NCC243485_Site Plan or Location Map_20241112

CONSTRUCTION SCHEDULE..„n�TrL4n C 1.(harm all necessary ed befs end plan approvals.Erosion end occur.
Sediment Cof the &SC)permit end a Certificate ba.of Coverage / -� 48g
's.5, (COC) b obtained dbf ylmdd tnrb'g 'viti A copy of Me E&3Cpermn,Me COC and shard copy of Me \ \S
'4. , PI b kept preferably i Pe b and accessible dining iwPectiw \ \ A y rcl m m
].Install gravel construction entrancesfi then siltfences,reinforced sin fence ` \ �- '-Y`J'pB
outlets a wattles.
°4 3. sit 1 �s B \ \\
anti grubbing ere the lots m wed. SODDING ,zs
4 B grating J activities zB \ _
4 ® 5.Begin orcontinue with house construction activities. / \ s \ EN )6.ANY DISTURBED STEEP SLOPES(SLOPES.OR GREATER)MUST BE MATTED.NO DISTURBED SLOPES TO / O
p REMAIN UNCOVERED. �® VW SOD IN PST/W.1.
FOOrTERN Br,THE STRIF1
i /� \ \ \ PACE I I, I C
. 9 J.Finish all rough grading and house consWctim.All areas not disturbed for]days made to have rmtporary m permanent
DONOT LEAVE SPACES MP 00 / \ -/ \ I I
'Co groundcovcr installed \ / /
2 2 o g.Befall Megadriveway,walls end patios. �`: ENOS AND TRIMMING PIECES.
\ V --- \ \\`\ \ I I I \ /^�
JACKS µ o 0 0.Begin finegmd gotlot areas ' /
°SRSPRIryCS ROgO 10.Final grading,mulching end stabilizing of lot.In most cases this will involvefM1e installation of sod on the lot.The silt fence will1111111/11111111= \ I(
remain mct place r smlil Melot is sodded ctions oftbe r.io stabilized and imenation \n �\ \ NORM WATER / I of I \
11.Thecmtrecmr shell conduit Self-inspections Dtfhe erosion end sedimentation control measures and mmpine,he following cA -\ 'si?p ` _/ \
RO%FI combined self-inspection form found on the DEMLR website 'war \
SITERRi,2z h pa:uwww.de4.nr.gov)abonvaiviamn m<gv-mineral-ana-IanJ-reaowa soar warn(arum water-P o�am npaes-onswmm�-Pare m. is� M OHeOao '. r / \ \ / \ REAMF�NT AREA / I NI \ \
Twelve kept in aermits box.
Ref
M forms-50.berough .S.and-57Sblefor inspection M elltimes.through
\ \ \ \\ \ \ \ J I
II. copy be FO% j22'" NCAC4E.inapenera box..NCG.10000 WOES
GS.1ction Sections ldA NCAC 04A.OIm f1¢ongM1 l$A / \ �O / 1
FIRE NCAC 04E.0504 General Pemti[NCG OIOipO NPDES far Construction Activities. \
�� SR 1 12.Self-inspections for erosion and sedimentation control measures are...domed at least once every save calmdmdaya and -\ /
iidi
P � � within 24 hours of every rain evemofgrcatn Wanlinch.Any needed repairs shall be made immediately to maintain measures as / / \ / ` �` \ \ \ I
J designed.All ESC measures shell be meinfainedes specified in the construction derails on this plm.Amm gauge shell be insetted \ \ \ ' / I ) 1
at the project site for monitoring. THIS PROJECT IS INA LIC SUPPLV �/� \ \
Si .. 13.Inapectim and final acceptance letters.When the project is complete,the Peminees shall contact DEMLR to close out the E&SC WATERSHED(WS-II)AND ALL REQUIREMENTS, \ \ N
Mo�T� VALLEY ROAD Plan.After DEMLR informs the petminee of Me project close inspection report,the cerminee shall visit If wnr[aronosPm or REGARDING SENSITIVE AREA /
il -Nits I )
C*$- "ntl the e-NOT
an electronic Notice oftnmination(eNOT4A$120 annual general permit fee will be charged li i fl IM� 1INi WATERSHEDS SHOULD BE FOLLOWED \ 11 \ \ \ 514) /
until the eNOT has been filed out ,f M' 11!I ISO \
SUNSET say To a' WHEN 1 \
LANE ,� GROUND STABILIZATION W.THESOIL ^, u,a" �ewEool=LL „,�a'aE EMawaa . \ \THIS PROJECT IS I HIGHAUALITY \ / / / '
N.
