NCC240333_Site Plan or Location Map_20240209

roR \i i-- - �j/////\\\\`\\ CONSTRUCTION SCHEDULE
\ 1.Obtain all necessary pewits and plan approvals.Erosion and Sediment Covwl(EASC)pent(and a Certificate of Coverage
W. /�� ^ \\ \\ (C.)must be obtained before any land disturbing activities occur.Acopy of Me EASE pewit.Me COC and a hard copy of Me ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
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\ plan mgrabe construction profanesferably ins temmh box,encand eccescedsille tfence inspection.
9 ® '46�o ° �� �� / �� 2.Install gravel construction entrances first,Men am(cures,reinforced silt fence NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR
N. q0 / \ \\\ outlets and wanes. COMPLETED AS AN EXCEL SPREADSHEET.
_ �2az /� 3.Finish cleating and grubbing any necessary areas on the lots as they are starced. AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
(/ - 4.BoH I d d excavation activities EROSION AND
A o v4 \ / / // �_ \\\ /� �_ /� &,n of grading an
// \1 _/ S Begin orcwuvue with house wnswcrion activities. SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A
.� \ \ /- - b.Finish all rough grading and house conswction. NCAC 048.0131 STATES THAT'...DOCUMENTATION SHALL BE ACCOMPLISHED BY
/ / �� \ \ / l- -� �� �/ S.Install combined
self-in walks spection
and patios. INITIALING AND DARNS EACH MEASURE ORNTROLPRACTICE SHOWN ON A COPY OF THE
//// / B.Begin fine grading of lot areas APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
U Pd, \ \\ / /�� //^\ \\ �_ /^� 9.Final grassing,multrM1ing and aubdiaing or lot.In most cases Mis writ inwlve the instillation oewa on MeloL Thesilt fence will DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
o 4. ° II I \\\ \ / /� / // I I/ 9 \\\ ,..,._\
/' - j remain m place shaluntil onduc lot is sodded ctionsofte rosioi and sed takes bold. PRACPCE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
/ ��/ / 10.The contractor shall selFivspwtrars of the erosion and sedimwtatlw control measures and complete tlx following
11
�� CONTROL PLAN.'
b \S5 / / wmbyme colxmaPectian row Matra On Me DEMLR weEaim
baps://xww.deq.ne.gov/ab°ut/divisivns/energy-mineral-and-land-res°tines/stormwatertstormwaterwrognMnpdec-wnswcrion-program.
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f/ /` Twelve movMs oCcomPlete inspection[shall be kept on site ana available for inspection at all times.ltur«ommenaaaa
11 A<Oq, \\\\ \ \ �j / / i / / / I \ �- �/ �� \ �/ NCACcopy 0.- p General
u NOG 10000 EMUS for Cons113A-34.1 through GE.11(ion Activities.
ISA NCAC 04A OIOI through lSA
L \\` _ / ILSI p4 end col trheperformed I stonceevenaevencalendardaysand SODDING
_ 'hi 24n r e f n run. needed repairs shall de immediately m maintain measures as
R--J�, SITE Ills` \ \ \\� //// / L- dsiged0Jl SCmcasurcss titian n nWa specified inNeco o- tiondtailso Mispl Ar vg gessllbein lied
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at Me project site I'or monitoring.
yJ'0"*> bS W ill \ �\ \\\� • / / ` 12.Inspecrion and anal acceptance letters.When Mepmlwsiscomplete,Me pewivees shall contact DEMLR inclose out the RATE �� PATTERN.BUT.IE STRIPS
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II \\ \\\�\ / / \ •Usq. govVCG0bmitenelectronicNodceofrowmanoa(trN01).ASIOOammelgeaemlpitteewillbechargpl---) / \ until Me e-1:01'has been filled out. 00 NOT LEAVE CPA...Cro
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$OLD WnaB1roAD sR+Les soLowtaf.ROAD SR-acts \ Lot Plan 1 \ \ 1 \ \
VICINITY MAP �, z I „El 2 / \ V ihilli. -er2m
N.T.S. Lot Flan ROADSIDE DITCH p / \ [ - yntr.re.MID MAD
�- \ / Lot 3 n R./ \ �,� amsyaymn.r
DATE: PAGE: ,) c N _' x.
�. MIN .{ FENCE 1, _: ExTR N E \
�sILT ]DA HAVE BEEN INST L ED WHERE "te;s 4?
