NCC240793_Site Plan or Location Map_20240322

_� / / / 1 -- / /.. / / I I t / / / / I I 1
CONSTRUCTION SCHEDULE SODDING ��� / / _ // / / l l 1 1 1 / / / / I l I I / I / /
I.Obtain all necessary permits and plan approvals.Erosion and Sediment Control(EffiSC)permit and a Certificate of Coverage ` -// / / /
m (COC)must be obtained before any land disturbing activities occur.Acopy of the EffiSC permit,the COC and shard copy of me \\ T / � �� --� / / / / II /
1 I 1 / / / / / I II / / / � I / / I / / /oplan must be kept on slk,preGebly lnapmnits box,end apusaible dying inepeglon. � II , IlII / / / / / 11 / / I /'�or` z.nstau gaanl ennswMnn rnranaes firsq men sutnroa rolnr men sat ana \ / / /� - / / / / III 1 \� // /nnnnswa ores. �� � � / I / - , I ISb SHERIFFSRWA'SQ4 ROAD K3.Finish<learin dgmbbing any n<acxx the lots as the d. '\62 3gar, dry wens on Yare slate \\ _ // / / / / / ' /B�nmtg aingrnaaroeaagnannwtiec ��� / / / / -- I / / / / I / rI / /.Begin orl roughewimne se house cionaMrion. asn ����� aNna NnTaIMMIMaFIaoe tuCrtioe Do. \\ / _ // // / / / / / J 1 1 \ / / / 7�% .Pinion au ro gn gaging ana nnnse sit rum An ar< m aisLmb<a rr 7 thous nods m nave temporary tar perman<m / io,=P° ground..installed. - / / / / / / I r I / ' / / \ \ \ 1 / / / / /,/ / /
07.Install driveways,walks ana patios. tltl o \ \ _ /- -_ / /// / /--__-
B.Beginfinegnidingoflo[ereas -' / / ` III1 / / / �/ / l \ \ \ \ ) / / l / / / / /y <s0 9.Final grazeing,mnlchin8 and stabilizing of tat.In most cases this will involveme maWlation of and on the lot.The silt force will Arcxap cowaEttcv. \� /�e % I mm1 'adaM or g g' truth ak nla �MPiCS / / / / / �/ III1I / / // // / > \ 1 / / //
` �s Io.TT hll a Ir' P fM1 - d a - I measures and complete the following �� -- i- -////////// - _` / / ) ) 1 / / / / / // / / J ) / / / / / / �/$90 b'M If'pe f f a m DEMLR bz.5555-
` -- __. /$ https:IMmnv.d q. g /b Vd m I water prograMnpdescanswction prognim. - / / / / / / , / / / / / / / ( (
Twelvehs ofco PI spec forms shall be kcPL on a available f inspection w all times.It is recommended a - / / / / , / / / // --/ //I / / / ( I / / -
, copy be kept in aperm b Ref G.S.I I3A541 through G.S.113A57S 15A NCAC 04A0101 through 15A ��� / / / / / / r I r / / / - / / / / / / I
Nq S NCAC GeneralPermit NCG OIOWONPDES for Construction Activities. � - -----_- / / / / / / / I I I ( I ( / / - �� / / / / 7 / I I I /
/ II.s1f' r ad, lmeesme bperformedat least once every seven calendar days and - / /^ /
SITE A within20h f hen inch.Any needed repairs shall be made immediately maintain measures as // I / �- / / I / / /�
designed.All ESC shall be a specifiedin the construction details on this plan A rain gauge shall be installed '- /, �'-� / / / / /
z P ,,,/,-, at the projectstefor a - _ -----/ / / / I I I ) I / / _- / / I / / /
\ 'dew J I Inspemion and final acceptan¢lenws.When the project is complete,the perminees shell contact DEMLR to close nut the EffisC TACT __.„../' - � / / // //7/ / / I / / / �/ / / / / / / / I I 1
O Q 2Plan.After DEMLR informs the permittee of the project closeout,via inspection report,the permintt shall visit 551-11,5 cons rxsson IMMEDIATE,
To 58EEDED..WArfoon.l. sawwm �� �\ - / / / / / - / //�
G/() "de9�nnBovMCG01"w submit an electronic Notice oftemriwfion(e-NOT).A$120 anirual general permit fee will be charged coo aiuxlxa l� /� \ / / / // / / / // /- � / / / I I I I \ \
