NCC240036_Site Plan or Location Map_20240108

54.
o-^� v0 -''W '''' ' . - - CONSTRUCTION SCHEDULE DATE: PAGE:
l h h / 2 Inma per..and plan approvals.Erosion and Sediment Conwl(E&SC)permit and a Certificate of Coverage
1.Obmin all necessary
/ I (COC)rmsrbe obtained
o��rencany land disturbing activitiesoccur.A copy of Me FBrSC permit the COC and eberd copy of die
plan be kept on site,preferably in rs box,and accessible dun Inspection�) a Puml
e % greed epnsweti w es siu taco,reinforced Iiiololoirn:ftAvoeloi'c
oe "B" 'C"utlem end wenlesp p3.FinisM1 clearing and grubbing anynecessaryareasn thlms esNry aed. � Z %4.Begin lot Grading and excavation activitles ti u p6� �' ¢q.0 5 B 61n tin lieu acdnitlea ¶' ,/ ,[,,, S x ^�yyy 6. 'nrsM1 11 Bing d'g°ndn o -
:� { QOP9 / I 8.B 8^I dri �y g i tip ¶NOUS¶ J< JI :::: 1HOUSE HW HO HOUSEbQC� I 9 Final Bras'& Iti g d bl-g fl I tin' ti N- Il tionof aodon Ne lot Thesilt Rnce willa 'S5 remm• pl 'INI - tided gr g mb1 d dtaknse L -:u � J J10.Thew• sb 11• d If peen of h on erld sedannull measnas and sample¢the fallawmgJ L• _'� � Y -Ra AY Y R AYI / combed xlf mspttnon form fowd on the DEMRwebsiteRAM 1
C8 -ROa AT -RO r AY -ROADWAY
9 • / Mips:/Iwww.deq.n<.gov/abouUdivisions/energy-mineral-anJ-IanJ-rcwurceslxmrmwaterlstomnwatcr-program/npJcs-conatroction-program. URB INLAY,1.0e of CUneTvelve monNs of comp.inspection forms shall be kept on site and available for inspection at all times.It is recommended a Notes:a ybe kept in a pemrrts box.Ref:G S.113A-54.1 through G.S.113A-5]Sections ISA NCAC 04A 0101 throu8h ISA 1.If needed.Tree Protection fencing shouts be installed along the buffer zone,wetland
®. NCA o4E 051MGeneral PermitNCG 010000NPESfor Conswcttivities. LEGEND boundary and/or around protected trees,providing a radius of at least 1.25 feet for each
11.Self-inspections for erasion and sedimentation control measures are to be performed at least once every seven calendar days and in ch of trunk diameter.
OFFS ITE within 24 hours o£very min event of Beater Nen inch.A°Y needed reperrs shell be made immediately m mainmin meazmes as 2.Install Sllt Fence on the law elevation sides of each lot.Install Silt Fence outlets shown on
ry deagned.All ESC measures shall be mmnmined as specified in the construction ddeils on Nrs plan.Armn gauge shall be rmmlled N Schematic/diagram end fold edlu8ted.ftneca558ry,for placement et low pOinta.If lots are
7.....3ROAD
SEPTIC FR at Ne vrojen site for monitoring. Flow DIRECTION contiguous and have different land owners or builders.each lot should have individual Silt
MINS gwrffo� LOT66PIe ARrDFMRinlmm• °CNpem ofhepojRClo outearrs.When the project is rcieh pxinrtpmNepminere shall contact DEMittec„I'V'o`e°utNeE&SCSILT FENCE Fenesous'f2/y ' MI EHE
cONSTRUCTION_3B6�� SEPTIC least 50 feet away from stone drain inlets or tlminage ditches unless it can be shown that
i SITE \ ***2FSo
/ oparation cannot be achieved,these areas mustb\ �ly _ FOR LOT65 A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY contained behind Silt Fence.
