NCC231990_Site Plan or Location Map_20230718

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21 s ENGINEERS \ `-- / / /// / / 45e \ \ \ \
"SITE , PLANNERS / /\ / \ \ \
SURVEYORS \ \ / / / / �� \ \ /
gilt 73 MOORMAN% ,KIZER & REITZEL,INC. J '� / \
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/ S5 ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BYI \ _�- NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR / f /PHASE 3 THIS PROJEGLIS Iu"HIGH ClUANTV � // ./....
\ 7 I ( \
COMPLETED AS AN E%CEL SPREADSHEET. / WATER ZONE ANDALSREQGIREMENTS /
OPEN SPACE /
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED ARDIN NSITIV RED //
EROSION AND / 1 / WA RSH SHOUL FOLLOWED ' ]4 T PR6 IN AHIGH-QUALITY
73 21 NCAIC SEDIMENTATION
TI0131COTAR05 PLAN THAT
DOCUMENTA OON THE
SHAPROLL JECT
ACCOMP LSHEDi BY / ---/
//) CL ING]9AV STABILIZNT OF. A� / // \ AT REGARDING SENSITIV AR'ENT -� r----
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE / / J / / ZONE AN
/4. WATERSHEDS SHOULD BE FOLLOWED \
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, �� / \ INCLUDING]DAV STABILIZATION. \�
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, / / / / // // NSTRUCTION �" / 4TB__
if
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION / ENTRANCE CO cTRUCTION /
CONTROL PLAN.' / / / j 1 � LIMITS 6
VICINITY MAP / /
/ / % \ ���(NOT TO SCALE) (7/.....-
/ T WAT;:,EN:c aii� /59 \
/ / / ST /,._ \
/
/
REINFED/
CONSTRUCTION SCHEDULE - i'"" ^S BlourL � O // 4 60 �" /
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I. Obtain all necessary permits and Plan approvals Erosion and Sediment Control r f
(E&SC)permit and a Certificate of Coverage(COC)must be obtained before any lead disturbing activities \ \ / / / / 1 � //-� 5 �j`
occur.A copy of the ES/SC p theCOC and a hard copy of the plan must be kept on site,preferably in a "r SIL(ryP'CE // / 4P'y/,<1r' \ _=86��
permits box,and accessibleduring' p n �� ' / /�',(
2. Install gavel construction f m aim fences,reinforced silt fence outlets and wages. / /'" /� _
! Pth1anth
\ \ irr / 6� \ �/ -- - /
fYWATTL e1: �i I / //\ \ ( ( ( / //. Begin f egrading°f at areas s. \ \ \ ItK'0dd• /// / , a�ti / '/,t1\ / / `_ _ / /
9. Final gassing,mulching and stabilizing of lot.In most cases this will involve the installation of sod on the lot. \ I $-' a N LIMITS ION ///la`Y' `( \-- /4 --
The silt fence will remain in place until the lot is sodded or grassing is stabilized and takes hold. \ \ \ \ ^ LIMITS ,,v� / "`66d�,� ,- -3_,
/
10. The contractor shall conduct self-inspections of the erosion and sedimentation control measures and complete \ /tltl`- 46 / Ry �i
the following combined self-inspection f &und on the DEMLR website ILL 9LL 911L \ 9 / / 6� /py'
Osnnea61es.ticenito/cdsgEner S%20Miveml%20and°/"201and%20Res°mcesdSt°n waters PDES%20 $,TONE ya /
