NCC243514_Site Plan or Location Map_20241114

1 \ �✓ ✓ _�/� / -� 0 `•� — — I / /// CONSTRUCTION SCHEDULE
ell/ \ \ \��/ I / / // / ( 1.CONSTRUCTION
aB TIO I a 1 1 eme o d saalment Control S 1 a a eartlamte of Covers
401 / ,.../' � \ � V P ram P aPProvae i P& Pwmt co„,,,
�1 /��� / ------------------
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, (CAC)must be obtained before any land disturbing activitiesoccur,A copy of me BMSC permit,me CAC and a hard copy of the
(((///���\\\ plan must be kept on site,preferably in a permits box,and accessible during inspection.
111 ' \\ - /f - r- �.— / / / \ \\\ —� \ I I I I ' \ 2.Install gravel construction enhances first,then silt fences,reinforced silt fence
/ `� I\ / / I \ wleLv and wattles.
3.Finis clearing and grubbing any necessary areas on the for as may are started.
r( // d.Begin lot grading eod excavation aztivnnes
• o$ \, \ 1•� IF ( r \ /^�\\ •
\ / �/ // s.Begin nr nonnnne with novae wnawcrinn acriviaea.
a • \ \ \ (/ \ /\ \\ \� I J ].F isheNll'o gn Eged ngEP LSend hO se5 euLevcptioa AIORp GREATE not R)
nubedMUST
fer Bdays ne ds to E MATTED. O DIhave STn�D ary oSLOPES�O
�%' IOIe1SON MI rite. 6R-1 \ \\ • _ J I' \ \ � 1 I/ / / ) ) gmundcnver ins ailed.
- \ \�� J _ �� \ v / 8.Ina IldrivewaYx, Ike and Patios.
�— ` \ \\\\ / // / 9.Begin Megreding of lot azeaz
4 \\ �� / _ •\ J / / 10.Firiel gassnn&mulching and smbilizing of lot In met,[cases this will involve me installation of sod wmelot.The silt fence will
th
\ ��\ y I 1 \ �1 / / / rema in mom the lot is anaaea or grassing is stabilized and takes hold,
\ \1 \\ 11.The wntmttm anon conduct self-1 of Me erosion and sedimentation wntrol measures and Compete me following
/ik
\\` \\\\\ ` ` / 1 / / ` \ / �� 1 / / // combined self-inspection form found on the nEMLawebsite
•
\ \ • �70 // hnpsl/wwwbineds loins ection ioimfound onmineralandI andresourceslnormwerr/stom�weter-program/nudes-conswcnon-program.
\\ \ �\ \\\\ • \ / / y� �I /// // Twelve months of wmplete inspectiw forma shall bekep[on site and available for inspection at alltimes.I[ierewmmmdeda
\_ \ �\ \� \ +�/ / J / w2 I ` / / NCAC 04E.0504 Generalbe kept in a permits bP srnnRit NCO 010000 SPURS TR ConslrvetAoo Activities,
lSA NCAC 04A.0101 through lsA
\� \ \ \ / I I �/\ / / / Iz 01.
sex-inapem m�rr and aeaimwm control measures are to be pert rmea at least once every seven calendar data and
_ \ \\ \ \ / // \-- / // within d.hours C me went...Mined
man 1 inch.Any needed co repairs shall be moat immediately to gauge
meamres las
e
wri
\ \\ �\ / I / deslBrea.All E6C measures shall bemalvmined as specified m me construction details on this plan.A ram Bangc shall be installed
— \ \ \ �p ��•�( / / 4J /7
�1 \\\ �� �\ \� •'/ j/ �� \/// //� \�'/// / Insp.After ENILR informs theepemt.When ofththe projetiscse out,,aM1e permit.onreport,hepert DEMLshall RIo close out me EffiSC
\ \ PIan.AHeriNCGO ito sub mepelectreeofinepmjf Wrmiseou4(e-NOT).A$mPnatne generalp mitfevisit
£ "dafucgovMCG01"msubmi[au electronic Notice of tmmiostion a-NOT.A SI20 annual geneml lxrmit ke will be charged
�sm \ \ \ `l \\{ /� J�/ j// / _ / / J \ I ^�\ // until me e-NOT has been fixed out.
i.