rw ��� ,tam me e-NOT has been find out, / �� / �/ // / / / /�/ / / \
C�NFFO r�lV APPEARANCE OF GOOD SOD / _ �` ��/ ,/// / // // / ////// ///// / / // /// / ��'/ / I I I 11 \\ \l
Moog 4„z�oon- AP GROUND STABILIZATION j�1' �'I - 5:4 i
/// / /// //// // / / // / / // / I I 1
C0i. SITE AREA STABILIZATION iciiii
�iG������O�I an�manem. I / / / / / / / / ,/,
/ / / / / / / i1MAP XCEPTIONS I1 / / / / /D / / / / / / / / / / / / ( / / I 1 I 1
N.T.S. PERIMETER DIKES, 7 DAYS NONE = u55015.51.. \ \ / / / / a / / / / / / \_--- ) I I I /
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY SWALES, DITCHES _ ram. owresomn.. I / / / / / / / /// / / / / / / / I /
NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR &SLOPES -: f�i-.- - I / / - / / / / / / / / / / / / 1 1 1
COMPLETED AS AN EXCEL SPREADSHEET. HIGH QUALITY 7 DAYS NONE 1 _ 34 -/ _/// A pry/ / / / / / / / / / / / / ( / / --_ _/ / / I I I I
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED WATER QZONES ) /�` -I-'"-"-- . /, / /// / / / I / / 1 I / / /i / / I 1 I I
EROSION AND
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A (H / / - / / / / / / / / J / 1 I / 12/-1 / -/ I / I
NCAC 048.0131 STATES THAT"...DOCUMENTATION SHALL BE ACCOMPLISHED BY SLOPES STEEPER 7 DAYS IF SLOPES ARE -__ _ --'--�i - / / / / I I
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE General Erosion Control Notes / _ -, _-- ,y , / / /2� I j , / J �' , 1
THAN 3:1 10'OR LESS IN / / /'-- _ - _ �- / / / ___
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, LENGTH AND ARE 1.Only the areas shown shall be disturbed. / / / / - '' / `'B� ,/ //// / / / I I / / // ..�/ // / 1
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, / / / -- _- -- -- /
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION NOT STEEPER 2.All disturbed areas shall be grassed and mulched as soon as / / -- ___ I _____ /
CONTROL PLAN.' THAN 2:1, 14 possible and maintained unl permanent cover is established. / / //// //� / - --- /�/ / / � // / / / / / / - / / J I
DAYS ARE p p ,/// - /�� / / /-- __-___ tAINDER,OF// / / / 1 / I I / -
ALLOWED tV� // /// / /// ///� - LLOTE / / / / / I I 11/ I / / / / - -----I I
THIS PROJECT IS IN A PUBLIC SUPPLY SLOPES 3:1 OR 14 DAYS 7 DAYS FOR \ / / / / / / / / I r 5, / / / / / /
/ / / UND TURB€D / /
WATERSHED(WS-III)AND ALL REQUIREMENTS FLATTER SLOPES GREATER 2 c, / / ---- /
Pursuant to G.S.113A(3),provisions for permanent ground cover ° ' / 7 / / / / / / ---- -- / / / ( ( ( I 1 / 7 /
REGARDING SENSITIVE AREA THAN 50 IN /
WATERSHEDS SHOULD BE FOLLOWED LENGTH sufficient to restrain erosion must be accomplished for all O Z / / / / / t / / / 7 ( ( \ \ / I I / / / / I
disturbed areas within 14 working days or 90 calendar days /-- - / /
ALL OTHER AREAS 14 DAYS NONE(EXCEPT (whichever is shorter)followingcompletionofconstruction. / / / I " 3 / / I 30 \ \ N \ \ \ / / I I I / /
WITH SLOPES FOR PERIMETERS \ --
FLATTER THAN 4:1 AND HQW ZONES) r ( l \ / /''a / ` \ \ \ \ \ I I I I - _ , / i
10
DATE: PAGE: \ \ \ \ \\\\\ \\\ \\ \\ \ \\ \` \ \� \ \\\ \\ \\�`\ I 11 �\ \ \\ \\ ___�_``_'////
DATE. PAGE: \ \ \ \ -_ \ \ \ l //
sir sock/wattle _ silt Sock/Wattle N \\ \ \\ \ 32 --_- - \ \ _/i-- \ \\ \ _ _✓ //
FLOW--„.._ ohe -n-ZLFx,�II •Iryea to be 1. Other materials NOTE: geq...
