NCC233055_Site Plan or Location Map_20231011

•�"'^' CONSTRUCTION SCHEDULE � � � �-- - � \��^ g
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I.Obtain all necessary permits end plan approvals.Erosion and Sediment Coutml(9ffiSC)permit end a Certificate of Coverage(CtIC) / \ \ \SQ \'o °' ` p• /
must be obtained before any land disturbing activities occur.A copy of the E&SC penmt,die COC and a hard copy of the plan must be \ I rn r
kept on site,preferably m a permits box,and accessible during inspation. ` \ ��TS
2.Install grave construction entrances first,Nweilt fences,reinforced silt fence �� ":6.,„:21
.1.and wattles. SODDING 5z6 Asha.Finish clemingu^gmbbingu m,the lDtsaz Nry ere smxed.® R gin lot gradiinng e d xcavatin activities-^"`s.BcBM ar<rou w,N nana<wnewaim coon. a. `� \\ \\ PEN I Icat
y9 6.Finis,all rougM1 grading andnwse constrvction.�� zlna�nari«waya.walkaana Patpa. �� \ \ \\ \ \� PACE I I I \�� 6.BeHin fine grad,nB Dflot areasII= �iJACKSONµ22 0 9.Final gmsaing mulching and embilizing pf lot.In moat cases Nis will involve Ne inakllatimt of sad on Ne tat.The silt knee will ervpsnrvtiTalMMwc Pieces I I I \
S 6 oreman in place until Ne lot is sodded m grassing is s.ilized and takes hold.SRI(22 ROgp •
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10. The connector shall conductself-inspections oftne erosion and sedimentation control measures ud complete the following M�� \ ® \ (1:----- .'
8 ' � IombinW self-inapectian farm found on the DEMLRwebsite \ \ \ 3`TORMWRYERFO%PIRE http t d q. b t/d s/ g mineral and land res / / /cad gemIMAM wood.* WIC SOO CUTTER MUST E -�1ell be kdlabs f all .I' deda Tcameae0E0,Lr �� I II \sit n ROAD p bete pt' Pe h p GE.113w 34.1 tnrmrghcS. 3 sa CAC Ia. D n h "" \ �TREA MFNT AREA IHa Aprowardscr
► 2211 Self Cp �f d eGnlMtip�cottpval Construction Activges... b<paf d 1 dry I J J nand / \ \ 10 I \ \ \ \for \ FORCEDIFO%FIREROADxntM1m 24 hvum of vmy tarn aunt f Nan 1 Inch.An dW rx shall be made immediately m maintain m,.aaures as \ \ \ \ \ \ SILT FENCE I
SR 1122 < o greazer Y nc. rape, OUTLET�`V designed.All ESC measures shall be ta' ed pee fed h details on this plan.A rein gauge shall be-nstalled -� \ \ZOazNe Project ne far momtanng. / \ \A \ \ \ \ Iar S�. 121nspecnon end final acceptancelmers.Wh h 1 h ties sM1all courser DEMLR to close cot Ne E&SC / \\P �? Plan After DEMLRinforms Ne perm fN p j 1 t," pa'on report,tM1<permitree shall visit • THIS PROJECT SIN L�PLV � \ \ � G� 1e^a `da4vc.BPVMCG01'mapbmltun elee nlc Nmlceo[tatmltmlon(e NOTh AS100 ampal6weml peunit tee will bechmged WATERSHED(WSII)ANO ALLR QUIREMEN - \ \ CONSTRI(CTION I�o�� � vALLEr ROAD umil Nee NOT hea been plea ont ( gg REGARDING SENSITIVEA \ � LIMITS � '� / / I�Lt'$' ,� Il4I WATERSHEDS SHOULD BE FOLLON(�D 11 \ \ WATTLE5141 I\aped` \ \ :�BL"NET Yx' GROUND STABILIZATION wm.,Heaok ^� Asti ASr.SOOla aI yr E EMow. , THIS PROJECT IS HIGH-QUALITY \ N \ pe8 . ,• / / / 'nv To f w�eTcoSaorvonosPm Orr "s"3 9 Tort" yypTER ZONE AND ALL REQUIREMENTS\ \ , 1 /RO SITE AREA STABILIZATION APPEARANCE OF GOOD SOD REGARDING SENSI VEAREA !' 7BLAND VICINITY MAP ExcEProNs ��� �� �\ \ \ \ /SR,ItROgDDESCRIPTION TIME FRAME WATERSHEDS SHOULDB LLOWED 7N.T.S. PERIMETER DIKES, 7 DAYS NONE b \ ZO \\\ \ \ \ \ (' / / ' 1
THIS PROJECT IS IN A PUBLIC SUPPLY SWALES, DITCHES ,. +Tlp�tegy & y %A oWATERSHED(WS-II)AND ALL REQUIREMENTS &SLOPES I '"""° '/y;;� \ \ \ \ ' \ 1 ) e /
HIGH QUALITY 7 DAYS NONE one \ / \ \ \ \ � LT FENCE / / (
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REGARDING SENSITIVE AREA WATER ZONES ra 9i 'zTM'w. \ t Tv\
WATERSHEDS SHOULD BE FOLLOWED (HOW) Den<e=°-, CO'h rRUCTIOr� / I 'i`p
THIS PROJECT IS IN A HIGH-QUALITY SLOPES STEEPER 7 DAYS IF SLOPES ARE t(1) EN RA� N.