PIPE HAVE INSTAL ED ��`' 4
(TYP CAL ALL LOTS) Lot Plan
it II II I;1 ®� "°"°�`°" 5 ll�)J�rvroRBVEWAY Lot Plan
ABD ETHETD DF ENTRANCE N� �N
t s / CONSTRUCTIONROADSIDE DITCH tr.-;� � ENTRANCE G DATE: PAGE:
'1111
TOP OFSLTF • JOINT DRIVEWAY V )
MusT eE AT cnc ENTRNCE ./ Lot
TnE wnsNEDs NE / 16 CONSTRUCTION
STEEL FENCE POST V ROADSIDE -
JOINT DRIVEWAY LIMITS /." \ "A" "B" "C' "D" "E" "F" ,G ••„••
/ CONSTRUCTION �)CONSTRUCTION / Ip� �r
WIRE LIMITS Lot OPlan .,',� hl ErvrNANCE ":-' / rlf u u I P-p . . I� % I 7, e %
HARDWARE CLOTH N mOxTYI� NBC./ is ROADSIDEDITCH/ ¶ I l I
Lot Plan ]DAY GROUND Ca ER IN DITCH WHERE FILTER FABRIC. ENTRANCE PIPES HAVE BEE,INSTALLED R HW R R W 1 .NOus I �G HOUSE MI NOUS HOUSE I
IFILTER 0,67 B LCLOTH IN TRENCH D I o14 Oe � ®CI (TYPICAL ALL Le S) 1 i �1�II
wnsneo STDNE .rT , NTO SOLID GROUN / LDt Plan w'1' ._. _.� L9 t� L. `. L. �`E.'� u J L.a�
of4. I oN DaourvD NOTES: y STEEL
N. AN HARDWARE J
/ D / ,-'' CONSTRUCTION I'M AL,.-,J mil AY , -RUPO,- - - AY AY
1,Hardware cloth and gravel should overlay the silt fence at least 12 / ROADSIDE DITCH r LIMITS \ ' -„a� -ROADWAY o� � Inched. pt 3 JOINT DRIVEWAY( ioy, ♦ //-\ I1rRo.,,AY
.....:iiL:o a.°t'::11I` 2.Stone outlets should be placed on low elevation areas of silt fence / / L9t Plan w „cE ry Lot Plan N \ / - `CURB INLET
or cuae Notes:
IURY and based on field conditions. / '�,1/ / /// D c LEGEND 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland
BURY WIRE FENCE AND
MAINTENANCE / 12 At U J boundary and/or around protectetl trees,providing adios of at least 1.25 feet for each
of 1.Per NCG-01,Inspect outlet at lest once a week and after each l inch or / / e/ / 1Jo� / \ / inch of trunk diameter.
HARDWARE CLOTH FILTER FABRIC IN TRENCH •greater rainfall event Complete any required repairs immetliately. ^, Lot Plan $ 1 I 2.Install Silt Fence on the low elevation sides of each lot Install Silt Fence outlets shown on
2.Freshen stone when sediment accumulation exceeds 6lnches. / / �. \\ ,Y CONSTRUCTION
Lot Plan DIRECTION schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are
3.Keep mesh free of debris to provide adequate flow. / CONSTRUCTION •• nC I contiguous and have different land owners or builders,each lot should have individual Silt
SECTION VIEW 4.Remove sediment when half of stone outlet is covered. CONSTRUCTION AB LIMITS �\ / FLOWFENCE
5.Replace stone as needed to facilitate de-waterloo. / LIMITS Z \\ �\ SILT FENCE OUTLET ® 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict with
„\NC-Envir ai!nu,jpeg �\ 9 cONR0000nox ENTRANCE septic system.It is the responsibility of the builder to ensure the installation of sediment
J SILT FENCE OUTLET / \� \\ Lot Plan CONSTRUCTION CURB INLET m control measures does not impact the septic system and repair area(.).
N------ / / / \ � ^C^ LIMITS J 4.At least one Construction Entrance/Exit is to be Installed per lot.
\ •C',:,6 ROADSIDE DITCH222ggg���� / 5.Waste bins and Ober areas dedicatee for managing building material waste shall be at
A:YBON / least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that
/ /I T DRIVEWAY m..