gagainst era..velocities ea°'Nce gibe °nor .A. .8., "C. ..D., ,.E. .F,. ..G.. ..H,.l \ \ \ \\\\\\1 \\\ \\\\ \\ // \\.\ CONSTRIHCTION -;\ \\ \� \ \ \\\ \\\\ \\ \ -- // /i
fz Wn.�Ieaen AStokes ",z �Iz 2Iprcz=11: B1. Fill silt soci.a.netting s wwaWas aM1rnaa<�°aa°°ro �� i ll . �% / , ✓c ✓r `� \ \ \ Ni 1 \ I I \ \\ SINCE �-\\ 7 \ \ \ \ \\ -\ ---� \\\ \ \ \ -
Stokes oak/Wattle. ° pareaelro IT IL -1 I e= I / % P / I I e '` \ 1 1 I I \ \ \ / /(TYP.) LONS�ROCAON� \ \ \ \ \ \ /
n
and a minimum
nd the toe of a
pw m.
SECTION SEcnON ante(µ)ecetsa below HOUSE HOUSE ` / // ENTRANCE ; \ \9 \\ \\ \\ \ \ 1 \ I // /
Ware.should he located HOU9 u�i a �h� j �i HOUSE G II \ \ I I I 1 w III__ \ /, 1 \ \ - \ \ /
land disturbance.The ends of.e silt . \ \ I I I 1 gag)
58 A:ONST\NUCTION // /_3 1 \,.. \ \ \ \ \ 1 /
A.Man. RO a.Ma+ 11 slightly„slope. I L I I '� L ✓l 1 M� / -- /p \ \ \ \ 1 I /
Ro Rrva .qq1 i Ir IJ `., L. 1� :.J 4 . I� \ 1 I 1 \ ( I LI\T` / /// _,..-RCED \ V \ \ \ \ \ \\ \ \ \ 1 1 I ( j
silt 11,,I 4. Oak or other durable hardwood stekes with a 2
caIIr A N't -NUA Y -NU WAY -ROADWAY -NUA AY -NUAe AY -NUM.. -au A 431 \ \ \ I / // /ouTE \ -� \ - __ I I 1W W ve.cally plumb,through the center of the silt
1socidwattle.Stakes should.played ate 2.
`CUNaN cE OF cuR Nif needed Tree Proteclon fensnrna.nurn interval of 0 feeler a maximum intervalg should be-nstalled along the buferzone wetland \\ I 1 11 \ Y_ \ - L�c/ / \ -. \ \\ \ \ \ \\ \ I 1 I I 1 I
boundary and/or around protected trees providing a radius of atleaat 1,25 feet for each I ) \ \ /i -"� ,.ems.,., � - \ \ \ 1 1 I I I I I --�
r Coma q nth 4 Mn LEGEND nehOf trunk dallele: 1 l ( / ♦ \ \ \ \ \ \ \ \ g \ \ \ I I I I I I I
To°1/2 height of 5. - 2celall Silt on the low elevation sties of each lot Install Slt Fence outlets shown on \ / to a Way
uNTRENCHED INSTALLATION°g pavement)
n w" N aenemaa�a a a field nd uatea,T neDeaaa for ldcemem at IOW I I \ \ \ `azs / y \ \ \ \ \ \\ ♦ ------ \ _ \ \ ) II I I I I I I I 1 r /
vac m arsh used pa be glom an j ry, p pens.If lots are \ ,\f� sue,
Icn en Icnew ,.�,( •n0ewv°rv."4".TM�..".,ere.vex.,rv.mn",:. awAnconcrea to Cola it in pla ee duriin�g ninon eve.. SILT FENCE contiigguuous and have different land owners or builders,each let should have I dNidual Silt I I 44 \ \ \ -- - 0 \ \ li' \\ \ \ \\ \ J I I I I I I I 1 I I (
s.
