NCC232647_Site Plan or Location Map_20230901

ENGINEERS 11,1( D _ / /
PLANNERS ` �- / /
itill
SURVEYORS -` ....op /
MOORMAN,KZER & REITZEL, NC. /
91 /
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' sa tesiO p``2ih• %$/ ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY / /NCGS ETED A4.1 N AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR / � /
COMPLETED AS AN EXCEL SPREADSHEET.
EAN ROSIONALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED j �Y/A+
-/ NCASEDC E04B TI0131ON C STATES THAT
ONTROL N THDOCUMENAT IS TATIION T ON TSHALLHE
BE CACCOMP ACCOMT SITE.RULE PLISHED BY // j 74 \`..› 0�� // //
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, / /
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
/
VICINITY MAP CONTROL PLAN.. �� i / N
(NOT TO SCALE) A N o/ 7
CONSTRUCTION SCHEDULE \
I. Obt)E&SC)lleecit and
a permits and plan approvals.Ero(COT)Watand be Sediment before
` /
(Effi in a permit and a&SCCertificate of Coverage(COC)must a meantobtainedCo before any laud disturbing activities
ge .Acopy of the E&SC permit,the COC and a hard copy of the plan must be kept an site,preferably in
stalts box,and accessible doing inspection. ` ( \
2. Install gravel construction grb entrances EN,than silt fences,reinforced silt fence outlets and wattles. �-
3. Finish clearing and gmbbimg any necessary areas on the lots as they are started.
! TIeW
. Begin lot grading and excavation activities
. Begin or continue with house construction activities.
. inish all rough grading and house. Begin five grading or lot areas
N9. Final grassing,mulching and stabilising of lot.In most cases this will Involve the installation of sod on the lot. \
The silt un
til ` 1165 VALLEY VIEW ROAD
10. The contractor shall conduct self-inspections of the erosion and sedimentation control measures and complete ll Lot Plan
the following combined self-inspection form found on the DEMLR website
hnps://fileancgov/nedeq/Ettergy%20Mineral%20ande-Rao-d%20Resources/Stormwater/NPDBS%20 ssNi /
General%20Permits/DEMLR-on
the mimrimg-Forms-Rev-August-8-2019.pdf.Twelve months of complete
inspection fours shall be kept on site and available for Inspection at all times.It is recommended a copy be
kept ina permits box.(GS I I3A-54.1(e),I5A NCAC 046.0131,NCGOI Part III Sections A and B)
I I. SelOinspections for erosion and sedimentation control measures are to be performed at least once every seven
calendar days and within 24 hours of every rain event of greater than 1 inch.Any needed repairs shall be
made immediately to maintain measures as designed.All ESC measures shall be maintained as specified In
the construction details on this plan.A rein gauge shall be installed at the project site for monitoring.
I2. Inspection and final acceptance letters.When the project is complete,the perminees shall contact DEMLR to
close out the MSC Plan.After DEMLR informs the penninee of the project close out,via inspection report,
the perminee shall visit"deq.et.gov/NCG01"to submit an electronic Notice of termination(e-NOT).A$100
annual general permit fee will be charged until the a-NOT has been filled out.
DATE: PAGE:
Sack/Silt Wattle Silt /Wattle NOTE:
FLOW--,...... - be FLOW S.�I t w providing equivalent protector, '
=n R_ n.0••-•F... again.erosive velocities may he substituted for ...,
eeei5Aiii‘114 use in e socks or wadies. // i
Stokes rs should be nsmleemrae mei / ,
SECTION SECTION beyond of zz \ °� /
flat areas should be located at the disturbance.The attar>)should he land - /
4, „kt. `2o SO. 4. Pro me end sift
e runoff / \ /
sockAvroe 1 /
[I) inch x 2 inch cross section should be driven
weically numb,brown tun center orthe sta
Trench inthe er durable hardwood stakes wfth a 2
soddwatne.Stares sock/uld eet wattle p dina4m°hmum interval _ \ \ I /
NTRENCT o Mulch ight°g a ti n Min. 6 b fie'w� \ /
ISOMETRIC VIE II
W INSTAENTRENCHEDLLATION' sock/wee to ridre p ed �;� \ \
1. Inspect silt...alga at least
,s4rT,COmPOST Sea wear
accumule.sediment and any debris as needed
mpost
mrw.
' nh '" nwedee o'grelvaximum i p'.H;1;�)IF;win)«LOW V°o) 16'.im a tlmthalar m'a \\ `I /l �� \. each 1 inch or greater rainfall.Remove
p Watt See/ fele(set tie ref (aa ran) Feet Feet Fat >.dlae
sheet Flower Wattle (SOS m) (3as m) (500 m) dislodged.
ry / / /
Wan*re Through ate to pm diSilsturbance W comhall pete Inspectedemeuntil nue #$$
y,Pate g(aart (t Ira g0 ab y(i,n (,,,, measure has been permanently eteblrned. \III\'v\ /P
I/m/m) ieVe I/m/m) I/me,) I/m/m)
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION I / / \
\\ l / \ /
DATE: PAGE SIAIN TIYANCE OF EROSION AND SRDINIENTAnoN CONTROL MEASURES FOR LOT CONSTRUCTION '
Gravel Construction
rance-The gravel pad should remain in&condition to event mud or sediment San leaving the construction site.
