / ''. FENCE CONSTRLYlON
DATE. PAGE: % I a RODITADSIDE `. II ti LIMITS433_
Silt Sock/wattle Silt Sock/Wattle NOTE: 4� • SILT r
DSIDE
FLOW 8.7 FLO 31 MI Area tobe t. Omer materials providing equwaled pretecnon % - ' r7 jl 't
�� Are against velocities may be subetrdtee for A B C D E F G "H" // / FENCE L
III n 11� _ i- / �I 3 .,� /
tmin t % ' I
I GI uniformly r , 7 4 - / / //I / /
-....nil-StakestZ • 1( ff u ll e e / / \ ° WATTLE GI �. /
2 m x 2 F i sin i F\ / 422 WATTLE
S 11 1(and a minimum of 10 feet beyond the toe of a JL h`` T l/ IP r? 1N 9' % / % �; ■-Ikk
SECTION section )) I % / CONSTRUCTION �; 4 t .
flat areas should be 10Caled all.edge Of the it HOUS T fILI ��I JJL �HOUS� HO�US Gu HOUS HOUS HODS HOUS land distiMance.The ends of.e silt / / / �� a5 ° \ Si WATTLE y ` / /
sock/wattle
<O A.Mea. (O a•Maa. 11 ` cow Trw-ro--,7 t♦rsfi-I Jm- - �174-TifOfrrc--r-rn--eY<rn � � / / _\ 14 \
11 N p» q r! 11 / / / V fl �' REINFORCED.' \ \\ / / / / /
/ / WATTLE ILT FENCE \ �4.P /
/ / ET I
a_ inch x 2 inch cross aection Mid be driven EO �D Notes:Ineeded,Tree Protection fencingshould be installed along the buffer zone,wetland / '/ \ J s I •NSTRUCTION N
\ // / /
intervals 9 / l310 N -' " '' LIMITS /
0,8 feel boundary and/or around protected trees,providing a radius of at least 1.25 feet for each
manniurn interval of 4 feet or a
or Com g rid a Mm eanaocwanl placed mea FLOW lncn DIRECTION 'rich of trunk diameter. / / RE ORCED REMAINDER OF
\ / /
Tool/2 height of toga 5. maximum
whenSILT FENCE 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on / .....
SILT CE -ONSTRUCTION REMAINDER• N \a>d, �� /
urvTRErvc„ED INSTALLATION pavement)neav i L•T TO REMAIN / / /
schematic/diagram and field adjusted,if necessary,for placement at low points.nods are / OUTL T LIMITS UND RBED / /,a,a.=..,r.nnnm,.no,..a4n.,aaw.en.reeewi.eanew wrteree blocs anon be Benin the silt DITCH �TIrT� LOT3T0'FtEMAIN
sock/wattle w hold rain place during ninon even contiguous and have different land owners or builders,each lot should have individual Silt / �� •NDISTURBED
ISOMETRIC VIEW Fences. / / 406 REMAINDER OF \ \\ \\ \\ / / / / /
1.MAINTENANCE:
silt socplwanb at least weekly and after FENCE OUTLET ® 3.Instell required Silt Fence within 10 feet of property line to ensure there is nO COMlict with _ LOT4 TO REMAIN ( /
septic system.It is the responsibility Of Me builder to ensure the installation of aetliment / \ \ DNDI$Tl1RBED \ \ \ / /
SILT FEN
COMPOST SOCK INlnu ROW RATES ascurnuMed sediment a.any each inch or greater rainfall.Remove CONSTRUCTION ENTRANCE
NIUICII or Comp ailowfora` control measures down[impact lh septic system and repair area(s). ' / \ /
for Umrenenea So px p t (fin (7w a atfle must he repace°fogp r 4.At least One Construm'onEl Entrance/Exit is to be installed per lot. / -✓ /
�d e m a.ea ram) (coo.m)Alt,(coo.m) ram) adequate Hogged ae 5 Waste bins and other are dedicated for managing building materal waste shall be at / \\\i \
Shen Flan-� Area ro aeumarnorn t$Oev ce`betregacea wind a o least 50 feet away from storm drain inlets or drainage ditches unless It Can be shown that / / / / )
wmrAre.