S \ � Lot Plan NCGS 113A-54.11S AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR 6.Inlets downstream of disturbances should be protected:streets should be swept when
♦ COMPLETED AS AN EXCEL SPREADSHEET. yis present.
�yr O *alter a1S,eiT \ sediment from the construction activity t.
V� CONSTRU TION "F" CONSTRUCTION AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED „\NC-Environ mental.jpeg 7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances end other measures are
0 5� LIMIT LIMITS EROSION AND
/ n ]iC1 \ SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A __ _ __ provided on additional sheets.Erosion and sediment control details are not drawn to scale.
7 368 /�"" TYPICAL LOT LAYOUT WITH CURB AND GUTTER
\ , NCAC 046.0131 STATES THAT-_.DOCUMENTATION SHALL BE ACCOMPLISHED BY
a \ INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
r1 p OPEN APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
3° x o MAIL 4O /^Y '\ DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, DATE: PAGE:
2 EN Lot Plan / 'Q SPACE PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
a I KIOSK 41 ^A"&"e" 67 �� CONTROL PLAN."
a
M co SP CE m /
CONSTRUCTION rg�
b ,t.0 ?%.Exono sec"txa O LIMITS / o %'
AO
4 VICINITY MAP' /CONSTR cnoN66 �,�g
N.T.S. olP t�:1• 1E
4042
IMITS 65 . 3o QJ4g 7 **0 0 074 s'M >
71j J \ Lot Plan / 0 O 'M r�Oaaa
64
DATE: PAGE: / nk
/ Lott Plan ,I• s'd°!
S' S /watt 51 Sock/wattle NOTE:
f / �f-�(!. .• .-44174 fix
FLOW,_ re. ba FL MI Iu 1. providing equivalent pmtectan /,• $ '
MI ea -t7s7 be substm�'a 4iiio
,�
il,_ n re. guniformywahwmw 1 ' 63 N1
...Al2" 2 we do.deform. /a LoI PI.e Construction: M tenance.
Stokes Stakes 3. ell nstaed parallel �r,H., 1,Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCGA1 inspect t week antl after each/inch or
SECTION SECTIONgra a.a minimum of 10 feet eyol ai beyond the
/1 look
rmaterial and properly grade/ g ater ra fall;make anyr q' tl pars immediately.
oI».s is 110
flat areas should.cal. °Ie oftew / 2,Place the gravel to the specific grade antl dimensions shown on the plans,antl 2.Maintain the gravel pad in a condition to prevent mud or sediment
land 't mooth it. from leaving the construction site.This may require periodic
Fo wwamel(l Nwld...maislhtly°popeto // 45 6G am• 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone.
on* Ro ggar.. from going tie eerie tosift 401111110, / Lot Plan \ jG 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or
mP�°gym subject to seepage or high water table. tracked onto public roadways.
ble hard.,stakes with a 2
61 CONSTRUCTION ENTRANCE/EXIT
inch x 2 inch cross section should be chin
vertically p
maximum interval of 4 feet or ceis maximum Lot Plan
Wood Mulch or ComurvTRErveTo 1/2TheneiAght of log at g na a Irvin. s rval
of 8 Met If m staking
i wIs not
possble
pavement)
CONSTRUCTION 1
ENTRENCHED INSTALLATION. rcs/warete ttlesare ocks enalled.beu paed emen aei
Y.