DATE: k� Wire Fence Filter Fabric PAGE: Imm,a, y eve, tmWre=ebt,mime ,p sew,.nm,°r ta,kmn p ,cane y o.setena elear,u°nt„naese,a.y
Max.Standard Strength false etth wire
/ P as Max Extra strengthfaoncwm°Inwref Wre Fence PI.' Wre ✓ ackfllo trench
and Compact Silt Fence-Sediment fences should be inspected at least once a week a.after each rainfall event.Any repairs should.made immediately.
5s c ��•
thoroughly General Erosion Control Notes
-y Steel Post
,Is
-:, ef 1.Only the areas shown shall be disturbed.
Oa d u�°p° 2 All d sturbed a shall be grassed a d
QU t
4 w -me n e° m Iched ass as puss ble and nt�tied
Q>.N6 / i�l+� : so.
Wire ties Itl ten unt'I gem on ant cover s estobl'shed.
8.
Once the grassing bas been placed.the area ewe be mamtamed as need°.insure ffi.all areas are germinating properly.Any bare areas should be repaired.
J ran r"°°aa v }"along Len[O 011 .. 'n me'.Nmpmary grassing metre THIS PROJECT IS IN AHIGH-QUALITY
. `I i i i` 0 Filter Fabric have been no breaches in the Once the house construccon Bees shall not exceed I.in WATER ZONE AND ALL REQUIREMENTS
�~ ���� ' 1. Construct. meal Neer of standard strength or sheen CROSS SECTION Wax nose J ^.,r,r rrvnra^. 0 wow g n^tee m,„nn,cr,u,.. h` „m nr b°nn mnren,s completed and the I.is ready to raeive sod,then the berm shall be removed and the material mcorporated into the graded lot area REGARDING SENSITIVEAREA
'�` � l'=fi^• eight of sea exceed a h fees.
errereee WATERSHEDS SHOULD BE FOLLOWED
• mein teas ,e of INCLUDING 7 DAY STABILIZATOION.
�1 '' ti impound volumes
awamr>vadnnp�aeefeu eelc care
e that man nee not r
rabic from nmmt a length of bar- n ceae..t
y 3.necessary,
Construct the past. construction b reeved
•_yZr xP.€° ea>ary securely fasten the niter clot only eta>uppnrc poMWdl4mn on me rat arrrareaw lmmmnnmmss:egg>.n�
/ -'v"r ., aPn 4 support standard strength fitlerlabde by wire mean hamnetl sawreeNro posts.Extend Me ntenence. in men°' e..chra,.sea- ossaoedoe eliminated
ai°ssreble.Sigwn navel cons
- •• dl>Wrem»n>npo°N mu,>bmmmmm>o-should Fastenve mminimu SOpem Im>n abcp m>uwmpa t. Inspect or ramentrfall. ateantnn°eaweepaneamreeat ° ° THIS ED(WS-II) IN A PUBLIC SUPPLY
skis offence rpeden spacepstsa an,nmum suet apart
Se..sh. • oa semmemae • WATERSHED WS-III AND ALL REQUIREMENTS
Construction, Maintenance: s.conena h fence la used.apace Ppatsamaximum orsket epee.sappads shoed be driven ...tamesMake
required
mar decompose.
eb°u 55Wr ae'wvea ( )
1 Peer the entrance and exit area of all vegetation roots and other objectionable 1.Per NCG-01'nspetl at least once aweek and after each linch Prey...rely mate ground a minimum of 24 inches. eIlace It promptly. •emme^ P w.r^ pt ^=r,h r ammr r=n c,r,n r ^a n,,,,r^,. REGARDING SENSITIVE AREA
material and properly grade it. or greater ranfall,make any required repairs immediately. ter fabric direct.. Weer spacing
oap ties have a minimum of 50 pound ran>la Remover a>for th a ace WATERSHEDS SHOULD BE FOLLOWED
2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in condition to prevent mud or mrengt.e n are to avoid undermining tele.during pressure on te rencerentler.Take care to avel undermining te fence dee el...Remove and replace stone.neceew
smooth it. sediment from leaving the nnstructon site.This may require 7.Exoava.the trench approximately 4 inches wide and 8 inches d.p along the proposed line of the posts and aas it ria necomes
e loggede.sediment.Remove all
so es,h basted. dim po am g are grade
upslope from the 3.Pmvide drainageto carry water toasetlimenl tap mrolhersuilable outlet. periodic toptlresaing wiOh2inch atone. moo ell fencing materials and unstable sediment deposits g s I"^nr
4.Use geotextile fabrics inonerto improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed along theoveromaner side of the comp. end arrea area beto prde operly
ssttabllizdil.it eM1ertbe contributing
rap d over the filmrmbac and ramped.Thorough compaction of me badmu is
subject to seepage or high water table. or tracked onto public roadways. drainageas p p y stabilised.
to.creel
am n ere fabric performance.
e.nng Irea>.