fSV:ck/ Lens.(AR) 053Fm) (usrm) t fi00 rreeeit,650 s no other altemat ve exists.If this separation cannot be achieved,these areas must be / / / \ \ \ \ / / I
coot a (�cs^) (va m) fsoo m) contained behind Silt Fence / / \
HiHouyne sae ]jft grm�x rn-%x 2m%x .%x S' Sift 6.Inlets downstream of tl'sturbances shoultl be protectetl;streets should be swept when -�
nee (w (1/ Itw I2ar (3]4 4 dewMan^is compete nemndaa�ea Ana sediment from the construction activity is present / / $ _ ' \ \ \ \ / / / / / I
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION7.Detail�ro�sinFence,shilt 05 eomle s,cpnsw tipn Enhan es andpurermeasures are \
,/m/nil /m/m) /m/m) /m/m) /m/m) maaaure Mee"Pa an y
provided on additional sheets.Erosion and sediment control details are not drawn to S / / /
L �ncrc LE«EmTIttE 2c TE te'e2i20, scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES I / / / ` \
NOTE-DIVERSION DITCHES AND WATTLES WILL NOT BE UTILIZED IN ROADSIDE DITCHES 7/ / // '47 o \ \ \
DATE: I were Fenc Filter Fabric PAGE: / / \ \ \ / / /
IPwt f snenee haw mom wire
•se• a Max Extra a core Fence wiry eockfin trench / 3g� / THIS PROJECT IS IN A PUBL'FC SUPPLY \ �a� /
and Compact DATE: PAGE: // / / ATERSHED(WS-III)AND ALL REO EMENTSo- \ o /
3 t steel Post 42 mprengnq upalape \ REGARDING SENSITIVE AREA N \> /
a QV \ / / / / WATERSHEDS SHOULD BE FOLLOWED -� \ ` / / / /
Plastic or / (\tea �� ` rho trench Min 9�In Odaallio
`` ' _/ / \ / /
a.
4.
Filter Fabric / hJ �y�y�y�y�y�y�y� rap / / _` \ /bmrer of standard strength or sbenms meet filer fabrics. l iY�Y�Y�Y�Y�Y�Y�
e a vn rid wgneretwea CROSS SECTION iuYu'Thu'T�yT�u'T�u'T�u'T�u'T�u'yu'Du'Du�u ` ..--/ �./ / /
1, Construct.° merit extra 44
a
Y Y Y Y Y Y Y Y Y
2.Enmre that.0 egmdthe sedimentence does nit exceed 14 nenas above the mu
impoundmay structure)
volumes of emnemwcaataeareWthoetni �rs ,i,�,�,��.�,��, ,�,�,�4 r �� / / / / /
3.construct fl rebrcflomacmflnuoua ro cut wtne enlMdtne bernermaroldwms.wnenlo me are i i i i i i t-A i i i i i i i�i►
e filrer<om and with minimum ovenew Y srd ecurely over... Imo' Pi�y i�i'i i i i i�yi�i�i�i �/ � ` /
ham tic by wire aline p p f / � .I- _ _- iy iy iy iy iy iy iy iii..._ ))) r / / \ / / / /
4.Support
side of.e e Oren.. required repairs immediately. S Mn `S rr- 4�4 / \ /
bdc on
5.ucurel�lnw.e wire �neegroundeminlmumd 4" h mum of aped Suppo aba ddvan any
collapse,atearxdecompose,or become insflecttre,replace it promptly. A/ LLL.Ii'iii}y,!a �.- / ` / / / /
e p..Wire or pla.c sip ties should have a
w eu Extend �'S ry �. / /
th
mstentheefier fabric 'sr fabric with 6 foot post spacing does not shoutl uire a oe mnimum d 50 Pound tenrt fence. ses fence,Take rethenetraine fence during 3.Remove sediment deposits as necessary to provide adequate / - * &p' ��ri' _ \ \ / /
7.Excavvate the trench ppror may 4 manes wide and 8 Inches deep cog the proposed line of the pasts and avoidenLngeOuecepesau enog me1'47.11 �T / / / / / /
upelope from the bargee 4.Remove en cingw eedete antl unsnbld sediment deposits /
S. trench with soil
3e1 side and compact.