ISOMETRIC VIEW �w m•a� COMM"!m dew lt asock/wattle to bold it in)«ateng runoff weekly a .� LG 40oo.LIMITS
60\ SODDING
` cca.osT ma IMnAL FLOW.1¢ each 1 inch or greater as Remove 4D LotBIan
Mulch or COmpoSt
mr uneenmed swka P Be oezwnDMmeter �zmj (xo°,°abr)(aso ,)(ono.m) s^JS,en z. ante muMb v n ee a f. CONL MITSTION.aa ��snap Flcwy �Silfa Sock ism(a#Po (1esFm) (11erya) 3 ° S9 I�0work ., wattle /M (ws m) (ins m) (5,00 m) M�� sxosrRorwsmma FIECEs
A1eaeys°amno. tL3 ts.o zzs ease �-
..5m.wan votesPm/xa(�irx '(lean '(zeix (ii" s. Ise tlld�v�ma:lea&n°p°aaean Tana _-SILT SOCK/WATTLE FOR PERIMETER ANDnur.. T PROTEC aura G49 ��M*EoeVµELd _°andtbeareae'm d / 3MICaaPC RMaaTeE
� 5 aim MATCHED CORRECT,
PROTECTION
rear
DATE: Wire Fence Filter Fabric PAGE: \ / 5� \§7 \ \\
8'Max.Standard Strength fa.v,th wire fence - •
Steel Pwt 6,,,Ernes g bnc,,,maut wire ten .re Fence Wre BBoc4flll trench \ \
ord
Steel Post _ thoroughly
Upe ope \ } , wrrvr TncT Y o s ea
56 »Mi dly
Plastic or llle SOD IS
4 } I 21 I xaaot E.Y, WonnxASTMEao Hnx.a_ EMnw
Wire ties 1en +MI U I APPEARANCE OF GOOD SOD
ESTABLISHED.
GROUND STABILIZATION _) / IPpA
�(�}( + SITE AREA STABILIZATION F/ EN 1^'^ I :'°°9�etreALM1 DESCRIPTION TIME FRAME EXCEPTIONS 55aid,$ CE �I��������������������� nig55;
LFlter Fabric 1 / PERIMETER DIKES, 7 DAYS NONE / ( are,o
Construction: b strength rengmhsyrmwtati CROSS SWALEs,DITCHES gr0
53 / 20 �
1 may impound
volumes
ranger standard extras re &SLOPES z E hatwvoemaa of
does not 24'n inches above ( s / �A o.na°ROOTM.T
harder - rcmmxe-sor.aaRw,asxwross
Ensure mature heightmme see .:' tn•w�n.«can"
may rapsufficient to cause Ware orme erasure/ HIGH QUALITY 7 DAYS NONE o \ // ,L5. "' r°" t"'3.c ef.nammnuous ram to theength or the bamerto avod joints.Whe jots are M
NOr
necessary,securely then.cloth only at a suPP.peat with 4 feet minimum overlap to me next post WATER ZONES
4.support standard strength filter fabda by wire mesh fastened securely.the upslope side of me pose.Extend Malcom°rice: (HOW)the wire mash support to the bottom of the trench Fasten me wire reinforcement then faninon the upswpe 1.Inspect sediment fences at least once a week and after each/
side of Me rend. rp lies she strength hen or reater rams.make epairs immeaat.r SLOPES STEEPER 7 DAYS IF SLOPES ARE \- a62 \ / General Erosion Control Notes
re aused.space posts a aaha.eamnmum3opw z.Should epla THAN 3:1 10'OR LESS IN11 06.ExtraretrrensEsss,abnc wigs footpo sp�g does nch require a wire mesh supponHrnce.ScoureR can nttt deposts as neCessary tO �dace t LENGTH AND ARE / 0w1.Only the are s shown shall be disturbed.