o t� \ \\ \ `\\ �\\�— �� / //// / / / /// '\ 0 �j / v // / ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
ROCKFISH ROAD sx 14a \ \ \ \ \ \ / / // / /\ NCGS 113A-54.1°IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR
\ \ \ \ \ `\\• /// / / / / / / //� ANMPLETED AS AN EXCEL ALTERNATIVE 5 TO MAKE NOTATIONSON THE COPY OF THE APPROVED
\ \ \ \ \\` \ �� ` \\ v. I- /� / // / / / EROSION AND
i STEEP SLOPES EXPOSED DURING CONSTRUCTION SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A
IIP ��' \ \ ` \ \ \� //// / IZTS SECURE SADLPPROVEO MATTING. / ~ // /// NCAC 048.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY
Y � / INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
IV' \ J \ ��. \ \\ �/ // / NO SUBSTITUTES!SEE DETAIL�GE 2 / / \ I / / ///lill
SITEo /// // E SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
exxlePt cxoacxxoAn a- \�/ / _ \ () \� / / / / CONTROLPLAN.l DATNGANDSIGNING AN INatillTNREPORTTHATLISTS EACH MEASUREPRACTICE ORDEVICe / / / / / � / / R RCED / J / \ ( \_VICINITY MAP / / �/ �� �S' T _ I ` — �—
N.T.S. 21/ \
/ /�i/� I I 1 I �/ // firSILNFENCE _ / J �_ — \ — � _ GROUND STABILIZATION
/ / / / / STEEP SLOPES EXPOSED DURING CONSTRUCTION / /� OUTLET � : ATT \ 4O /a \ SITE AREA STABILIZATION
EEEIII / / EXCEPTIONS
/ / MUST BESUBSTITUTES!
SEE DETAIL
PMATTING. RII�FEMCED / / k`�1 ' /7-
\ DESCRIPTION TIME FRAME
II\ NO SUBSTITUTES.SEE DETAIL PAGE 2 ///VVj //
UT ET PERIMETER DIKES, 7 DAYS NONE
/ / / / ` �— T° �O / - SWALES, DITCHES
(/ REINFORCED /� 4 FENCE"'
// / \ `26=�yETJFDRCIL , O �� L'4 81� Sa" \ \ \ / &SLOPES
/ l\ \1o2m',Sit+FEN Oy=Ley. , d ce\-✓ /EM ^ HIGH QUALITY 7 DAYS NONE
/ / ( ( �4v Ttp0—OLLTLE \ `� ��• ATTL\\\ , ,� / / \ / WATER ZONES
DATE: PAGE: I mS'F r- �l1` VI ':1-,,,SILT �1' �� \ /
SOSs / a -n - mar« WATTL��, I \ SILT S 5 Z / / SLOPES STEEPER 7 DAYS IF SLOPES ARE
_. - \\ \ �\ fit, W L IVd ENCE Vi Mr ' / / (HOW)
« II L sit-Sock/ _ _ \dog SILOU ER /m f/^/ ,L WATT I `F XV "\ �- — / THAN 3:1 10 OR LESS IN
PLow'-. MI ` \ 1' 11 V z�2
( �� �•14 �i r�Y REDS / / \ / LENGTH AND ARE
12. o es n I II-IL, x .deform. I SILT f / SILT FENCE / NOT STEEPER
II Stokes k M ' x 2 �s do 1nm REINFORCED �� SILT ENCE tilt FE WATTLE DAYS ARE
WATTLE \ y�l !r OUTLET
Stakes m 1 SILT FE i THAN 2:1, 14
a.a minimum of 10 feet beyond the toe of a \\ -OrTLET \ 7 -i _SECTON SECTION r/ a \\ \ \ REINFORCED \ 48 LT C �tk -���CONST UCTU� e� 126 �� 214 / / I \ / / / ALLOWED
flat areas should.lona.at rbe edge of NNN � ATTLE SILT ..,
land disturbance...ends of the siltSILT FENCE l• WA FENCE \t'x'y ENT CE
OUT eaeL FENC N— / SLOPES 3 1 OR 14 DAYS 7 DAYS FOR
lO a ''O d 11 should bet.. the
N \ �j4 ET 49 :�.. ENrRA�r cETlo= 125 `` FLATTER SLOPES GREATER
prevent runoff from going around the end of fl- \ f-/ 216�
