NCC243486_Site Plan or Location Map_20241112

3.91 rim
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CONSTRUCTION SCHEDULE \ \ \ \ ` \ - - �- ,- �/ / / / - / /y /
I. Obtain all necessary permits and plan approvals.Erosion and Sediment Conul
(E&SC)permit and a Certificate of Coverage(COC)moat be obtained before any land dienbing activities \ \ -- -- `� / /
y d occur.A copy of the MSC permit,the COC and a hard copy of the plan must be kept on UN,preferably in a \ / / / / �- / •
/
0 ' permits box,and accessible during inspection. /
-r 2. Install gravel construction entrances first,tom silt fences,reinforced silt fence outlets and wattles. SODDING 1 /
21 a. Beishcl ado and grubbing any necessaryareason the lots aa they are started. \ - - \ ____,/ / 111111ill'i'''
gi gra ing an
4�. 5. Begin or fine with house co activities
activities. �Ii:IHEii:
/(�CP,f, 6. Finish all a grading
grading and house construction.All areas not disturbed for]days neetls m have temporary or pemanent �� \ \ �i �/ �-/ / /oQ 9 undwver installe 00 NOT d.
NI'aml.7 C J.
g. Begin fingrassing,mulchlot areas M \ \ \ \ ' / / / /
''""'1 SP r µ�r4,' 0 9. Final grassing,mulching and lace until of lot.In most cases this will involve the installation hol of sod on the lot. M�� axoseaorwMMxa hates. /
SR iLZ2CS ROgO 6 The silt fence will remain in place until the lot is sodded or gassing is stabilized naion and takes hold. \ _ / /
10. The conhacmr shall conduct self-inspections of the erosion and sedimentation control measures and complete MINI e
Me following combined self-inspection f found an Me DEMLR websim - /
FOXPrR[ https://www.deq.ncgov/about/aivisions/energy-mineral-and-landresourres/stormwater/stormwater-program m�MAMIE%R'Fr . \ \ \
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/nodes-construction-program.Twelve months of complete inspection forms shall be kept on site and availabledosms - - - i- / /
for inspection at all times.It is recommended a copy be kept in a permits box.Ref:G.S.113A-54.1 through / / / /
ROAD G.S.113A-5]Sections I5A NCAC 04A.0101 through IBA NCAC 04E.0504 General Permit NCG 010000 - / /
RE �-
FI
22 NPDES for Construction Activities �♦ / nn
11. Self-inspections far erosion and sedimenmtion control measures are to be performed at least one every seven //i \ \ �_ �_ V'
SITE calendarmedi and within 24 hours of suevery rain event of greater than 1 inch.shall
Any needed repairs shall ed \ �� /' -- / / / / / r
made immediate)m as designed.All ESC measures shall be maintained as specified in
'CU
�G close the E&SCPIanpARer DEMLR informs�ejlbcomplete,
Iled at for
covlac[DEMLRm \
RP P VALLEY Rono x aeha y 1e m this plan A a,gauge n p ate,t permmeea p (� Y " 411
2. Ins on and final acce Lete lens Wh to
SUNSET annual general permit fee will be charged antic Me e-NOT has been filled out. aous.E.,: ,amVAgTo ',;=NAsa-ribs stt NGTX,zi,"le^.Is 2s lb _-- / _ _ - J / / /
E Mow wHEN THE SOD
LANE r ACMEVE As rvEab 1 /
:�; wlTx THE soa p.warEews weans se-rrx[Mav[a / ri
ran
' RDSEIA GROUND STABILIZATION APPEARANCE OF GOOD SOD / / 99 / ✓G
ZOAD VICINITY MAP / ♦ - - / O
g SR NO N.T.S. SITE AREA STABILIZATION /
EXCEPTIONS
DESCRIPTION TIME FRAME _ is-on muss Bum. I
A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY PERIMETER DIKES, 7 DAYS NONE mower Kr A .