CONSTRUCTION
UE N uc DRIVEWAY / o other alternative exists.If this separation cannot be achieved,these areas must be
\\\ ExTRAxcE contained behind Silt Fence.
/ ROONo e •{� \\\ 6.Inlets downstream of disturbances should be protected;streets should be swept when
/ CONSTRUCTION Sin T DAY GROUND COn�ER IN DITCH WHERE sediment from the construction activity is present.
/ LIMITS 11 ✓• \\ PIPES HAVE BEEN INSTALLED ..\NC-Environmenlal.jpeq ].Details for Sill Fence,Silt Fence Outlets,Construction Entrances and other measures are
Lot Plan UC \\ \\\ (TYPICAL ALL La S) �� provided on additional sheets.Erosion and sediment control details are not drawn[o scale.
\` E«ErT�vE DaTEt+�s2/2020 TYPICAL LOT LAYOUT WITH CURB AND GUTTER
DATE: PAGE: ...ow,
/ �/
Slit Sock/Wattle Silt Sock/Wattle / / \\\ \\\ �� ��
\\\ DITCH / DATE: PAGE
'12 tan 2- 2 12 If I d.__2 "-2 11. 32.. s sodvWeaMtlen oudsbtnMmue Mtncompost \ ........ . 2......›....
,0 plan \\\ \\\ /
FLO �Ipr.toe. PLOW �I / / /
e In sin sort.or
he desired
Mich
�n Lot,De \\\
" /
�I "= Stakes ' Slakes / / / \ \\\ r -
�� f ONSTRUCTION \` \ ( I%'
SECTION BEGnDN beyond Oat areas should be looted at the oleo, GROUND STABILIZATION / / / / S� "\ 0\ •
lary disturbance.T.ends of the sin SITE AREA STABILIZATION / \" \\\ Oda •
U y EXCEPTIONS . \\\ Q- •••e
A,Ma+ �D a,Ma.. DESCRIPTION TIME FRAME / / / \\\ \\\ J��\G / • •••-• � ,
sat t j PERIMETER DIKES, 7 DAYS NONE �\ / Q ••••••0• �mJa
III, III 4 sa.attle.S.kasMould be placed Oa SWALES,DITCHES / \\\ - -
W W cum Nw &SLOPES / / \\\ `�\ \ i 1 1 1 1 1 1 1 1 1 1 1 � "
maximum interval°MI feet or a maximum interval HIGH QUALITY 7 DAYS NONE / / / \\\ ,\\\ ( I••••'•••1•••1•••
Wood Mulch or Com st Te.ond'n4 Mn. h WATER ZONES / / \\` \\ c__ •'. .. _ ••1 1 1 I I I I I 1 1
untesxoTeo'/2 height Of log a. - lie. (HOW) / / - \\\ p / ,.-•-•-- ; 't k
INSTALLATION v=w.ymy,w.eE°. cos - o SLOPES STEEPER 7 DAYS IF SLOPES ARE / /RENCHED INSTALLATION. sociontryies are used on pavement)heary \�\� \\\� , o"^" • •. -
saMETRcvEWsolocloret.to hold it in place during runoff THAN 3:1 10'OR LESS IN / \\\ \` \ / i*4I -•i•N sow
+. LENGTH AND ARE �_ ' / / \\\\ \p 7WWWr N'o
COMPOSTS.<IS na now RATES
NOT STEEPER / \\\ !
THAN 2:1, 14 \\ �
tar unae°enea s°Eke Pmtydea D»Da Drama« a^R0' (eaa gym)(iso gym)teoo nm> hS^) z. ynlymunby ryvlawe nvOggeaor DAYS ARE - �� \\\ \\ conawmw: Maintenance:Sheet Flow-N.-
1 m m a. ALLOWED / \�\\1 \\ 1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1,Per NCG-01 Inspect at least once a week and after each 1 Inch or
sum°Oak xL»eu I zzi (mrmi lou mi a SLOPES 3:1 OR 14 DAYS 7DAYS FOR \ \\ material and/Cam properly grade it. greater rainfall,make any required repairs immediately.
Work area or
ew°S°�) fade m) (rm�1 - FLATTER SLOPES GREATER �_ \\\ \\\ 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad m a condition m prevent mud or sediment
in�omwr ma. s -206- \\� \\ smooth it. from leaving the construction site.This may require periodic
Iv:
a e rumen gpm�n ypm�n y>m%n ypn.x a THAN 50 N \\ \ ////\\\ 3.Provide drainage to carry water to a sediment trap or other sukable outlet. topdressing with 2 inch stone.