d. \\ -lFEINFORC SILT---7/ /) / �� THAN 50 IN
\ ��fi— FENC �\ °�\ SILT FEWTE / FENC / \ / \ LENGTH
II� BU CE
W socktvetne,Stakes should be placed at a \ \ qq�, WATT� 4 /•F\\ ` •
\ 218� / ALL OTHER AREAS 14 DAYS NONE(EXCEPT
rrerich ri maximum interval of 4 feet or a maximum-q - inch zjB EENINFORCED \ 5 '` r� ATTLE .' MAIL q2� / WITH
SLOPES FOR
FOR PERIMETERS
Wood Muth or tom st gwnna 4°Mn \ SLUFF E Lt FENCE .+;: KI• K \ - / AND How ZONES)
To 1/2 height of log s. e(TRENCHED INSTALLATION* sods..are...a. i)h.m \ \ \UTLET •'� �•.ATTLE O - NFORCED ENTRANCE TION //
�I�-q� \ ES
uxTRErvcHED NSTAunT ON a...�..amµ m.°.="wrwm.,,..m,.w,,, \ \ /�eri_ •�•f � � +ice O.t SIOURETE •f� ` 1 /
ISOMETRIC eve. \ \zn (: 51 �� /t � 4�ILT�.6yt " Of��j�z22_ -� / SODDING
SOCK NnAL FLOW RATES 1. pea N fir \ \ �eart 1 Inch or greater rel.,Remove ' SILT CE , ry WAI ♦\10 FENCE ATTL / Ys \ /
Mum caavosT m OO A ONSTRUCTION
firuneenmea Socks aea To ere canpcaL sxx .zoo (It,nrn to ncn ze rcn a^Tm0" z must a \ \ \QO SILT ENTRANCE 7 ` —_ --_ _— -- / // 7 ,..,...,,,i_.
M \I
P,mg omwn Demeter gym) (xo„m)(lit)(Sam„m) ) Ms./Wattle G SILT
`EF NCE 11 T 224
\ J
ir
snap Flows t Nexk,um cope soo reel Pse rest t Oro t 300 lreeo s, al art becomes excessive, 224� Lot Plan O F N E �" /
Sat B''`II/ ism(axJ net,m) (us m) �p SILT / // enco mutt,MMNa PEces
w°nknrea '',f t (;�ml (� ml ( m/ a \ \ l`'.� FE / / 220 / / /
'W; :" i;;" 'c;aa" 'cza" 9ojL I 6. maaanrehaa 9" °a the emcee e \ m i \ \ �\ I , — —\/ l — os
LrSILT SO n a B tt a amA.,ama
11"11
n"t anc a AM TaE
m m) /mSml m m, m m, IS/m, perm remNm MI d53 a /2 Lot Plan Uw I \ \ / �L / -CK/WATTLE FOR PERIMETER AND INLET PROTECTION t /
DATE: Wire rent Filter Fabric PAGE: \ _/ / \ — / / /
fr Max,S.nelard S.ngthfa.with wire fence -
Steel Post 6Max.Extra g me without wire fen Wire Fence Wire Dock.trench \ \ \ \_ / / . 1 ul
Steel Post thoaroughlyn` \ 54 /� / N \ _ /
p. Plan 11 \ i �p / »tu vow in.nre SOD IS
AI Ilk
Plastic
`i ea or
f
tam Upa en. \ Ii \ �i / / / /s"/ wT"T"aVitaFirg- w000rASTM °"``" "m":al. No.,E"te \ AFWNCE OF GOOD SOD
Nv
LSSn N w \ III
f :alongthetrench 1i °,a 05 �u5ro / Il V9ull� .. e
I Ater Fabric a \ 56 I '~ \ \ \ r er
Construction: CROSS SECTION VIEW Lot Plan t concha the segment barrier of standard strength or extra strength synthetic to
0 ' Iy
2 Ensure martln height mine sad'mem fence dces norexceed ( �G�� f oaxaawmwr m fences it I" \ / / 230 I �n,a�\— Jf n.«nw
maympt Metter grwakrsulnoemewase...allure err 1
.-. red
a.cgnmrvamecmrebstnMe.cl.aramemaa . ... joints are
necesmwsecureNength ltefmrcrim onsets wppened - tee next post.
d.Support ewire standmesh umretgm filter fabricof the trnKahrastenth sawmyfo me upslopeentt sidenfa Df the,on the unto rim 1,Insp.