rids braze It rmecon....tog 1.Clear
1.Maintenance: / - - \ / / /
eperformance.dover the and pa.Trio e compaction backfill is drainage area has been properly stabilized. 1.Clearthe entrance and exit area of allvegetation,roots,and other objectionable 1.Per NCG-0,inspect at least once after each or \ \`
s and bring the area gran
can n Thorough cent an e n e n 7
10.Do not attach niterfefc to aetngtreea. material and properly grade it. greater rainfall: k y requiredrepairsdiately. �� / / / /
2 Place the gravel to the specificgrade ridimensions shown on the plans and 2Ma Maintain gravelthe pad iconditionprevent mud or sediment �� \� -- J / /
•
•
't from leaving theconstruction t Thisy require periodic ',--___--
smooth
..\NC Envr rrer lul Jpey 3 Provide drainage to carry war t sentient tap Or other suitable outlet Mpdressng with 2' hstone. / -
SILTFENCE 4 Use geotexflefabresnoM toimprove stabilmpfthefoundafpnnlocatons 3.Immediately all bjecoablematenalssplledwashedor i \ / /
sublet[to seepage or high water table tracked onto public roadways. / / \ / /
CONSTRUCTION ENTRANCE/EXIT \ \ - - - / /
DATE: PAGE: / r----- \
4MIN. THIS PROJECT IS IN A PUBLIC SUPPLY \ \( I - \ N PAGE 1 of 2
+ - - -
_ SILT/ WATERSHED(WS-III)AND ALL REQUIREMENTS TOTAL DISTURBED ACREAGE: 1.67 ACRES
' 1111111 I.I 1111 I 1 I.1I I 1 I I I I 1 REGARDING SENSITIVE AREA LOT EROSION CONTROL PLAN
I -- WATERSHEDS SHOULD BE FOLLOWED LOTS 2 4
„Ew3HEDSTZn:NIV MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION DAVID WALSH
s General-All measures will be inspected and corrections made after runoff producing falls,or at least onceweek minimum.The builder will insure that the construction activities on anyparticular lot do not adverselyaffect anyof the installed erosion control measures.If lot construction dictates,measures will be p pro gran per PaaMINOR SUBDIVISION
VVIRE FENCE ................... 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. FOR
HARDWARE CLOTHFRONT VIEW FOR
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 SUPERIOR HOMES OF
FILTER objectionable materials spilled,washed,or tracked onto public roadways.
ABSHED sroNESTEEL FENCE
INTO PARTMI urgoAX� CLOTH IN TRENCH Silt Fence-Sediment fences should be inspected at least onceaweek 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 THE SA N D H I L L S, L L C
z3r� SnBR OS NOTES: yrPoAPs"RT MI"' AND HARDWARE 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. CARTHAGE TOWNSHIP MOORS COUNTY
1.Hardware cloth and gravel shouts overlay the silt fence at least 12
inches.
Sodding-The sod should be property maintained to insure that the Lass take holds in the areas Bain secured.The sod should be watered as necessary to maintain adequate moisture in the root zone and Levant dormant of the sod.The sod should not be mowed to close since this could inhibit adequate growth ALE: 1"-1 MAY 2 24
y�oo $ 2.Stone outlets should be placed on low elevation areas of silt fence r p Y 9 9 rY 9 p Y q 9 SC OO O
and based on field conditions. 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
MAINTENANCE:
BURT WIRE FENCE AND B RV 6.OF UPPER E.E oft Per NCG-01,...Of outlet at lest once aweek and after each,Inch or 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 1. -
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event Complete any required repairs immediately. 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. • ,�
2.Freshen stone when sediment accumulation exceeds 6 inches.
3.Keep mesh free of debris to provide adequate now. 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
SECTION.. 4.Remove sediment Bede half of stone outlet to covered. sediment shall be deposited within the project in such a way that the sediment is not subject to erosion b wind or water. ( IN FEET )
..\NC-Envtr tot.)bey 5.Replace stone as Beetled to facilitate de-watering. P P 1 Y 1 Y
e" L inch = 100 ft.
,..,:-.;. SILT FENCE OUTLET 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 MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized.
PHONE(910)484-5191 FAX(910)484-0388 LICENSE SF-0106
LAST SAVED:4/30/2024 12:00 PM LAST PLOTTED:4/30/2024 1:34 PM PLOTTED BY.Dennis Gilbert nun0000:G\STPFF\DENNIS\DENNIS WORK FILES\PROJECTS\EC NEW PROJECT\EC-DAVIDWALSHMINSUBD\DAVIDWALSHEC-LOTS2-4.DWG