I/,tn%m) I/m'/m) %m/m) I/m/m) %/m) measure has been permanently staoilaea. LENGTH ) \ / 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immadiately remove all objectionable materials spilled.washed or
ALL OTHER AREAS 14 DAYS NONE(EXCEPT \\ \\\
subject to seepage or high water table. tracked onto public roadways.
SLOPES
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION WITH sLOPEs OR PERIMETERS
lc_ - FLATTER THAN 4:1 AND HQW ZONES) 000NSTRUCTION ENTRANCE/EXIT
DATE: Wry Fence Filter Fabric PAGE: C I I/ \\\ \\\
°real Post aM�Exne berg(bbd �wrsnre tan woe Fence Wire B"ckflli trench
\ r / /0 \\\\ /\ I` �\
s Steel Poet .... drthoroughly
CompactGeneral Erosion Control Notes �� --\ ` p PAGE 1 of 2'tbtr 1ope only the areas shown shop be disturbed. \ pgg e\ TOTAL DISTURBED ACREAGE: 7.64 ACRES
Plastic or I } 2. All disturbed areas stroll be grassed and \ / / \\ \ _ _ LOT EROSION CONTROL PLAN
Wry tea ten nod ass noes possible and maintained \�\\ OTS 1 - 1 6
v until pemanent cover s established. Si)`\\ �.
?. 2 s �nM d /�% -�\ MCQUEEN
Filter Fabric+ 1 //, � �i� �1\0 0 \\\ ,/ ' FARMS
Construction:. n the sediment harder of standard mynmh or extra myn synthetic ellerfabrOs. CROSS SECTION VIEW \\ FOR
2.Ensure that the height of the may iinpound .ofwa�dimwtfe°wa°e=°droeed2 structure)
mned(Nighe,fenwa MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION BENJAMIN STOUT
lames aroma 3.Construct the filter...from a continuous
m wan toile a length wore ha�nerto avoid joints.when joints are
securely hate"the finer dot uoiy at t to
past with 4 feet minimum overlap to the next post.
strength Mem!.Ix,.mesh fastened securely m me uPalola side O.poste.Extend a.Support
standard
to.bottom of the trench.Fasten the cure reinforcement then fabric on the unsloPe 1 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 dictates,measures will be
cony reau urea week
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. REAL ESTATE SERVICES LLC
a s maximum a d feet should be amen f M1trwPO nlenst.Wire or ceam�useE,spaw poet poundies should too a minimum 60 tensile
Supports should2.SM1ouldInch co 9neahbrter�c�°faI'sedment fence wllePse.rear,decompose.
Gravel Construction Entrance-The gravel pad should remain in a condition to prevent 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
securely
into
000eosraops gdaeanote,Mlre•Aremed,supporthnce.dewryly objectionable materials spilled,washed,or tracked onto public roadways. ANTIOCH TOWNSHIP HOKE COUNTY
e.faun Me titer fabric directly to post.Were or pride Tip ties should have a minimum of so pound tensile stcage volume to-one net as
recce muss.adequate
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 -
7.srenag m y "vows vase and a inches v e proposed lineOfMypostsand a d"ooa keOarema"mdunderminrNtoferureaDdng 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. SCALE: "-�00' DECEMBER 2023
Expo Me nenmriers ml 4i mRernoveSodding-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 GRAPHIC SCALE
.Place Inches offsfeba°alonged bottom and aide of the lrencn. and bring theaea m grade land stabilllizeln after the contributing 100 0 50 100 200 400
8.Backfill Ore trench with coil paned over the filer fah.and compact.Thorough compaction of the be.II is 4 drainage area has been properly shbmaea 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.
10.m.1to scnnrerhbwmam s. 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
° 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.
'aria 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 )
.ANC-Envirnnmen tel.Jpeg� SILT FENCE 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.
JReinforced Silt Fence Outlet-Remove sediment deposits as ne.ssary 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 SF-0106
LAST SAVED:12/21/2023 2:24 PM LAST PLOTTED:12/21/2023 2:54 PM PLOTTED BY.Dennis Gilbert FILENAME:0\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\23-2510-27 MCQUEEN FARMS-EC\PLANS\MCQUEEN FARMS EC-LOTS 1-16.0We