[7 Ct
the wire mash of trench.Fasten the men mlx'nenme upsmpe t. nsnea sediment fences at aver Becht LorP14 I A • /
mdemmeferiw tensile sire.. -rimer immediately, a eG General Erosion Control Notes
s When awire me spvvoda should he amen z.snood fabric a a sediment fence collapse,tear,securer intom aminimumr Imo. or been decompose,
""O -- �eG 1.Only the
6 Extra amen eagtth filter wit.foot pot spacing does not require a wire mesh
to posts. supportfence.sawredv adequate -\_ areas shown shall be dsturbed
plastic zip net, d have a minimum of50 pound tensile s.rang pressure on me - / r 2.All disturbed areas shall be grassed and
fence.Take care.avoid undermining me fence during 5: mq mulched a s pi ssble d maintained
r.excavate me. Iapproxlma.ly 4Inches wlxan.inches deep along the proposes line or me posts end closeouts Lot Plan J until pemanent cover s established.
fencing maw.and unable sediment ere.sits - / q
8.Placep12fiahes the barrier.
along the bottom and aloe of me trench. ;a aroma ar.to grade and stabil.it me coonumg 2
O.oritl.o etrench wlmwdva over filter and compact. a compaction eme batkfiu.a drainage area has been properly ambiliaed Z
°aNwlmatferiwpea�mariw `�" `° 59 Iw /-----\,,__ _ __-
THIS PROJECT HAS SLOPES
NGeErvfir,feeanmLjPegSILT FENCE �t`lanI I= I THAT ARE 8%OR GREATER
FFFFCJI,FL.F1.f,rf� ; rCO \ �� STEEP SLOPES EXPOSED DURING
T TT�n 230 30 L� j CONSTRUCTION MUST BE MATTED
DATE: - PAGE: PHILIPPI CLiT T���RO�� r PAGE 1 of 2
MIN. FENCE
�� SR 1422 C TOTAL DISTURBED ACREAGE: 5.62 ACRES
LOT EROSION CONTROL PLAN
\ LOTS 41-59, 108-111, 125 & 126
MUST BE AT TABOVE THE HE _ — STONE CREEK
STEEL _ — — _ _ PHASE 1
WIRE "TM •
HARDWARE CLOTH FRONTEwFILTER FABRIC,
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION FOR
FILTER OF WASHED STONE _ a l~ CLOTH IN TRENCH DREAM FINDERS
Si FILTER FABRIC NOTES: INTO SOLID GROUNDGeneral-All measures will be inspected and comet bons 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
z6T ON GROUND 1.Hardware cloth andgreveI hoPART MuIdoverlaythesiltteve leastAi2E Tel 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
IS inches. Gravel Construction Entrance-The ravel ad should remain in a condition to prevent mud or sediment from leaving the construction site.This ma 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
�°e � g p p g Y q ° top
g p y p ry' y McLAUCHLIN 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. Slit 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 SCALE: 1"=100' OCTOBER 2024
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.
oP 1.Per tCG-0f,inspect outlet omplt lest anylelewreoCAlsk and immediately.
tely. Sodding The sod should bemaintained to insure that the take holds in the areas being secured.The sod should be watered as necessary to maintain adequate t the root zone andprevent dormant of the sod.The sod should not be mowed to close,since this could inhibit adequate growth
GRAPHIC SCALE
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event Complete any required repairs immediately. q- Dot properlyd. grass glotionry qua.moisture in dormancyqua.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.
s.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 = M
SECTION VIEW 4.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-Envh entotipeg 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 )
rr -, • I 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 gF-0106
LAST SAVED:10/B/2024 11:40 AM LAST PLOTTED:10/21/2024 7:51 AM PLOTTED Bl.Dennis Gilbert FILENAME:G\CURRENT JOBS\H dr H CONSTRUCTORS\24-136)-0B STONECREEK-EC\PLANS\STONECREEKEC-LOT541-59.106-111.125k126.DWG