" / - 100 /
NCGS 113A-54.1"IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR ht'"c""`"`'
COMPLETED AS AN EXCEL SPREADSHEET. SWALES, DITCHES /
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED &SLOPES
EROSION AND HIGH QUALITY 7 DAYS NONE M.PeuTMe"awe currixas ^ �/
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A WATER ZONES «err xara 55g,osas 'LP**
NCAC 04B.0131 STATES THAT A-DOCUMENTATION SHALL BE ACCOMPLISHED BY (HOW) / , 'I D,,rryy�'
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE `a-vc xkrc.m `� (n
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, SLOPES STEEPER 7 DAYS IF SLOPES ARE �� d
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 3:1 10'OR LESS IN D ROIL"
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH AND ARE pursuant to G.S.113A 3,provisions for permanent found cover CONTROL PLAN." ()P P 9 DY1
NOT STEEPER sufficient to restrain erosion must be accomplished for all O
THIS PROJECT IS IN A PUBLIC SUPPLY THAN 2:1, 14 disturbed areas within 14 working days or 60 calendar days AYS ARE o 0 • C p
WATERSHED(WS-II)AND ALL REQUIREMENTS DALLOWED (whichever is shorter)following completion of construction. 5to
REGARDING SENSITIVE AREA SLOPES 3:1 OR 14 DAYS 7 DAYS FOR a° A ek
WATERSHEDS SHOULD BE FOLLOWED FLATTER SLOPES GREATER 4 Z 104 a-, �Z.
THAN 50'IN General Erosion Control Notes a 1 rn
THIS PROJECT IS IN A HIGH-QUALITY LENGTH 1,Only the areas shown shall be disturbed.
WATER ZONE AND ALL REQUIREMENTS ALL OTHER AREAS 14 DAYS NONE(EXCEPT 2.Temporary ground stabilization is required within 7 days onall \�550
WITE SLOPES FOR QWME ES areas.
REGARDING SENSITIVE AREA FLATTER THAN 4:1 AND HQw ZONES)
WATERSHEDS SHOULD BE FOLLOWED 105 '� 59
DATE: PAGE: CONSTRUCTION
DATE: PAGE: LIMITS /
Sit Sock/Wattle Sit soak/wane NDTE. 3
MI be Flow 4MI A be t. n _
-------
FLOW--,....- a ..:1Ilwwy Sr-0II. • against erosive vebcilies may be substituted for .,A. "B.. .C.. .D.. .E" .F.. ,.G,. ..H..
i- ' gS'I1:11 z. -g,i T«mywi°wmpaal -•
t ^' 2' z uph Net logs do not deform. . .11 fro a �, I I ;71 1 ✓v % % I 107
Stakes 3. (� Installed parallelto ...--
Stakes
_..--
SECTION SECTIOope.N beyond located toeeelae 1f I.1l ll > 'I a I ° % , AA I I 1 Lot Pen / /
()flat areas the land disturbance.The ends of the slt 1f ¶' 4 HOUSE �O HOUSE HODSiv
/ / /
',q A.M. �D Ott
m wW I.-.I J i J �.� 1.��. Oak or other• EDG Ar AyDWAY -ROA AY -1(0A• AY -lt0 AY - CONS UCTION / / / /
in section shouldrof the
G H L r rr
vertically get me tamer arrhe silt
sock/wattle. ea should be placed at EDGE CURB Notes: • LIMITS
or s feetmaximu the silo sockf 4/watte is placed it Or a ninterval
<n a* CURB INLET 1.If needed,Tree Protection fencing should be instated along the buffer zone,wetland �.q ../"..-
/
Trench in boundaryand/or around protected frees,providinga radius of al least125 feet for each h^'
Wood Mu g ground 6'M:n. 5. possible when LEGEND inch or trunk diameter. / /
UNTRENCHED INSTauanON concrete docks shall be used pavement)heavy he 2.Install Silt Fence°n the low elevation sides of each lot.Install Silt Fence outlets shown on /