General%20Perm.DEMLR-CSW-Monitoring-Forme-Rev-Aug°st-8-2019.pdf.Twelve months of complete 111t \ I I \ tEl PI I ' _ / ��L3 / �94 /
inspection forme shall be kept on site and available for inspection at all times.it is recommended acopy be ^ 9LL \ SILT'FENCE \ /
apt in ) OUT ET THIS PROJECT IS AHIGH-QUALITY / -\ \ / /
k box.(GS 113A-54.1(e,Uen NCAC 0 naacen 1,NCG01 Pan Ill Sections A and B) edit. 911E I tL\ WATEIIEZONE AND ALL REQUIREMENTS 49 /: \ . \
I I. Self-inspections for erosion and sedimentation control measures are to be performed at least once every seven 914. . .. \ \ \ \ D / 3F' ' / a'P _\ -49B- -- -_ /
AILAIL REGARDING SENS IVE AREA ,s-
calendardaysandwithm24hoursofeveryra f g titerthcelinch Any needed repairs shall be AL ,I,. -Ir.� WATER HEDS SHOULD6 OLLOWED / 5P \ / /
made immediately to maintain measures w designed.All ESC measures shall be maintained as specified in +�s� ""� INCLU ING 7 DAY STABILIZATION. \
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the construction derails on this Plan A torn gauge shall b'wmlled a,the protect site f monitoring 9LL_• \ \ V / \ \ //4� / 64__/ °� //
12. Inspection and final acceptance letters.When theproject complete,the peiminees shall contact DEMLR to \ / /ps- \ -..........-'7
/ /
close out the E&SC Plan.After DEMLR informs the permitted of the protect close out,via inspection report, 9LL/AIL i \ / 5D I / Gal, / 0'' - SOB /
the permitted shall visit"degme.govMCGO I"to submit en elatironic Notice of termination(e-N0T).A MO 9LL./ '" . \ \ / \ /
eininal general permit fee will be merged until the e-NOT has been tilled out. tom %.,,/ � / ^ \ \ \ \ Ns__
\ \ / ^ 0�� //---65� T, 10,, / / /`
DATE: PAGE: < 9LL/ / / \ \ . \ \I ) /` % (Dry - \ .7 /
Silt Sock/Wattle Silt Sock/Wattle Z \ \ J \ ,/ Y�j
3'MIro OW providing amp �w IL 1 -\ \ \ _ �// .-----.// 47,
- �1� =u= n�I�,_ inure mr / / \ /�. \ 5 d"/ / Oc 66 y, //
n. I II:I5 one lengthsiltsockswattles .>) / N \ T 91 \ I �cj / / /.� N/ /
z in.'I S ,z M `Stokes to Ne desired 11 not
b� 1� 911E JW/L '')
If/ I I 4 / / / // /p��" /
SECTION SECTIONf 10 be located yond
of JILL ��he / [@\ 9L`' \ ( �, / 52 /�6T� /
fiat Rio F .,• 16. (
luncl wwanlel,�no located
e;w ed SOW galore to IL 9uL,��,/ \ \ �\ 1 1 I �/ '� // .� \� \
A Me* sAnm- prevent 4. silt fur a tine eend a 1� 9LL 911c I / / `� i \ \' 'JIL I I 53 I /�¢�`ee s \ \ \
vertically plumb,through metaemen sock/wattle.Stakes should ewoa�,0,x 2 Inch cross section should be 'Ible hardwood sta,s wlth e AILL ,ILL
LL III. Ali. ALL \ TK -\ \ iVL ( I I I �/ I
Tiencn in the silt struwameis placed in e4ith \ \ \ \ I I I I,I I •4�'. / $3q ` \ \� \
To
2 or Com ground 4 Min. maximum interval of 4 Net or a maximum
Ile°vn ( - \ `
°t/2 height s. sore I '� \ \ 1 /P / THIS PROD TIS INAHIGH-UALITV
urvTRENCR6D INSTALLATION Wa..ire°e...,seethe m°e.�ao<p ,a. seeks/wattles are used on mend teary