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WATER ZONE AND ALL REQUIREMENTS THAN 3:1 10'OR LESS IN \ 12 CCC999 y
REGARDING SENSITIVEAREA LENGTH AND ARE
WATERSHEDS SHOULD BE FOLLOWED NOT STEEPER pursuant to G.S.113A(3),provisions for permanent ground cover �� - 19 \ N
\
THAN 2:1, 14 isio /
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sufficient to restrain erosion must be accomplished for all '�
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY DAYS ARE disturbed areas within 14 working days or 60 calendar days 1 \ I �i \
NCGS 113A-54.1.1S AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR ALLOWED whichever is shorter following completion f construction. �4l \
COMPLETED AS AN EXCEL SPREADSHEET. ( ) g comp e'on o cons ro N N. Sq,O/
SLOPES 3:1 OR 14 DAYS 7 DAYS FOR �
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED REINFOZC D
EROSION AND FLATTER SLOPES GREATER ro O 22
THAN 5O'IN General Erosion Control Notes -, C SILTFENC'
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A C I O \ /
NCAC 04B.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY LENGTH 1.Only the areas shown shall be disturbed. QZ 111111N/1
'l ins`:AIN lrli3:F EET -
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 7 days on all v 30
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING. ( areas r w,r •„�
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
WITH SLOPES FOR PERIMETERS I PC
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PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION FLATTER THAN 4:1 AND HOW ZONES) ]I
1 13 \ W\L 4� WATERSHEB'(r INS G SENSITIVEALL
AREQUIREMENTS
A PUBLIC SUPPLY
CONTROL PLAN.' `1
DATE: PAGE: I \ <d
DATE. 8 t 6«k/Wattle sat Sock/Wattle NOTE: PAGE: \ I / S WATERSHEDS SHOULD BE FOLLOWED
49
FLOW,._ rea ce MI ,. our - geguwalem protection 'A" 'B' "C' "D" "E' 'F" G "H' rr
-s EMI tee .TI a may ceaun7.d for ' � �' _ br, CONSTRUCTION
,z Mln.il�� -- -;-T'rdll lI Z x'_II.J4 z. iknnly wtN 1 ll ll R P 1/ ✓� b \ TFENCE LIMIT/
Stokes Sta. 3. me(m,dere en)1050 be installed I�dpara°elmm.. 1f it . a % % ." % '� �' / ¢,oBB mPa
and a mum I- THIS PROJECT IS IN A HIGH-QUALITY
SECTION NEURON Slope.SiltSoUIWattle(µ)located below 1f OUS ¶ it HDUS 4 NO HOUs UU HDUS'N D NOUS TOUT oUS / WATER ZONE AND ALL REQUIREMENTS
flet areas eh.be - / CONSTRUCTIO `S REGARDING SENSITIVEAREA \
land<o <o runofffro The
tla athe
ttghedoNN< F. n- I>✓ _® I T�Tre� FIT • I ti___.I � 14 / ENTRANCE \ \ WATERSHEDS SHOULD BE FOLLOWED
A.M*r.. a•Maa. silt sock/wattle.). g umt en ��I��/�J v»�-> / 17 \_
S
inch x 2 inch cross section should he driven
u1 uJ 4sockreattle.Stakes shoe.. EGEND Tex N.If needed,Tree Protection fencing should be installed along the buffer zone,wetland ` I24 \ Yb6 ' \
placed° boundary and/or around protected trees,providing a radius of at least 1.25 feat for each \ I \ \
or Com s of 8 feet esilt socknvabl placed in a 4lnch . inch of trunk diameter.