'"""°'""'0X4`°H°"<""°"" 9Asik...`<"wir' sockAkattle to holdlt in pace doting runoff evenm. FLOW DIRECTION schematic/diagram and Held adjusted,if necessary,for placement at low points.If lots are / -/
ISOMETRIC VIEW MAINTENANCE SILT FENCE _ Onfigeuous and have different land owners or builders,each lot should have individual Silt /
!NM,FLOW RATES t. sumulp.at sowwame at least weekly anti aver SILT FENCE OUTLET ® Fences. ---"--
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\ /
rainfall.Remove 3.Install required Silt Fence within 10 feet of property line to ensure Mere tel no conflict with
N. each,In<n orgreererra S
COMPOST SOCK accumulated sediment and any eebna CONSTRUCTION ENfwwcE set tem.It is the responsibility of the builder to ensure the installation of sediment '
MUA Wed ast septic Sys ponsl y
rorunaenmed sow ; s Ina ,a ruin sz Men needed m allow for deeguMenow. comrol measures does not impact me septic t
area TO ea wmyoatsw rim) rz lndr 000aw z, siltsowwanle mud be regarea If dogged CURS INLET pa Pic system and repair area(s). /
I; pad D«iy,oirer,«<. (200 (Soo rim)(aso rim)(Soo rim) (°a 4.At least one Construction Entrance/Exit is to be installed per lot. /
Sheet FIaw� M5.km,m soya sac Teen 7s0 rant r.aoo r.sso 3, If pans rig becomes e 5.Waste bins and other areas dedicated for managing building material waste shall be at - -
SiltSock/ t.yrn(<SW) lieu m) (22s soil T<n r:t aocwrelae may naaa least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that I hM2/
, /watt e (Jos m) (ass m) (Sao m) a seer aiamemr«a a no other alternative exists.If this separation cannot be achieved,these areas must be
work e,.c Tar ]s tLa ta.a zzs sin
nsocReinsta nddmegeeo �_ �e
3°° s. S,aockarwemea she a contained doobehind SIt Fence. / S \
r set aot< spar/n gym/n 'Otra ITai rum/n �� ,
(sa (tar 0ae (zet v/ d'amrbance s comlre ire 6 Inlets downstream of disturbances should beprected streets should be swept when ' \ /
.,. s.. re/m) /m/m) /m/m) r.".u.hRM''ermmemMsmdnea• sedimentf theconstruction 'present.
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION EnVrtnmento.jpeg zoetalsf BR F s'I F o t c mren esam mhermeasaresare _/ / / / ��
rrc- err provided on additional sheets.Erosion and sediment control tleMlls are not drawn to scale
- TYPICAL LOT LAYOUT WITH CURB AND GUTTER /• / \ /
DATE: wry Fcnre Filter Fabric GATE PAGE: �__ \ /
cruel Poet BMex.Emm a 1g'�enw tnoutwrefen Wire Fence Wire oe^ckftrm trench / / \ /
,%' e Compact
/ / / \ •
1 Steel Post thoroughly
•
Plastic far B 24 a
Leilk
Wire tea " RP?' - - / / \ \
/ •
ik
B•a aa•forward _ _ \ \ /along
Construction: Filer Fabrc / / / \ \ \ \ \
height of the sediment fence does rM d24nches (' /
1. Constmot the rb of standard strength %ceestrength ayn.ebnflne, CROSS SECTION VIEW / ,_-••___ Mn �� / ' /
may impound sorwamrsuaadmttocausefailurea area a the ' �'r• ••°�°�' / / / //\\ /
e2.Ensure that the i3.Construct Ma y fea�Nin the flMr<pbN only ale support pod�tha�inm�nis um to avoid joins.