t.MAI"low«t:Ei:°<wwanleauesai.reeklvanaaprer ® 3.InstatrequiredsiltFencewithinl0feetofproperlylinatorehnethereisnocontlidwith \\ 1 ` \ \ \�___- - I__3 �, (II L,�. \ \ \ \ / / I I ) I I I I ) 1
coNSTRuoTioN Elmseptic system.It is the responsibility of the builder to ensure the Installation Of sediment \ � \ ! (p \ / e\ /
Mulch Or eta dim COMPOST SOCK INIpw FUR PATES as CURB INLET ENr�N = Control measures does not impact fie septic system and repair area(s)needed to allow for adequate flow. . \ 1 \ \ - -- _�y2,p,� \ \ I \ \ \,•t \ `// \ / I ) / I , I / /
for umaecbed sit pa p c ^T ,z(It', is na, z.FIN. 'o z. aWemnai be replaced �e r 4.At leant one conawouon Envance/E,nisto be metered per Ipf \ \ \ _- E► 1 I I I '� \ / / / / / /
n.a a' ^^•. „Sol (>oc^m)(ten^^'>(^rn^Sol ram) s.waste rams and inner arena dedicated for managing building material waste anon be at \ 45 i 46 ` \ \ \ \ 7 \ \ \ / /
m a. a s°°• least so feet away from storm drain inlets or drainage ditches unless it can be shown that
\ \ / \ Cr.) ✓ \ \ \ \ / / / / / "
tam.
seen Flora M".imam sl,P. 7so r«t t.000 ,,too s. npanem9 beamed ea<eaaNe,m<ein
set sock L<"VA 1 1 (nsm] rest axwwanle may nceem be replaced with no other alternative exists.If this separation the achieved,these areas must be \ \ ---- G \ / /
» tameraiam�<raaremm,are paraiOncannO � / \ / / / / / /
wakAee ir L'tte Pe"'") (ssa'") (Soo'") contained behind Silt Fence. N. `--- ` / \ N \ \ \ •
HrrenlcRnoe 7. ,,. ts. zz ao. 5 6.Inleta downstream Of Shol be protected;Beets should be swept when \ \ "__ \ \ \ \ \ I - \ - -- //// / // //
a n. in 9 min min min ift \ - \ -
a m/ m/ OBB m/ (A4 h dlv� a Detllls foment r Silt
FencN ilVenczOldiety is present \\\ \7 `_ - / I 1 ,----
7 ` /
/
sit socks/wattles es shell - to land \\ l\ -\
a-awmanre is ba.am
/m/"'7 /^'/^') /^'/m) /m/m) /m/m) measure es teen hem, '- ANC-En tat jpeg T.Details for Slt Fence.Silt Fence Outlets Construction Entrencea and other measures are - /
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION FFFE�T, D E provided on additional sheets Erosion and sediment control /
TYPICAL LOT LAYOUT WITH CURB AND GUTTER \ �� - \� \ \ \ _� �� / / /
I / 1 I 6 / 11
GATE: cove Fence DATE: r,.. PAGE: \\ \\ \ \ \\ N /'�\ I I l / \ 47 �\ ` 1 \ \ \\ /�'/��_ \ \ / //// / / I I 1 /
Filler Fabric PAGE: \ \ \ �\` \ ` 1 I I \\ \ _- \ \ \ �-- \\ / / / / J I 1 / /
F Strength \ \ \ 1 I \ \ \ - / / / / / J / r
S.,M� eMax.Extra 9 (mom wire rem Wire Fence Wire Bockfill \\ \ \ / \ \ \ \\ / I 1
s stea Peat ee mnr°rgnggot /�/F \`♦tr \ \\\ \ \ /�1 \\ \\ \ \ \� \\\ \\ 11 \\ \ \ �_/// \�/ / // // / / I /
Ca t .
.77107,05171.517.5171.
1 :along.trenth m,w \ \\ > 1 1 J J I I \ / ���_�/� / / I
a a4•� a
04-
nninnn. aura £� •.r. \ / ,/ / // // / 1 \ 1 // -- //�// / /�
1, conshuot the sediment twofer of standard strong.or extra steno. u d IHFIher CROSS VIEW �...,. N N. / / / / / / ( l -- ,/, / / /
maym'n height of .sediment ef;;ure°Ohsswure;�a mart-awes. 6Mn ': � \ ( ( ( / / / / / I \ \ �v/ / _--- / / / i //
2.
