NCC232617_Site Plan or Location Map_20230830

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\ \ 30cl�fi Read-SR 1406 / on DATE: PAGE:
\ \ - -- CONSTRUCTION SCHEDULE
\ ` --- I.Obtain all necessary pumas end plan approvals.Erosion and Sediment C°ntral(E&SC)person end a Certifrem of Coverage(COC)
\ / \ 3.Finish
before any land disturbrogemtvmes ouin.Ampy ofMaE&SC permit,the COC IT
plmt mp C" •D" E "F G "H or continuemcavation activities 1i 4 ll ll yhoz,�n ) 7. ks,) mPe silt fence will campI. 1 _� L �� u L. �J L;�
/ -- 1 until the I - tidedstabilized oink hold.
o : 1 \\ \ \ -�Z12 / I a1 / Iti hp shall Mself-inspections� Sof the d sedimentation control measures and complete the following Ce r AY �HU NAY ROADWAY AY -RUA.i'AY -HU AY �RUA AY
4b S / 1pS� r combined If' p f found h DEMLR bs u rmwa LCUxa rvLEY�EDGE OF CURB
ROCKFISH ROAD b \ \\ \\ \ -_ 21g� / Ili I / hope// d b J' I rgy d I d es/ / ter program.des construction program. T Notes
\ _� / I-I Twelve morons of complete inspection forms shall be kept on site and available for inspection at all times.It is recommended 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland
6R- \ \ 29 3 p / copy be kept in a permits box.Ref:O.S.113A-54.1 through G.S.113A-57 Sections 15A NCAC 04A 0101 through 15A LEGEND boundary and/or around protected trees,providing a radius of at least 1 25 feel for each
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- -_ �/ y fi ji
NCAC 04E 0504 General Permit NCG 010000 NPDES for Construmion Activities. Inch of trunk tliameter.I II.Self-inepxtiansfar eroaianandazodatation control measwesareto beperfotmed at least=e'di eI se um calendar daysend N 2.Install Bill Fence on[he low e/ wiNin e eallb ma spec.Anyn eau snallbe immeai mai inmcasurtsas schematiddiagrem antlfield ifL \ at vik
SIT ��- - - - - _o \ (/ hl0fefprtyline to ensure there is no confl/ I Plan.After DEMLR informs the permiatt of Me protect close out,via inspection report,Nepmnittee shall visit septic system.It is the responsibility of the builder to ensure the installation of sediment
\ "deq.ne.govMCG01"m Submit an electronic Notice of terminetiov(e-NOTT.AEI,q annual general permit fee will be charged SILT FENCE
py21pPl - ' -� CURB INLET central measures does not impact the septic system and repair area(s).
Np \ until the e-NOT has been filled out.
CxDRcy ROAD sit-ton NN \ ' \ 4.Al least one other are Entrance/Exit is to be installed per lot.
_ / I \ 5.Waste bins and other areas dedicated for managing building material waste shall be at
\ \ 2] \ least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that
5 ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY noomer alternative exists.if this separation cannot be achieved,these areas must be
- ��g - 2(I DRAINAG SEMENT _ _ \ NCGS 113A-54.11S AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR contained behind Silt Fence.
\\ `- / S.Inlets downsheam of disturbances should be protected:streets should be swept when
Mr 198 /� COMPLETED AS AN EXCEL SPREADSHEET. sediment from the construction Outlets,
present.
\ AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED „\NC-Environmentst.jpeg 7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are
11Lr� , \ EROSION AND provided
'3 3 on additional sheets.Erosion and sediment control details are not drawn to scale.
194 - / \2s SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A � aCrivEnn.c�„�,2;2020
\� \ / 6 \� NCAC 04B.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY - TYPICAL LOT LAYOUT WITH CURB AND GUTTER
792 / \ INITIALING AND DARNS EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
/ \ .fix_ APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
\ rS5,7
• / `F OPEN \ \ DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, DATE: PAGE:
/ PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
/ CONSTRUCTION SPACE \ CONTROL PLAN."
\ / LIMITS \ \VICINITY MAP = - - ti�fi� 5 I lik ? 25 \�� 10
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GOB \�&,„ 1 �0270 , A \ \ \ QJ�\1G /,AffilfilfilfilfiA�, w°�°' ea
l Idol �� AN1 4. a \ / . .;.
n yR �.46 1,� • t i
"I a sIL < OOn�� 10 \ Z v:1-4 ' rot.
\III ENCE
DATE: Sock/Wattle Silt Sow/wattle N PAGE: \ i I I 180 -IILE�` T 011"111111P.-
' d 21 \ \ 4' MIrG:,
w NOTE:
uee in slit socks or wattles.
FLow�� - 11138 jb _. _
.I= a -:11 1 II I f0f �- 17�. Ao CONSTRUC ION aao� \ �� \
r_ _II�IL, LIMITS
°O8t,1.21 to Me desired length such 0.logs do.deform. _ \•� Consimchon Maintenance,
12...11 stokes ' Stakes a. ml Ito ` ‘11F61/4..
t • , Ce NST' CTI N ��� 67 '2 \ 1 1.Clear the entrance and exit area of all vegetation,roots and other objectionable 1.Per NCGA1inspect t k tlafter each l'nch or
end a minimum of 10 feet beyond the rye of aLIM S \LOt Plan CONSTRUCTION '.Ste aL`OQy CON6T ION \ • material and properly grade greater rainfall, k y required pimmediately.