in., �\ JlIL A \` \ \ \� I N\ ` �'A. 54 / WATERZONEA DALE R�OUI ENTS \
alai p during wilt j `� \ \ ( JAIL \ I \V/ REGARDING RSITB EAREA�
ISOMETRIC VIEW ' sock/wattle to. Inspect silt k '.\ 9LL 911E gg,..\ COTJ \ I yd� \ \� I , \ \ \ / \ WATERSHEDS SHOtILDBOLLOWED
T '\ INCLUDING]DAV$TABILIZA IZON. \
e.h,inch or greater rained!.Remove •
,«oMulch or no-<an<a sews °m, .,sere ,z t�eh�e°romAR za lam <a aftertwattle at least weekly and �, �� ED .� \ �'< / \ - -JILL atilt. '- \ \ 1
I rnreate e y ,em.ra c��PmI T span„mI(.sir nmI(ana rim, 3�mJ gsa nr 19hL 911E 9LL_ f'1�` J \& I \ AD
N \ \ I I 1 \ 55/ 4
P sot sp<k .n c t mi i5zaFmi 1FYD a 911E 9LL 9LL 9Ld. ,�, \
Sheet F w«k A .f wows /Mn real,e tie I mJ I>a 1 m.1°.°t 'aroag.a re- 1 I,ILL �- ,,h,,,�1, nyL 914 nLa.� �G - V fr •
rea ,n as m. m in .min m con/n 5. thSilteta sl,pefebe inspected u.lande e ,i. 7 \ \
\ CD ' \ \ \ 1 I 56
°( I A( ` h b permanently II. J4. JLL ilLc edit. ]VIE .ilk
1 \ \ \
m%mJ vmimr vlmim> vmiml vmimt re has eenp mane yI fl \ , \ \ //
roEEEorvEnATE t,t,Pi>n,n SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION
DATE: PAGE: DATE: PAGE:
DATE: f . - -.- Filter Fabric PAGE
weelPwt� 8'Max Burnam Strength fabric with wire fete "A" '•g'• "C•' ••D•' •'E" •F" _"G" '•1{" I/
Wire Fence wire Backhll trench
and Compact
I� �111 �� 'r
( 5'Sex.&dm strength fabric tow�I� � steel Post �� thoroughly 4 T T 4 1 '� ' o 'P �' �4
,,hh 1 q House 4 Jl ll SOUS House 4NOUS House QPI°etc or �"/�I■I�'I )to d' UMeP< �' , „04, AtvitQ� 'b AM,core ilea 11�1�11 jC8G` n R. _Ro. AY _RaAOWAY -Rio. AY
HUA J ■ lu v4. eJ 'y ' '� e /w"°`ea THIS PROJECT IS IN A HIGH-QUALITY
rI All �v dajtjt y y y y o,_ WATER ZONE AND ALL REQUIREMENTS
1 ♦♦♦ ♦ ♦♦ ♦♦ 2 rein e�in R. LCu ery `EocE or tune w. .�.�.�.�.v.� AAA.iv�a_
Notes ay,N REGARDING SENSITIVEAREA
L� 1.If needed,Tree Protection fencing should be installed along Me buffer zone wetland , WATERSHEDS SHOULD BE FOLLOWED
1 Eller Fabric / boundary and/or around protected trees providing a radius of at least125 feet for each +�K INCLUDING 7 DAY STABILIZATOION.
1. Constmot Me sd'ment Dearer N smndam strength or extra strength synth.°fi fabrics. inch tit trunk ••' a Mn �v'�Y'�`S�i IIry��`.`�p"�.'tit
2,Ensure Mat the height of the sediment fence does not exceed 24 inches above the ground,(Higher fences CROSS SECTION LEGEND 21 II S'IFnceO the elevation saes of each lot Install S'11 Fence Outlets shown On , 1f '�
m,impound Ne ore) DIRECTION h t Id gra tlfield adjusted,ins ssary,for placement at loW points If lots are
waryhefiltelabcfroma continuous roll cut to the cunt sufficient talcs failureeingth of Me barrier to ,JI ins.When joints are contiguous and have different land owners or builders,each lot should have individual Silt ;� 4lY od'
s can securely the filter cloth only at a support post wiln 4 feet minimum overlap to the next post. Fences.
