HomeMy WebLinkAboutNCC240768_Site Plan or Location Map_20240318 i
CONSTRUCTION SCHEDULEnecessary \ /
I.Obtain all necessary pewits end plan approvals.Erosion and Sediment Comrol(E&6C)permit and a Certificate of Coverage /(CAC)must be obtained before any land disturbing activities occur.A copy of the EMSC permit,the COC and a bard copy of the
/ plan must be kept an site,preferably in eparminbox,end accessible during inspection. / / 7 \
2.Install gravel construction enhances first,then silt fences,ieinfor dsilt fence
outlets .././i
and wattles. SODDING / _
3.Finish clearing and gnrbbing any necessary areas on the lots as they are started. /
#0 4.Begin lotgtling and excavation activities \ / //
Q �,bn,S 5.Begin continuo with house conshmtionactivities. /(//\\///y/ / IJUF,
n / 6.Finish all rough gradin8 and house conahucdan.All arced not diamrbrA for J days node m have temporary ar permanent 1
J gsemndcover installed. M \
11 driveways,walks and patios. EEOTOM SSARIJNG ROAD 8.Begin fine grading of lot areas \
R-2220 i 9.Fiwl grassing,mulching and stabilizing of lot In most cases this will involve the installation of sod an Ne lot.The silt kw<will sxoseao=tlr FIecas7
remain in place until the lot is sodded or grassing is stabilized and take hold. M�� \ \ /10.Toll nett hsa,Il conduct se insp ItsofNeemsionaud sedimentation control measures and complete Me following `1�� combined self-inspection fofound antheOEMLRwebsiteIMAM B - -
hrrps:/Iwww.deq.n<.Buv/aboubdivisions/energy-minerat-anJ-IanJ-rcwurcalxrutmwater/stonnwarer-progmMnPJ<s-cunstru<rron-Program. C1111.MUST.
m�MPTIC SOD , ail
Twelve months of complete p forms shen be kept on site d available f 5ANCnat.truce through recommendeda coexam
ED
SAND MILL ROAD ,),„A
SM TH ROAD copy be kends sperm box.Ref:inspection
hall through G.B.Ind SJ8 Isp NCAC alltmes.It is ISA rip
/// 1
SR-2238 SITE SR-223J7 nA NCAC 04EUSIMGeneral e NCG010000 Nn.lme for Cons ` I \ / -
11.61f f d d' I be performed tleaz[once every sevencalendar de end '� �' 41//////4(\ y
wit..h f cry fgr N 1' h Any needed Pal shall be made immediately to i / /
designed.All SC shall b ed P 'f d h d 'Is on this plan Arvn gag shall be installed
77
at the project site for monitoring.
CypW cif ,�SANDRHILL380AD 12.IPI R<DEMUR nf�the .WhenoftM1 I complete,.e project is h 'ion report,Me P<tmDiare shall closedr MSC \ • •• //\isit \ / ,
223 S q04 I "deg.at B./N.01 m submit an electron Notice of termination(<NOT)A$120 annual general permit fee will be charged �, Ill / \ Afff /
0 until Meo-NOT has been filled out
oT° al'�+IIP Ai ' duff, 1 IIIIIII / /
a 1 �� yip • _ / A
0,IPy M1MOW WHEN'NE SOD 15
' GROUND STABILIZATION v,ttogrwnHTHaaoIL T^� THEsopls MoWW �� Flat' eL
off Ia abe
SITE AREA STABILIZATION APPEARANCE OF GOOD SOD 0
VICINITY MAP y SITE
TIME FRAME EXCEPTIONS /_/TL _7_ e� aY1
N.T.S. PERIMETER DIKES, 7 DAYS NONE a seam. 0e �/ / ,Qr�tVn I 1111111111
SWALES, DITCHES -\ / ' 0 \
&SLOPES ' ' \ <
-iff3
HIGH QUALITY 7 DAYS NONE nar.,n --
WATER
RQZONES -ar.°�,,,aaen.n.. / / \ 1 \\ //
am .a•
SLOPES STEEPER 7 DAYS IF SLOPES AREviin \ \
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
THAN 3:1 10'OR LESS IN `a v..nka.wm ^ \ ' �g 1