WEEKS.
N WATER ZONE AND ALL REQUIREMENTS
R05ELgyD SITE AREA STABILIZATION EXCEPTIONS o APPEARANCE OF GOOD SOD REGARDING SENS! VEA LLOWED \/I
o SR 1,So, VICINITY MAP DESCRIPTION TIME FRAME WATERSHEDS SHOULD \ N \ N N\ ] / /
N.T.S. PERM ET DITCHES 7 DAYS NONE
:r S �\fTH� / ZD\ \ \ \ / '
THIS PROJECT IS IN A PUBLIC SUPPLY &SLOPES I am.�xaaaom. 4� ryy„ 21 \ \\ \ CONSTRUCTION\REINED o ,,;:./ •
WATERSHED(WS-II)AND ALL REQUIREMENTS ..� Li
\ / / I •
REGARDING SENSITIVE AREA HIGH QUALITY 7 DAYS NONE
H wwTMA A \ \ UTLET / •
WATER ZONES ,,,_ LIMITS ILT FENCE
WATERSHEDS SHOULD BE FOLLOWED (HQW) ,z°rr,:M°,„:"oe"�E°.ao°°.°` / I •
`,
THIS PROJECT IS IN A HIGH-QUALITY SLOPES STEEPER 7 DAYS IF SLOPES ARE - a I \ �r
WATER ZONE AND ALL REQUIREMENTS THAN 3:1 10'OR LESS IN \ 12 I \ \ \WATTLE yryry/ /
REGARDING SENSITIVEAREA LENGTH AND ARE •r
WATERSHEDS SHOULD BE FOLLOWED NOT STEEPER Pursuant to G.S.113A(3),provisions for permanent ground cover U\ \ N STEEP SLOPES EXPOSED DURING CONSTRUCTION \
THAN 2.1, 14 �� \ 19 /- MUST BESUBSTITUTES!
SEE APPROVEDDETAIL
MATTING.
sufficient to restrain erosion must y accomplished for all b V NO SUBSTITUTES! DETAIL PAGE 2
A AS t 13A-54.1"IS REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY DAYS ARE disturbed as shorter)
within 14 ng om days or 60 calendar days I 7•i \
NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR ALLOWED whichever is shorter following completion f construction. �41 \ �/'
COMPLETED AS AN EXCEL SPREADSHEET. ( ) g warp e'on o cons ro �
SLOPES 3:1 OR 14 DAYS 7 DAYS FOR
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED M
EROSION AND FLATTER SLOPES GREATER ro O -, 22 \ �SILTFENCE
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A THAN 50'IN General Erosion Control Notes Q O p '•'>;$ �TYP.) \`H` .44.
/�,
NCAC 04B.0131 STATES THAT'._DOCUMENTATION SHALL BE ACCOMPLISHED BY LENGTH 1.Only the areas shown shall be disturbed. '¢ ^ ) �I 'SA• 'r'\
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE ALL OTHER AREAS 14 DAYS NONE(EXCEPT 2.Temporary ground stabilization is required within 7days on all 57713
,1 U ��T•9 slagA,9 a•a 0 �J
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING. WITH SLOPES FOR PERIMETERS areas. I AD CONSTRITION
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE. FLATTER THAN 4:1 rn ENTRANCE
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION AND HOW ZONES) \ \ THIS PROJECLIS-ggA PUBLIC SUPPLV
CONTROL PLAN.'