4. SILT FENCE
"SSuppportstanM1ardstrongrt,�nl,fabric byy wire mesh fastene halm of Ne tr,ce.Fasten,securely the uwltueSiSof the pwm.Eeend Maintenance: ® 3.Install requiredSilt Fence within 10 feet ofproperty line to ensure there isnoconfictwith � General Erosion Control Notes
Ne wire side oftnetencepaap�ne or plastic zip gas snouts have seminimums0 pound e wire tensile stre tidal en fah.on s p p Inan ortgretn rainfall.Melkeeanyrenarear ogre mmeafe ey ENTRANCECONSTRUCTION septic system.It is the responsibility of Me builder to ensure the installation of sediment Construcllon: Maintenance:
5.When a wire me, a minmum of pa. PPo should he driven e.mar,decompose, CURB INLET control measures aces not impact the septic system and Perlet rea(s). 1.Clear the entrance and exit area of all vegetation,roots,and other Objectionable 1.Per NCG-01 inspect at lea.once a week and after each l inch en 1.Only the show shall be disturbed.
wrelynt0 the ground a mnlmlmo used,Inches. or or become ineffeNve.reep�Iace Neaass,New 4.At least one Construction Entrance/Exit is to be installed per lot. material and properly grade it. greater rainfall,make any required repairs immediately. 2. All disturbed a shall be grassed and
Extra strength filter urery 5.Waste bins and other areas dedicated for managing building material waste shall be at 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 sediment mulched o s possible and maintained
a fasten
ththe filin<r fabric directly nto posts 6 foot Wiireoror�plastic zip ties should have a minimum of sO pound tensile a least 50 feet away from storm drain inlets or drainage ditches unless it can be sheen that loth it. from leaving the construction site.This may require periodic until pemenent cover is established.strengo
O other a Hornet!,exists.If this separation cannot be achieved,these areas must be 3.Provide drains t0 car t to sediment trap other suitable outlet. t0
approximately
4 inches wide end alnmes asap along the proposed line of the posts and. fence,Take care to,old undermining the mote outing tie carry water olio pare Immediately
wetece all stone.
no
behind Sill Fence. 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or
up Place
12Inc en of h,dl 7.Essay-meths trench . Me trench. and bring Na area to grade a,stabilize it afterme contributing B.Inlets downstream of disturbances should be protected;streets should be swept when subject to seepage or high water table. tracked onto public roadways.
9.BaeaII the snasnennlh sal placed over Me elmr fabric and compact Thorough compaction of the beckfill is drainage area has been properly stabilized, sediment from the construction activity is present.
critical to ..\NC-En yiron men tel.jpeg ].Deans for Slit Fence,Silt Fence esienOutlets,Construction Entrances and other measures are
1oDtmwamdfilferbmtroex g provided on additional sheets.Erosion and sediment control details are not dawn to scale. CONSTRUCTION ENTRANCE/EXIT
k_k - t't2i2020 TYPICAL LOT LAYOUT WITH CURB AND GUTTER so.,,
NC-En r�ma t°I.1pe9 SILT FENCE
SODDING THIS PROJECT IS IN A HIGH-QUALITY PAGE 1 of 2
WATER ZONE AND ALL REQUIREMENTS
DATE: PAGE: REGARDING SENSITIVEAREA LOT EROSION CONTROL PLAN FOR
--IN AU/100E1,EO IL 4 MIN. FENCE WATERSHEDS SHOULD BE FOLLOWED
/a _ mnmreNANceorsRoslon AND scoLme,vr sAscmcseon Loy consraocnoN vgn. INCLUDING7DAYSTABILIZATOION.
OVERLAP. ONSITE HOMES, LLC
I I I I I I I I I I I I I I I I L I H I111enction site.