tlreflter fabric from a coroners roll a.cenatro cut toport pommtha I.minimum
arolover ...tome are
necessary attnreyesten m<flnercam rnynaaappod poatw;m4f<n rodmnm nredapwme new poet 4 j - < I / - / /
4.Support standard stranplh filter fabric by wire rn.h fastened seec,ywmenpslnpesideamepost Extend Mam<na"aa: / -a :es', 48 4 -
mewremeshauppndmme.tomofine„rich.Fanenme irere.rcementthenfabncantheupsnpe napes Ion«a week on,aftereaant •y ,/� ,,'; 1 1 I I I I I 1 I ) \ \ \ / `_/ / / /
;de of me fence pan core°rpa,n<,pt,sshoudhaveamnmum50poundtena,n,e�M1 ncnorg keanyrequredrepairsmmedn<y. - -•• --
5.Whena wire mesh supportfencee used,space peatea maximum of8 feet apart.Supporta Shedd beddven 2.Snondthefabdeofasedimentleneecolapse,tear,decampase, \ I I / \ \ / / / / /
securely into me ground a minimum m 24 inches. / / I --
Construction: Maintenance: I / / / \ \ I I / / \ // / / J I /B.kstensmenfiler fabric directly.posmParer pieroeao ies should have a minimum of 5o pound tensile 1.Clear the entrance and exit area of all vegetation,roots,and other objectionable t.Per NCG-01 inspect at least once a week and after each t inch or / �/�
3.Remove sediment
posits as necessary to
vide
material and properly grade it. greater rainfall;make any required repairs immediately. I I I ( / / 1 \ I I I / ( / / / / _ -
T.Excagvete the trench approximately 4lncM1ea vitae and 8lncM1es deep along me proposed line of the posts and re(ev°nx°d<m,and
ee�eta°re y�m8e 2.Place the gravel to the specific grade and dimensions shown on me plans,and 2.Maintain the gravel pea inacondition to prevent mud or sediment I / I / I I \ I I I ( \ / / I /
fence,e care 1 neanm,ta.
„slope from the herder. 4.Remove an fencing materials and unstable sediment deposits smooth it. from leaving the construction site.This may require periodic
s.Place 12 inches of tanrie along the bottom end side of the trench. and bring the area tograde and stabilize It after.convibuling \ - -J /
9.Bothell the trench with soil placed over me filer fabric and compact.Thorough companion of the backnll is drainage area has been properly stabilized. 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone. ) ) ( I I 1 I \ 1 1 I I I I I ` / // �- / /
cmlcalto sinfence performance. 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or ( / 1 I 1 •\ \ ) / / I 1 \ / / /
le en not ahem nearkbdcwexisting trees. subject to seepage en high water table. tracked onto public roadways. r 1 I I \ \ / / / I \ 3 - / / / / /
Ne-Enue one tut/hey SILT FENCE CONSTRUCTION ENTRANCE/EXIT 1 I I \ 1 I 1 l / / / \
\\ \\ / Il ,/ `\\ \\\ �---------' ,-' PAGE 1 of 2 \,
\ TOTAL DISTURBED ACREAGE: 1.03 ACRES
DATE PAGE: r-'\ \ \\ \ \\\ \ l I r \ \, LOT EROSION CONTROL PLAN
MIN. _ FENCE LOT 31
+ 1 L ,11111111v11111111.11111111•1 MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION KENWOOD
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 dilates,measures will be
• SUBDIVISION
THE wnsHED ST j �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.
- I - Gravel Construction Entrance-The gravel pad should remain in a condition to pmvent 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
STEEL FENCE POST rgt. objectionable materials spilled,washed,or tracked onto public roadways. FOR
VVIRE FENCE
HARDWARE CLOTH FROWN.) 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 SUPERIOR HOMES OF
� )WIRE FENCE,
FILTE 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.
STEEL
Wnsl/ED STONE _ ND CLOTH IN TRENCH 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 THE SANDHILLS, LLC
zsT� caouuD INTOsoLmi encAse 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.
NOTES: GREENWOOD TOWNSHIP LEE COUNTY,N.C.
tf,o1.Hardware cloth and gravel shouts overlay the silt fence at least 12
^re Grassingand Mulching-The area to receive grassingand mulching should beproperlyfertilized and limed as necessaryas an initial stepin soil preparation. Once the grassinghas beenplaced,the area should be maintained as needed to insure that all areas are germinating An bare areas should be
o, S`ne e p p 9 9 ySCALE:1rr=100' FEBRUARY 2024
00 2.Stoneouuetsshoutsbe placed on low elevation areas of silt 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. GRAPHIC SCALE
and heal on field conditions.
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
BURY WIRE FENCE AND B NY 6.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.
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 flow. 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"" Ict!b<g 5.Replace stone as needed to facilitate de-watering. 1 inch = 100 fit.
SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
NC-Envir
PHONE[phone] FAX[phone] LICENSE OF-0106
LAST SAVED:2/13/2024 9:29 AM LAST PLOTTED:2/13/2024 2:25 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\SUPERIOR HOMES OF THE SANDHILLS LLC\24-2929-04 KENW00D-EC\PLANS\KENWOODEC-LOT3I.DWG