NCGS 113A-54.1`IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE <\/7N/XJ \ip REINFOr���f 1
COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER General Erosion Control Notes SILT FENCE•
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 - / - /34 N •
DAYS ARE 1.Only the areas shown shall be disturbed. •
EROSION AND / CONSTRUCTION r
OUTLET
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED 2.All disturbed areas shall be grassed and o
NCAC 046 0131 STATES THAT-..DOCUMENTATION SHALL BE ACCOMPLISHED BY mulched as soon as pose ble and maintained m - \ LIMITS �,
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR until pemanent cover is established. \°j \ TAG`*" \\ .\ // /
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER ci,_ / :. /
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50.IN �' - _� 'I �II((I��\\`\III `J C
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH q¢ .I 1� \
CONTROL PLAN." ¢ ` , / I 1 WATTLE ,�
ALL OTHER AREAS 14 DAYS NONE(EXCEPT ` 6 - \
WITH SLOPES FOR PERIMETERS n ff
FLATTER THAN 4:1 AND HOW ZONES) �' p I
Ilwo \
� ' arc
DATE: PAGE: (D N- I
DATE. PAGE: / I I`fI 0:O �'6 L3 �\
s Sock/wattle sits k/Wattle NOTE: d SA DY IIz w
I�1 our - - 9eauweem protection B D E" "G" \w'\
FLaw� -gam_„ -Z a, mybesub,ame r G CROS ING p o il
A " "C" F "H'
,r "-�dll I .Ir_II.J1, netting with wmpoM le-.
� G ry q p ay. ✓! ✓! % (D / d _ _ '
IT Mn � I 1u _.
�� desired MheLaalldanaraem,n. I . WEST {�'
I
Stakes Slakes and a minimum of ,�neead parallel u �I ! r
nd the toe of a
SECTION SECTION ante(eat areas should be located at µ)located below ¶ROUST 0 3 ..HOUSE I I OG I HOUSE% �� I HOUSE Hcc _ / I SILT FENC� GI' 7 /� �
edgeland disturbance.The ends of the ei, of the
J I CONSTRUCTION (ryP) 0'--..
\ /
<O ..Mar.. <O N.Maa ()should be tumed a um the end of mein RWa .1 i Ir L. LJ `., L. u .J 4 , L�� LIMITS I \ ,V� \ / -- /
B -ND WAY -RaADwAY -RDA Ay -RNA. AY -µ A -Htl A. I �4 --
oinch x 2 inch cross gection should he driven a HNA A -NDA.,Ay
III III [ LEDGEOFCURa8.v" `P vertically '-Cuae INLET Notes 738 �3_ /
1 If needed,Tree Protection fencing should be-nsfalletl along the buffer zone wetland
I 4 \ I(
Trench'n inardinurn interval Ma feet or a maximum interval ---....,
o - In. LEGEND boundary andfor around protected trees providing a radius of at least 1.25 feet for each / OP' CONSTRUCTION\ \ \
or Com g nd a Mn inch of trunk diameter. �� -
UNTRE50To 0Eu1/2 INSTALLATION
log a B. In_ fa a 2.Install Silt aocidince on the loco adjusted,if
of each lot.Install en Fence outlets shown On
re I 3 LIMTS I_
HED rvsiAL T DIRECTIONhe silt FLOW schematic/diagram agram and field adjusted,f necessary,for placement at low points.If lots are A.I111d `(��/� \
'""a"`""°"""""°"<.ann.n,�.°0BH6X'''""""""" e�acauwre"ame to holdx in plat.ds shall he wed uring...vents. SILT FENCE ___ contiguous and have different land owners or builders,each lot should have Individual Silt / / _ I y"
ISOMETRIC VIEW Fences. \\
t.MAINTENANCE,
alter ® 3.Install required Silt Fence within l0 feet of properly line to ensure there is no conflict with \ / I -�� \ \ _
each 1 inch or greater rainfall.Remo.