a minimum a,became name4041411
a
S.Remove provide adequate areas hall be d and
fawn me after..directly tO posts.Wire or plastic zip has should have a minimum of 50 pound tensile .rage volume mane next rein and reduce pressure on the NOT STEEPER 2.All disturbed s grassed
atrangm. fence.Tetra cereta avoid undermining erne I \ qT0 mulched ass s poss ble dmaintained
eon a an
7 Excavate me trench Inches wlxan.inches deep along the propOsm he or We posts end aeawum. THAN 2,1, 14 364 l until pemanent cover's established,
upslope from to - 4.Removes fencIg matenaa 'era deposits DAYS ARE '
B.Place 12 inches - bottom and tide of me trench. and brng the area to grade and Stabil.it a.hecomdbpHg ALLOWED C2
g nm�ro.tfenceperformanw over the tinerrabdcand wmpamTnamnenaompaadonormebeaks is drainage area has been pmpanrethb-nos. SLOPES 3,1 OR 14 DAYS 7 DAYS FOR ,� 12
1D.Do not attach faartabn0 loesleang leas. FLATTER SLOPES GREATER ( - I Se \
THAN 50'IN (\I
ANC-Envo-e rnerml.jpey SILT FENCE LENGTH \ \
FFFFC II,FL F 1 F,�.F� ALL OTHER AREAS 14 DAYS NONE(EXCEPT
WITH SLOPES FOR PERIMETERS
FLATTER THAN 4:1 AND HOW ZONES) 14 115 I116 \
DATE: PAGE: / /' \ ` \
- oMIN _� FENCE re \ \ PAGE 1 of 2
/ TOTAL DISTURBED ACREAGE: 3.55 ACRES
G.
/ LOT EROSION CONTROL PLAN
TOP OF SILT FENCE k LOTS 40 & 60-65
TABOVE THE HE MUST BE AT / _ WALTERS
ST •
EEL BEN �- MEADOW
HARDWAREWIRE
FENCE
NOTH I /
FRONT SPA(3 �.
BURY WIRE FENCE,FILTER FABRIC,
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION FOR
WASHED STONE _ al~ CLOTH IN TRENCH DREAM FINDERS
FILTER OF
3'FILTER FABRIC NOTES: INTO SOLID GROUNDGeneral-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
z67 ON GROUND 1.Hardware cloth andgreveI hoPART MuIdoverlaythesiltfenceoatleastAi2E 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 toinsure proper ground stabilizing cover. HOMES, LLC
88ro inches. Gravel Construction Entrance-The ravel ad should remain in a condition to prevent mud or sediment from leaving the construction site.This may require periodic to dressin with 2-inch stone.After each rainfall,inspect an structure used to trap sediment and clean it out as necessary. Immediate/ remove all
a a � g p p g y q ° top dressing p y p ry' y QUEWHIFFLE TOWNSHIP HOKE COUNTY
a 2.Stone outlets should be placed on low elevation areas of silt fence objectionable materials spilled,washed,or tracked onto public roadways.
and based on field conditions. Silt Fence-Sedimentfences 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 SCALE: 1"=100' NOVEMBER 2023
MAINTENANCE: 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,
BURY WIRE FENCE AND g gy g,,map.,Egeg of 1.Per re tCG-0f,inspect outlet at Complete any�ai a week and aim eachimmediately.
ar Sodding The sod should be maintained to insure that the take holds in the areas being secured.The sod should be watered as necessaryto maintain adequate moisturethe root zone and t dormant of the sod.The sod should not be mowed to close,since this could inhibit adequate growth
GRAPHIC SCALE
HARDWARE stem FILTER FABRIC IN TRENCH greeter rainfall event Complete any required repairs immediately. q- root
boygrass glotion quad in proven dormancyquad gro too 0 50 100 200 400
2.Freshen stone when sediment accumulation exceeds 6 inches. 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.
3.Keep mesh free of debris to provide adequate flow. 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 = MMI
SECTION view a.Remove sediment when half of stone outlet is covered. 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.Replace stone as needed to facilitate de-watering.
..\NC-Erwin entatipeg 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 ( IN FEET )
SILT FENCE OUTLET sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. t inch = 100 ft
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[phone] FAX[phone] LICENSE BF-0106
LAST SAVED:11/27/2023 R:46 AM LAST PLOTTED:11/27/2023 10:21 AM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\H&H CONSTRUCTORS\23-1367-02 WALTERS MEADOW-EC\PLANS\WALTERS MEADOW EC-COTS 40&60-65.D110