To°d Mulch I/2 height of log t g nd4 Min. 5. bleie.when SILT FENCE
2.In5.11 Silt Fence on the low elevation sides of each lot.Install Silt Fence cutlets Shown On 1
UNTRENCHED INSTALLATIONpavane.heav i -TD TIY schematiGdiagram and field adjusted,if necessary,for placement at low points.If lots are �-554 \
"<.....K..,,,,.,,o.<....,.<w..°.r<s...nv...,"w,: concrete blacks shall be used Benin the silt
contiguous and have different land owners or builders,each lot should have individual Silt \\
ISOMETRIC VIEW sock/wattle rota it in place during mnonarenm. ...
Fences. `_ ��
t.MAINTENANCE,lnSpept eisocknatlle at least weekly and alter CONSTRUCTION ENTRAN 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict with
each 1 inch or greater raidall.Rem°. septic system.it is the responsibility of the builder to ensure the installation of sediment / CONSTRUCTION
Mulch or COMP.
COMPOST SOCK wmu now anus as control measures does not impact the septic system and repair area(s). / LIMITS \ \
4.At least one Construction Entrance/Exit is to be installed per lot. / 16 \ 11 I
for Untended So hoed o<sy�mo.eta c n:"s f (It^',Alt,(6.nm) a(rvz 2. :sack/Wattle must he replaced if clogged r 5.Waste bins and other areas dedicated for managing building material waste shall be at Lot Plan /
rea To ae •so•° rimm 2 Ind needed to e flow._Gs ae least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that 15 /
Sheet Flow-.a Silt tock/"L<avinm(a Slope (iesFm) (usrm] 1,000 s he e replaced a,a o no other altemative exists.If this separation cannot be achieved,these areas must be / \
coat le (a, m) (aa/ fsoo ) contained behind Silt Fence. / / \
x r0000 rn1v 0.0 ,,. 15. zz 00. 6 6.Mets downstream of disturbances should be protected;streets should be swept when / \
u °e . sm%n m%x m%. (OT:x O. sms�cKlertvevle"�s sin'dislodged.
nnrisc tie Ann Mid sediment from the construction activity is present.
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SILT SOCK/WATTLE FOR PERIMETER AND INLET � z Detailsro for at Fence.sit Fes.Erosion ostlnta.d sedme V 00000 a to and a not drawn to 4 \
mimt t/'imI t f im) t/mi) /m/m) 1
provided on eddltl0nal sheets.LLOT and sediment control details are not drawn to
PROTECTION L_ scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES
/ 2
NOTE-DIVERSION DITCHES AND WATTLES WILL NOT BE UTILIZED IN ROADSIDE DITCHES
DATE cove Fenc Filler Fabric PAGE: \ 1 1
8'Max.Standard F Strength lab. DATE PAGE: (--,
steel RM-,,,,,, BMax.Extra steno.fabric wlmomcore fence Wire Fence wire Bnckfill trench
(� Stec Post _ thoroughly / _._+SSq\ \ \ \
iP OPEN 3 ` \
Plastic car ,,. 1 SPACE
ties
4 d Ca
t
\ 1 \
�m al as / ��-,
1 / i 1 1 t►t►a5 I I I 1 t►1 1 Bp CONSTRUCT1. ION \
Fifer Fabric CROSS ON NEWil
2. -strum MresetlmenSt sedimr of entla0e does uredeedra 20ich.above the ground. hnus � �� �� \
MaympondMUM.Ofwaters�l ;maCeraereeraatn;aSu) V,,•- •
3.construct.fl rtabrcflomacwfintwua ro cut mine engm tithe berpermarodlo Ins.wnenlo na are
securely eMer<otn only az a support ROM with 4 feet minimum overtapm p nedEpost /✓ Mn Y�Y�Y�/Y�Y�Y�Y�Y�}+T$-7'
4.Support standard met finer fabric by or me 4* V
ge wire mesh support.the.tomte a P P required mmeeaier N'!ifidi�r ga#7.• In
a«nreymme neat,en ale aria Maintenance:
wnrereMom<mant man ea ao< ,.