^ I \ / \ \BJg WATERSHFA'tWssii4 AND ALL REQUIREMENTS
DATE: PAGE: Ce WATRERSHEDS SHOULD BE FOLLOWED
\ EGARDING SENSITIVE AREA
DATE. PAGE: __J I 1
S S /Wattle Silt S k/Wattle NOTE:
wz� M1 An.LO he -I oar - geguwaleme rotr010e 'A" 'B' "C' "D" "E' 'F" "0' "H'
=y ee -TIC a _ _ may be au saNtee for
=„fin t . rteH J1r : we imrmy cat !IM I. 3 1) r. '� ✓� Z % b r \ \ \ \ /-
12.Mnl��Etakea „Mn�l SDKs Na(and a minimum m Iaae�Iand the;��°am� / I \ \ ��
T IS IN A HIGH-QUALITY
SECTION SECTION 10 feet enle(al µ)..ted below R HODS ¶ JI HODS 1 .HODS HOU HOU6'� HODS HODS HouS +\ WATER ZONE oe of a THIS CAND ALL REQUIREMENTS
flat areas should be REGAR
IVEAREA
/0 disturbance.The ne fined slightly coge Of mma yyy n- ® Tu-FTn� vc--err �Q / \ \\ \ WATERSHEDS
SHOULSI BE
\
<O °Mar. . g um en I!r»�>I> 5 WATERSHEDS SHOULD BE FOLLOWED
e•Mg4. silt sock/wan.).g Starer Trs-a n.- -Tit- e-, T Trs--a Tr,- 17 \- _
inch v 2 inch cross section should be driven
u1 uJ 4sock/wattle.Stakes should Pe placed at a vertically plumb,through the center of the silt
LEGEND N.If needed,Tree Protection tenting Should he installed along the buffer zone,wetland I �r / \
maximum interval of 0 feeler a maximum interval boundary and/or around protected trees,providing a radius of at least 1.25 feet for each r I 24 \ B \4
or Com of 8 feet esilt sock/wattleplaced in a 4lnch inch of trunk diameter.
To od Mulch 1/2 height of log st g rid 4 Mm. 5. blame.when SILT FENCE
2.Install Silt Fence on the low elevation sides of each lot Install Silt Fence outlets Shown On 1
UNTRENCHED INSTALLATION erne a heav i -TD TD schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are -554 \ \aa.=..tenont,.r,w.........o.,as...,..un,.,,r: cvncrere blacks shall be usetl Benin ne si contiguous and have different land owners or builders,each lot should have individual SillISOMETRIC VIEW vacklwamem rota sin place aunng mnonarenm.: SILT FENCE OUTLET ® Fences.MAI �_ ��1.N hap.SEisockrwmle at least weekly and elmr corvsraucnoN ENTRAN 3.Install required Sllt Fence within l0 feet hof eproperty line to ensure there is nofsedict with /eaCh I inch or greater rainfall.Rem°. septic system.It is the responsibility of the builder to ensure the installation of sediment
Mulch or compOMPOs 0CK wmu now RATES as control measures does not impact the septic system and repair area(s). / \t4.At least one Construction Entrance/Exit is to be installed per lot.mr untreinhee so ReaoeMA,oimtetac(zo0lh*s(wo'.m)(laaso.m)(6.nrrmls(r50) 2. atbemust he replaced ifoge r 5.Waste bins and other areas dedicated for managing building material waste shall be atrea To ae ,sock eded to allow for a bow_its ae least 50 feet away from stone drain inlets or drainage ditches unless it can be shown that
/ 15 Aar\
\
Meet Flow-.ix Silt t5ock/uL<ovum(a j (i 7ivej(usrm] a be. If ponding becomes s regeaaive,the bwa,a a no other alternative exists.If this separation cannot be achievetl,these areas must be / \
wet Ie (sus m) (soar fsoo ) contained behind Silt Fence.