the
sm post. l�•i n4.Support standard �
the wire mesh /- - -- ---
/ / \
6.Extra strength filter fah' - do securely Into the ground a minimum of 24 inc.. «bmceme' 't necespromptlsary
Construction Maintenance: / / /� / \
fasten the filter Nitric Erectly to posts.Wire shred have a minimum support pound
Securely a Remove 000diarym provide son the
or should nave�in minimum of 5p pourw tensile storage volume nano reduce pressure on ore 1 Clear the enhance and ad area of all vegetation,roofs and other objectionable 1 Per NCG-01Inspect t l onceaweek and after each inch or / / \ \
strength. fence.Takecare to avoid undermining the fence during RIcamaterial and properly grade it greater rainfall make any required repairs immediately. /
7.Excavate n im n 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 \
e.gs's&ra the
es offabn eorig the bottom and Ede^of me Inches
eep ears the proposed llneat the andRemove all fencing materials and unStable sethmer4 t after the contributing smooth it. from leaving the construction site.This may require periodic / / / / �_
overg. the rater fabricand c p Thorough p ion of the be.Sll:s 4 drranage area the ahas cerea to enpopery stabilierade and stabilize id. 3.Provide drainage to carry water toe sediment trap or other suitable outlet. topdressing with 2 inch stone.
Ben 4.Use ge to sele fabrics r water
a improve stability of Me foundation in locations 3.Immediately remove all objectionable materials spilled,washed or // /// // / // \ \ - / \ \ \ \ \
10.Do not attach fence
b existing Lreee. sublett to seepage or high water table. tracked onto public roadways. / /
\NC-Envir mitatjpeg FENCE CONSTRUCTION ENTRANCE/EXIT / / / / 7 ---
SILT �� \ \
/ / / \ PAGE of 2
DATE: PAGE: ` / Ze- TOTAL DISTURBED ACREAGE: 0.71 ACRES
MIN. _I �SitemsCE LOT EROSION CONTROL PLAN
+ LOT 4
L IIIIIII ,IIIIIIIIIIIIIIII•1 `;1 MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION FOXFIRE GOLF &
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
3 �v 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. COUNTRY CLUB
s THEwnsHEDST I - 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 NI PHASE TWO
objectionable materials spilled,washed,or tracked onto public roadways.
VVIRE FENCE
HARDWARE CLOTH FaonTwEw 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 properly to insure FOR
_ �FLSURV WIRE FENCE,
T wonIC, 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.
ARDWARE
W0OHEDSTONE a•D Sodding-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 O N S I T E HOMES, L L C
STEEL FENCE
INTO
SOLID unouuo 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. MINERAL SPRINGS TOWNSHIP MOORE COUNTY
NOTES:
GRoukTD 1.Hardware cloth and ravel should overlay the silt fence at least 12
ems_re o inches. g y 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 SCALE: 1"= 100' AUGUST 2024
oo` ac° 2.Stone outlets should be placed on low elevator areas of silt fence 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. GRAPHIC SCALE
and based on field conditions.
MAINTENANCE: 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
BURY WIRE FENCE AND B RV 8.0F UPPER.,OF 1.Per NCG-01,inspect outlet at lest once a week and after each 1 Inch or sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water.
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immediately. ME d
2.Freshen stone when sediment accumulation exceeds 6 inches.
3.Keep mesh free of debris to provide adequate flow. 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
SECTION VIEW 4.Remove sediment when half of stone outlet is covered. fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. ( IN FEET )
q"" tat)beg 5.Replace stone as needed to facilitate de-watering. 1 inch = 100 ft.
J � SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
NC-En vir
PHONE[phone] FAX[phone] LICENSE 6F-0106
LAST SAVED:6/6/2024 5:00 PM LAST PLOTTED:e//2024 8:33 Ma PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\ONSIE HOMES\21-2724-05 FOXFIRE-EC\PLANS\FOXFIRE EC LOT 4.DWG