septic system.It is the responsibility of the builder t l ensure the Installation of sediment / ` ;.I 1
COMPS.Mulch Or COMPOST SOCK mmu now RATES as
CURB INLEr ENfRPN control measures does not impact fie septic system antl repair areal=} I'/��//�// Imo... \
for umrewhad sit oy o C( ^. 'o z. amemart anilaadx oas r 4.Aneast one conawaion EmrancerExhiato be mataued parrot V :; `� \
�a e m one a ram) ('.uzio ram)('aeso.m)(boo.m) ram) a 5.Waste bins and other areas dedicated for managing building material waste shall be et i
\ \ \
snapFlava To se t s°°" least 50 feet away from storm drain Inlets or drainage ditches unless It can be shown that / CONSTRUCTION \\ \
won �SilttSock/ L<°e (aj (rea ) ( arm] a ensregaaa.W' contaheralternativeexists.if this separation cannot be achievetl,these areas must be /�/ \�wet Ie (oe+m) (sea ) fsoo ) InedbehintlSllIFence. ENTRANCEGT \ \
J jfL tin%n 'n-%x zm%x �%x s B.Inlets downstream of disturbances shoultl be protected;streets should be swept whensJ yv(ten (rot (1Ba (zer (JJ4 blv� a sediment from the construction activity is present. / a a !! 'nr/m/m7 /m1eV /m/m) /m/m) /m/m) :ce:rdr:ns1:07,121re'nndner7::::::
ee y ,\NC-En vlronm en tot.jpeg J.Detail forsilt Fence,silt Fence Outlets,construction Entrances and other measures are / / C7'
I 4 kOad \
ten manure `<2 /4. raagea.l mepanred anal ndm, and era l
DATE: SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION GB DATE: provided on additional
rraicn�uiriavouiwiTli cliasdAr�ilicurrER drawn toscale. PAGE. / r��e'� \� \\ I /
FFFE,.T -DATE _�.�T
F a Barrehtame h O S f4 I I I
SW...� Fr Max.Eire 9 bite wl,nonwre en Wire Fence Wire Bnckfill trench / a�a(�. / )
d Compact
trc ,h a
(P, Steel Post thoroughly
�Ia
/
Plastic eor
s ta2a" �a, 1T
core tea / MIn �O� l aft r� „__ -- - .,.,.,
a
z4� z4• QJ�\N /. M-.4r Fmnrw�aa a4.m�m D o
lo�L.Lrend -
/
■
Filter Fabric 1 / '-
around.(H'gherhnces of".
fe' 1tf.4 Ill �j / /// \
1. Construct.° or 2.Ensure that Me .exceed 24 inches the / /
y3. impoundfi ram ofhomas emto cauous ran use
tot extra
mgm structure)
re)rnervloaroiap its.wnenlo me are CROSS SECTION NEW / .- '` '` s MntInff *, \ / //
a rd strengfasteth
the gabrc oh h4 to the durum nupslope iddofe Me posts.Extend
1� j R- 1\
Support .."5"...
4.side the ,M1eenne pit support.
oe the p'aacric zy wire mesh fastened searely the trench.Fasten.e wire reinMrcernent,then� a&enu V p f rasa required repairsimmediately. / - •ail 1„- Py"sec
/
5.aeo�re%inw the�roer'leemimm Is
4inches. mxm of apex sappy Shedd WNW ength. inch or greeter Make Pvxmy pea tear,daanmpaa, ) / // /
w .es not 3.Remove sediment deposits as necessary to moms adequate Construction: Maintenance. �� /
5.ksten the efiler fabric directly.posm VA re piastic Ma ties require
hould have amnimum a 50 pound tensile 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 l inch or ...r__.._.. I /
re le avoki underminingfence du material and properly grade it. greater rainfall,make any required repairs immediately.