/ \
x0ravlic RR.ots r. tt. ts. 22 eo. 5 6.Inlets behind nofu disturbances should re protected;streets should be swept when / \
u Rate 5 g1.5 m%x 25 (5].x 4 sin socksrtverle".snnbe inspected unit laid stets dot wnstream
oonatrurbanectishoulty present.
a (w (i/ (lag (let eee525seis compete and the area abovene T.sedimenor Silt Fence,SIB Fence Outlets,Construction Entrances and other measures are 4 I
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION�
Vor/m) I/m/m) I/m/m) I/m/m) /m/m) maaanrnhee.onp imanemyatab
provided on additional sheets.Erosion and sediment control details are not drawn to
L_ scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES
NOTE-DIVERSION DITCHES AND WATTLES WILL NOT BE UTILIZED IN ROADSIDE DITCHESItli
Il
DATE wire Fenc Filter Fabric PAGE: (----jjj'j
\ 1F Strength Mbn DATE: PAGE:
Steel PM� emax.Extra g nc vv...fen Wire Fence wire Bnckfill trench
d Compact
(� 1 Steel Post _ thoroughly ulelope / \ 1 \ \
OPEN
,e24 1 / it SPACE \
Plastic or T 3 tieu
\\
2/6
DO° •��III °
1 SCa t . ..
QJ ������������sr '°^°'"awn \ \
1 Flier Fabric `ab along / �t �`iI
24 1 \I.11111'I1111'1111
mein banter ofatanaaid Strength or extra skengm synm2.En.re that.0 height of the sediment fenoe does.exceed 24 inch.�Vemrerebuna lH'igherMnas CROSS SECTION VIEW • •III 11•II 11• \
3.construct.may impound nrtovolumebr�trom water ent to Mo.roause aa failure
to meengm offne b:rnermavawlo ma.wnenlo im are y - _ �1`IIIIIIII4[♦
eeseefesten eMer cloth o n a swoon post with 4 feet minimum oveeapm r next Post \ Mn Y�Y�Y#/Y�Y�Y�Y�Y�1r+r$-?'
4.Support standard ,gm 5.fabric bv or me i' r:
the wire mesh a P P n wrepa°smmeeaier N'`P,edidi�r4- uei
aeaereymne neat,then
n its Extend Maintenance:
wireredamsmmn arm eu SOS ,.
side of.e fence Wire or plastic zip ties should have a n mum fig pound tea -rim peg /
5.Whmawremea m.of8feetapanSUP dbedeven 2.Shondth fe decompose. -� •-ti, 0
securely Into the d of 4- h or become' • -- - - .. �' D
6.Ems strength flier gore a wire mean support fence.Securely 5 Remove sediment,hood have a minimum of pound tensile on the \ n Z 2 11 I 111 \ksten ge filter fe storage - Construct enance: __
strange,. fence.Take -undermining -on Clear the entrance and exit area of all vegetation.roots and other objectionable 1M Pm NCG 01 inspect at least once k d after each 1 Inch or m
T.Excavate the lrertM 4I n E ones deep along Me proposed line of the posts and g 9e la Pec \ Z upslope from the barn. 4.Remove en chew arena s- material and properly grade T greater rainfall;make any required repairs immediately. Q+ \
8.w oft fabncaong the bottom and side of the trench. nds b-ze,after.commuting 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment ^
a over then.fabric and pa Thorough compaction of the bac..is drainagebe area has e properly stabilized. smooth it. from leaving the construction site.This may require periodic l I
ricef bnc mrm m snce. 3.Provide drainage to carry water to a sediment trap or other suitable outlet topdressing with 2 inch stone. \ eft• \ 554'
in Do not ahem nitork existing frees. 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or
subject to seepage or high water table. tracked Onto public roadways. , ��
..ANC-Eros1,.ieri WI.Jpeg SILT FENCE i CD
CONSTRUCTION ENTRANCE/EXIT
THIS PROJECT IS IN PUBLIC SUPPLY THIS PROJECT IS IN HIGH-QUALITY
DATE PAGE WATERSHED(WS-II)AND ALL REQUIREMENTS WATER ZONE AND ALL REQUIREMENTS Richmond Road SR'1123�sD