CONSTRUCTION ENTRANCE/EXIT ANC-En viro rmental.jpeg
SILT FENCE
DATE: PAGE: DATE: I PAGE: SODDING
o MIN. FENCE
PAGEof
" I> ;l: LOT EROSION CONTROL PLAN FOR
�t� 4 I I % % i nmaANmTRnMNaoo SUPERIOR HOMES OF
AZT
tag
„aa6rG I �I aril GROUND STABILIZATION
�� HOUSE I Ina 'C'
TOP nasoNamnrEL IS
MUST TINGANw mENma
Ada �+
RAN J i.J'. L. '.� �. '.. • J L� '.� '"E sro"F reueaum,aamrr ` SITE AREASTABILIZATIONEXCEPTIONS S L
ty !, L J T..CORrnTHE SANDHILL L LC
Melee
s,--FENCEP DESCRIPTION TIME FRAME
"" TOTAL DISTURBED ACREAGE: 2.51 ACRES
u "••.rr .•.i•r'.' -•./rr.. ROADWAY .•u�"' ".n,... .•;r,. -,.••.- WIRE FENCE " PERIMETER DIKES, 7 DAYS NONE
EDGE or CURB Notes HARDWARE CLOT FRONT VIEW SWALES, DITCHES cues INLET •1 If needed,Tree Protection fencing should be installed along the buffer zone wetland boundary and/or around &SLOPES PARCEL AT
protected trees,providing a radius of at least 125 feet for each rich of trunk diameter. HIGH QUALITY 7 DAYS NONE 1635 VALLEY VIEW ROAD
LEGEND z.Instau Silt Fence on the low elevation sides of h 1. stall Silt Fence outlets shown on schematic/diagram WASHED STONE B L CLOTH N TRENCH
WATER ZONES
and field adjusted,f necessary for placement points.If lots are contiguous and have different land IrAPARTMR. (HOW)
a FILTER FABRIC INTO SOLIDGROUN r
or builders,each lot should have individual Silt Fences. NOTES: •
FLOW DIRECTION owners ON GROUND "��IIIII' SLOPES STEEPER 7 DAYS
3.Install required silt Fence within 10 feet of property line m ensure there is no conflict with septic system.It is 1.Hardware cloth and gravel should overlay the silt fence at least 12 ,x I II LO PE IF SLOPES ARE
SILT FENCE the responsibilityof the builder to ensure the Installation of sediment control measures does not impact the '' E5
sga8,,a$> Stone WATER To ADES,see nnoW THAN 3:1 10' OR LESS McNE LL TOWNSHIP MOORE COUNTY, N.C.
SILT FENCE OUTLET ® septic system and repair area(s). �L�°ro" 2.Stone outlets should be placed on low elevation areas of silt fence ACT rem LENGTH AND ARE �`/� l Z
ENTRANCECONSTRUCTION gisig 4.At least one Construction Entrance/Exit is m be installed per lot. \\\\`\ and based on field conditions, wlmmEmL As rie>n Is ESTABLISHED
-NE MOwsrt NOT STEEPER SCALE: I'_ 50' JULY 2O2J
CURB INLET = 5.Waste bins and other areas dedicated for managing building material waste shall be at least 50 feet away from URy MAINTENANCE: rvro ulo> "Eo wAreawaa amrr¢ THAN 2:1, 14 GRAPHIC
storm drain inlets or Manage ditches unless it can be shown Mat no otheraltemative exists.If this separation OF 1.Per NCG-01,Inspect outlet at lest once a week and after each l inch or APPEARANCE OF GOOD SOD DAYS ARE GRAPHIC SCALE
tint be achieved,these areas must be contained behind Silt Fence. HARMS.CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immediately. ALLOWED 50 0 25 50 100 200
B.Inlets downstream of disturbances should be protected;streets should be swept when sediment from the 2.Freshen stone when sediment accumulation exceeds 6 inches. lIconstruction activity is present. 3.Keep mesh free of debris to provide adequate now. II II 1 I, I?l till SLOPES 3:1 OR 14 DAYS 7 DAYS FOR
7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are provided on SECTION VIEW 4.Remove sediment when half of stone outlet is covered. IIi1r/�7 V (I ,m,„o"c,n"r T' FLATTER SLOPES GREATER 11
additional sheets.Erosion and sediment control details are not drawn to scale. ..\NC-Envir r aslal.Jpey 5.Replace stone as needed to facilitate de-watering. /, III li
[1 11 THAN 50'IN ( IN FEET)
ANC-Environmental. p,rr SILT FENCE OUTLET -_'_- -- E g„If-t T"�ra. °n� LENGTH 1 lean= so It,
ALL OTHER AREAS 14 DAYS NONE(EXCEPT
-------- TYPICAL LOT LAYOUT WITH CURB AND GUTTER -r_�,--_. nameuart °`"""°°r""r WITH SLOPES FOR PERIMETERS MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C.
FLATTER THAN 4:1 AND HOW ZONES) PHONE [phone] FAX [phone] License #: F-0106