T.Excagvate the trench approximately 4 Inches vide end 8 Inches deep along the proposed line of the posts and g 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad to a condition to prevent mud or sediment - - \qiil
9.w inupslope from the ches of 4.Remove an ric along me buxom end side of the o-encn. nncing area watedaleaand unstable seaimenriaeaaing smooth it. from leaving the construction site.This may require periodic / 1 I / V
8.s.arrm the trench with soil properly stabizegrade and stabilize leearrnw con ibutn 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdresstng with 2 inch stone. \ J
crihmi to naDxormaneeaover hefilmrtabnc and w Thorough compaction of the luckgll is drainage area has bee 4.Use geotexttle fabrics to order to improve stability of the foundation to locations 3.Immediately remove all objectionable materials spilled,washed or I I /
10.Do not attach Mar fa..m existing frees. subject to seepage or high water table. tracked onto public roadways. / \ \
NC-Envo-a one Nak Jpeg SILT FENCE CONSTRUCTION ENTRANCE/EXIT / _ ( (
DATE /
PAGE // \ C I t \ \ --\
SILT FENCE
T IIIIIIII.IIIIIIIIvIIIIIIII 1' `. MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION PAGE 1 of 2
I - ' TOTAL DISTURBED ACREAGE: 1.55 ACRES
General-All measures will be inspected and corrections made after runoff producing rainfalls,or at least once per week minimum.The builder will insure that the construction activities on any particular lot do not adversely affect any of the installed erosion control measures.If lot construction dictates,measures will be LOT EROSION CONTROL_ PLAN
3 �v 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.
s THEwnsHEDST I _ Gravel Construction Entrance-The gravel pad should remain in a condition to prevent mud or sediment from leaving the constmctton 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 �[\'') OF
PaonTwEw CE POST 17-Xti objectionable materials spilled,washed,or tracked onto public roadways. SANDY CROSSING WEST
HARDWARE CLOTHSilt 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
wIEN FENCE .._...._...._...
�F.WIRE FENCE,
IILm 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. FOR
wnsHED s3orvE A. STEEL FENCE
D CLOTH IN TRENCH 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
wsT� caourvD INTOAPART
cl"aourvD AND HARDWARE 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. P E N D E R G RA F T HOMES L L C
NOTES:
1.Hardware cloth and ravel should overlay the silt fence at least 12
's_°6 o inches. g y 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. brace 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 GRAYS CREEK TOWNSHIP CUMBERLAND COUNTY
o°uaX 2.Stone outlets should be placed on low elevation areas of stet fence 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.
end based on field conditions. SCALE:1"=100' FEBRUARY 2024
MAINTENANCE: 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 SCALE
BURY..FENCE AND B RV V OF UPPER EDGE OF 1.Per NCG-01,inspect outlet at lest once a week and after each 1 Inch or sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. too 0 50 log 200 400
HARDWARE CLOTH FILTER FABRIC IN TRENCH greeter rainfall event.Complete any required repairs immediately.
2.Freshen stone when sediment accumulation exceeds 6 inches.
3.Keep mesh free of debris to provide adequate now. 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
SECTION VIEW 4.Remove sediment when half of stone outlet is covered. 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 )
q""en 1N�<g 5.Replace stone as needed to facilitate de-watering. t inch = TOO ft.
SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
NC-Envir
PHONE(910)484-5191 FAX(910)484-0388 LICENSE MF-0106
LAST SAVED:2/19/2024 tone AM LAST PLOTTED:2/19/2024 1:48 PM PLOTTED BY.Dennis Gilbert FILENAME:C\CURRENT JOBS\PENDERGRAFr HOMES LLC\24-2805-01 SANDY CROSS W-EC\PLANS\S0NDY0INGWEC.DWG