D m a1� t rain011.inspect rre<aanfepDl< a l comma.,Entrance-The gravel pad should remain in a condition to pm,.mud or�d'°°6°mom° `�°�� ""`° :MDrx"""°""� GROUND STABILIZATION
SITE AREA STABILIZATION TOTAL DISTURBED ACREAGE: 1.11 ACRES
SDI Fence-Sedimmt fenc,should he inmected at least once a week uld after each rainfall event.Any repairs should be made immediately,
TOP OF SILT FENCE - « , g< ,em<anae, p n<n,�,n«°« �7.7
`°""CiL°' DESCRIPTION TIME FRAME EXCEPTIONS LOT n5sin,e<a.rak<<ar<m notana<�esnlea an g<<ean Ito<:,ta. PERIMETER DIKES, 7 DAYS NONEABOVE `t.JHEWAB aT i ...Sodding-The sod should be properly maintained to insure 11141 Me grass take lid.in the areas not.<tnree.tIleoc taintedSWALES,DITCHESto maintain adequate moisture in Mc rout zone and prevent dormancy alias sat Ole sod G R ETC H E N PINES
STEEL FENCE POST 1 6. gyos,and stabilization of the root bed.Ile sod should be hmed and reitilized as per soil
HARDWARE corn rnvdl VIEW - '\ eGrassing na,ere reseeded.Mu possible, rein ram permit Mhould be b,d,m properly
fertilized and type recommendations mowed as ne�eimrerarrea s sae a n. µ &SLOPES
WIRE FENCE Ns HIGH QUALITY 7 DAYS NONE
BURY WIRE FENCE. Once.grassing has been placed.Ne area should be maintained as needed to insure Nat all ar,are
WATER ZONES
properly.FILTER FABRIC, u repaired. HGW> PHASE 3
WASHED STONE FENCESTEEL ctoTH NTRENCH gm or`P.M.'S.. Y _ I IIII� SLOPES STEEPER 7 DAYS IF SLOPES ARE
ERoF 67 APARTIN, AND HARDWARE
Berms-Diversion lbeinspect,weeklyoraftereacnmwfrprodu producing am.,irethattheyareo .as designed KNOW" ow e"meslIlIo°
a „gel ���AIN THAN 3:1 10'OR LESS IN
NTDaGLmGRaaND LENGTH AND ARE MINERAL SPRINGS TOWNSHIP MOORE COUNTY, N.C.
GROUND NOTES: Am
ASTxESODIS ME NOT STEEPER
1.Hardware cloth and gravel should overlay the silt fence at least 12 ,pp rim e<mi,.iM th<nm,mourn., WITH THE ,an. xi.lral.
noise. ea pacted.afp<ietyminsurethatMebermremaina place during gone courseefMeconstructionactivmes, AaanDn THAN r1, 14 SCALE: 1'= 100' DUNE 2023
o°)' \ C Stone outlets should be laced on low elevation areas of silt fence - - APPEARANCE OF GOOD SOD DAYS ARE
dRY ana based on field condvons ours a s ALLOWED
MAINTENANCE,
^ SLOPES 3:1 OR 14 DAYS 7 DAYS FOR
MOW WIRE FENCE AND 1 Per NCG-0l nspectoutlet at lest oncea week and aftereach l inch or �^ FLATTER SLOPES GREATER GRAPHIC SCALE IN FEET
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event Complete any required repairs immediately. tdepos;s I/I REF.
2 Freshen stone when sediment accumulation exceeds 6inches. functional aRemovedTHAN 50'IN -100 0 100 200 300 400
3.Keep mesh free Of debris to provide adequate flow. adim<m anallb w<e..,m,i, p, in.een y line sm,mri,i i.ere, , memo, y na°r.anr. oosm
LENGTH
SECTION VIEW 4.RemReinforcedSiltFenceOutletRemove sediment when half of stone outlet iscovered. _ std..deposits as necessary to proode adequate storage volume Or Me nexOam to Sane `"'�"°°'°"�""" ALL OTHER AREAS 14 DAYS NONE(EXCEPT
NC-Env et dui 5.Replace stone as needed to facilitate de-caterino. smexuia °wezmorur WITH SLOPES
\ keq v na,ia x ah s r.r FOR QWME ZONES)
and n after the contributing area has stabilized,
FLATTER THAN 4:1 AND HOW MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C.
�r.,�ana.r� ,,n,n SILT FENCE OUTLET x properly
PHONE [phone] FAX[phone] License //: F-0106
LAST SAVED:5/12/2023 2:03 PM LAST PLOTTED:6/12/2023 3:54 PM PLOmED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\ONSITE HOMES\20-2724-02 GRETCHEN PINES-EC\PLANS\EC uncrenEN PINES-LOT 45-eePRESS.DWG