4 MIN. PENCE REGARDING SENSITIVE AREA REGARDING SENSITIVEAREA
WATERSHEDS SHOULD BE FOLLOWED WATERSHEDS SHOULD BE FOLLOWED / PAGE 1 of 2
+ , THIS PROJECT HAS SLOPES THAT ARE 8%OR GREATER
I,II II I,II 1 STEEP SLOPES EXPOSED DURING CONSTRUCTION MUST BE MATTED / TOTAL DISTURBED ACREAGE: 0.88 ACRES
LOT EROSION CONTROL PLAN
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOT 6
STEEL THE wOSHED ST i -FENCE POST 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
relocated on the lotto insure that the potential for sedimentation runoff eliminated as much as possible.Silt fences and ravel construction entrances will be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper round stabilizing cover.
................... Po P 9 99 9� 9 9 P P 9 g WINDY RIDGE
WIRE FENCE
HARDWARE CLOTH FRONT VIEW \eU FILTER 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 an FOR
objectionable materials spilled,washed,or tracked onto public roadways. O N S I T E HOMES L L C
wnsHED STONE _ STEEL e D CLOTH Iry TRENCH Silt 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 propedy to insure
z5r� caourvD NOTES: Nr osou c'RourvD ANDHAaow'nRE that the removed sediment does not wash back against thefence.Adequate storage volume should be provided for behind the fence at tall times.Take care to not undermine the fence during Geanout operations. SANDHILLS TOWNSHIP MOORS COUNTY
1.Hardware cloth and gravel should overlay the silt fence at least 12
���xsrpppp inches. Sodding-The sod should be properly maintained to insure that the grass take holds in the areas Bain secured.The sod should be watered as necessary to maintain adequate moisture in the root zone and prevent dormant of the sod.The sod should not be mowed to close since this could inhibit adequate growth -
c'-oc!°X 2.Stone owetsshould be placed on low elevation areas of silt fence f P Y 9 9 do ry 9 Pe y q s SCALE: 1"-100' OCTOBER 2024
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 it possible. GRAPHIC Sc ALE
and based on field conditions.
MAINTENANCE: Grassing and Mulching The area to receive grassing and mulching should beproperlyfertilized and limed as necessary s an initial step n soil preparation. Once the grassing has been laced,the area should be maintained as needed to insure that all areas are germinating properly.An bare areas should be
BURY WIRE FENCE AND B RV V OF UPPER EDGE OF 1.Per NCG-01,inspect outlet at lest once a week and after each 1 Inch or 9 9- si g g rya p i pr p gr g p germin g pr p y. y
HARDWARE CLOTH FILTER FAemc MIRENCH greater rainfall event.Complete any required repairs Immediately. 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. -
2.Freshen stone when sediment accumulation exceeds 6 inches.
3.Keep mesh free of debris to provide adequate flow. 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
SECTION VIEW 4.Remove sediment when half of stone outlet is covered. sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. ( IN FEET )
NC-Envir IN. 5.Replace stone as needed to facilitate de-watering.
\ Ibex 1 inch = 100 ft.
tit , SILT FENCE OUTLET 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 cam 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:10/16/2024 10:48 AM LAST PLOTTED:10/15/2024 11:0E AM PLOTTED BY.Dennis Gilbert FILENAME:Cr\CURRENT JOBS\ONSITE HOMES\22-2224-02 WINDY RIDGE-EC\PLANS\WINDYRIDGEEC-LOT6.DWG