Wire or siege zip ties should have a minimum so pound tuna -rim erg /
5.whenawreMea mum Of8 feet aPaltSUPoo Shedd be 2.Should the fee decompose, -' -ti: ° v
securely Into the d Of 4- h or -- ••, D
6.Edm atrengmrm gore a wire moan supportknce.Securely s Remove
ties adequate M z 2 )
Mateo me filter fa Stodge Take Ahura 1
d Anse during
Construction: Maintenance: m
1 1 entrance end exit area f ail vegetation,roots n objectionable Lot PI n
7.00505ete theom trench approximately wide ene9lnchea deep along me praposeellne of the posts and Clear oa egeteto, and oblactio ate 1g NCG01 make
and rich or
the cingw 0,5geaaria unanbte sediment Ore cute material and properly grade it greater rainfall;make any requlredrepe rs-tamed artily. \ tP
6.w of fanc along me bottom and side of theo-ench. nos braze 1, anti con mutng 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 ^ //
placed.seam the trench vrith soil over...brio andcompacttoo e compaction of me backfill is drainage area has bee properly stabilized. smooth it. from leaving the construction site.This may require periodic " /
n of nononce. 3.Provide drainage to carry water to a sediment trap or other suitable outlet topdressing with 2 inch stone. \ .0
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to.Do not exam niterkbrtcmexMting trees. 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immetliately remove all objectionable materials spilled,washed or \
subject to seepage or high water table. tracked ante public roadways. 5_
ANC-Envire ienId.Jpeg SILT FENCE \ co
CONSTRUCTION ENTRANCE I EXIT
-1123_5p
DATE PAGE THIS PROJECT IS IN A PUBLIC SUPPLY THIS PROJECT IS IN A HIGH-QUALITY Road�-
SR
4MIN. - FENCE WATERSHED(WS-II)AND ALL REQUIREMENTS WATER ZONE AND ALL REQUIREMENTS
REGARDING SENSITIVE AREA REGARDING SENSITIVEAREA
_ - - l WATERSHEDS SHOULD BE FOLLOWED WATERSHEDS SHOULD BE FOLLOWED PAGE 1 of 2
IIIIIII,IIIIIIII,IIIIIIII 1 Richmond/ TOTAL DISTURBED ACREAGE: 3.74 ACRES
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LOT EROSION CONTROL PLAN
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOTS 1, 5, 7 & 16
s THE WASHED I - 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 is eliminated as much aspossible.Silt fences andgravel construction entrances will be maintained as suggested in the erosion control manual.Sodding,seedingand mulchingwill be maintained to insure properground stabilizingcover.
...................NCE POST Po 99 P P WINDY RIDGE
VVIRE FENCE
HARDWARE CLOTH FRONT VIEW Teu� 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 FOR
objectionable materials spilled,washed,or tracked onto public roadways. O N S I T E HOMES L L C
wns0eh5TONE _ FENCESTEEL D CLOTH IN 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 properly to insure
w57� caoux0 NOTES: INTOAPART
lRouxO AND HARDWARE 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 cleanout operations. SANDHILLS TOWNSHIP M 1 COUNTY
1.Hardware cloth and gravel should overlay the silt fence at least 12
���aswwToo 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<°.°°X 2.Stone outlets should be placed on low elevation areas of silt fence root
P Y 9 9 do ry 9 Pe y q s SCALE: 1"-100' AUGUST 2023
and stabilization of the r bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and it possible. GRAPHIC SCALE
and based on Feld conditions.
MAINTENANCE: Grassi- 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 WI areas are germinating properly.An bare areas should be
BURN'WIRE FENCE AND B IRV V OF UPPER EDGE OF 1.Per NCG-01,inspect outlet at lest once a week and after each l Inch or 9 9- si g g rya pi carp gr g p germin gpr p y. y
HARDWARE CLOTH FILTER FABRIC w TRENCH 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 sal. 5.Replace stone as needed to facilitate de-watering.
\ Ibex l inch = 100 ft.
d� 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 8F-0106
LAST SAVED:8/17/2023 1:12 PM LAST PLOTTED:8/17/2023 3.08 PM PLOTTED BY.Dennis Gilbert FILENAME:G.\CURRENT JOBS\ONSITE HOMES\23-2724-02 WINDY RIDGE-EC\PLANS\WINDY RIDGE EC-LOTS I.5.7&16.DWG