SECTION
SECTION () e \ - INF.RC I ..G" LIMITS Y ' '2'd' LIMITS \ \ 2.Place the gravel to the specific grade and dimensions shown on the plans and 2Maintain th gravel pad i dt t prevent mud d ant
tra=ce'd.7hete's Ott? 1 SI F CE G• ,G-SILT LO smooth It from leaving th construction T Thisy q periodic
I 1L6 YjUTL / , Z 20 FEN i \ 3 Provide drainage to carry water to a sediment trap or other suitable outlet topdressng with 2inch stone.
<o one, Ro 8 Mde' ^' I / ' 66 � ZD4 \ 4.Use geotelNle fabrics n order to improve stability of the foundation n locations 3.Immetl'alely remove all objectionable materials spilled,washed or
I 4 sill 1 1- '\y / / Lot Plan ALE r1 ,14 \ subject to seepage or high water table tracked onto publ c roadways.
I(II1l liWl section should be driven
cep Pem l J
shouldC
in4 Min. sock/of 8wattle.
((c
/ _,&IaE G L 65 \ � LofF"n PCG 2D2 /SILT
FENCE CONSTRUCTION ENTRANCE/EXIT
aaximaktZ \ �a I I 190 J-Y \, \ \Wood Mulch or Com s t tsockNz q 4inm v@y,' I\\���``` / [Plan REINFORCED \ �'�S �� ;V \� \ \ \ •
UNTRENCTo 1 HED'2 AUAT of log TREETHSMI. 9 not 3 s pavement
hem s \�\ \Y \ \ �ON LIMITS
` \ /� K...... SIOUTLEC 18 C•FOryOry 1JE\ y��'EM \ \sooks.ttles am Asa._concrete \ \ \ 4Ajp
n G`�'�` - // �Xl���DM mIG wT TDN �...m."m. m re NTT1. n%w w attle to hold it in)«%tce n kro d .ng runoff � \\ \\\\ �\ // 17Q�_EIN�D \\ \A1SE \ \ ))'� \ SODDING
` compost ma MTN.FLOW RAT¢ each 1 Inch or greater Remove
as \ \ \ \\ \ / LotElan v2\ \\ \ +�( LAV SOD INA STAGGERED
Mulch or Compost I needed to allow. ou T tom sIL N \\ \\\ \\ 4aJh�NT \\ \LIMRS, \ ,aM��/ \ \\\ \\ 5��� r \\\\ ` \ \ \\ w Lv:,...,;...,....,,...,
not i//m) /m/m) /m/m) /m/m) I//m) esmroenceam ama as e / / \\\\ \\ �:OEyy \ \ \ 1111 III� EnSILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION / \ \\\ \\ \N \ \ \ P� P N I1 \
DATE: Wire Fen. Filter Fabrc PAGE: C /2461' \\\ \\ \ ` ` 1g ^1 \ \ \ III \ \ #(\
stool Pant 6Max.Emes g hoc °utwreten tare Fence Ba<kfll loaner8'Max.Standard S.ngth fa.with wire fence - ,,__ \ v ` r morn9nI°act �\ \ \\ �\ \ \\\ �0 / 1 I I I I \ \ Ysteel P°%ten
up%Ipo• \�\ \ \`\_- \_ _\ \\ 8 / // / III \ w/ui t.mt A%..�aa s axlia ooaPlastic Or \\\\\\\ � - -� �\ \ \ / / LvrotwN^oFr+ron THE oEPmoF a MOW Weak nee asirseus..ixHpH .wr.t.a 1 ,\\ \ / �� \�\� ,,� J�I , et �samwaeawtL VI\OUND JTAUL�ATON \ \\\ \ \ -/ ��� �/ /l / / I I \ \ \ k
APPEARANCE FGOOD SOD
Aa� SITE AREA STABILIZATION \ / \ / III1. 1 eo-eazhDESCRIPTION TIME FRAME EXCEPTIONS \ \ �� / \/ / / //// / / II \ \ \ \ \ ki
�II�I n° ,°° � �� � �� I OPE14 / tiu ti
LFner Fabric 1 / SITE
DIKES, 7 DAYS NONE \ \ \ \ \ are,
1.Construct strength or strength synthetic CROSS SECTION VIEW SWALES,DITCHES 1 \ \ \\ / \\ \ \ \
2.mayCons.imp L mein of water
vein he fences &SLOPES \ \� \\\\ �� // , I I I �� \ \ \ yA n.n%eaomM..
Ensure
re3. tthatw height
orhesod me fenc does
o an tureaoamesnunus�m HIGH QUALITY 7 DAYS NONE \ / �
securelyt the
a:umier'continuousmr nyn wppon post of
anaraet mi to joints.mine era psi. WATER ZONES \� -- / ( \ \ \ \ N.
\
•
4.Support standardstrength tebottoofthby wire nch.fastened th seeurepm the ent,tenfarcon pM1 upsloperre mots: (HOW) \ \ -�\\
the wire mesh support to Fasten Nrensneu%ealmem fences et least once a weak one after each 1
strength.a°%I>e me or greater rainfall.Make an mowed repairs immediately. SLOPES STEEPER 7 DAYS IF SLOPES ARE General Erosion Control Notes
Mal should.mhaclof a sediment fence collapse, decompose, I\\
, neN'ground Rre^mmNof2side of Me fence post.Wire or plastic 4 Ind epes n amaMmam era restama.supped%%awe be anvenTHAN 3:1 10'OR LESS IN N.
1 ( \ \\ \ \\ \ \\ Doc
mairelExtra y nIgth fin or become ineffective,
as necessary to provide aaegu. LENGTH AND ARE \� -- -� \\ I \ \ Ng 1.Only the areas shown shall be disturbed.
6.famenntme finerfeeniceimouartoopposts Wire or plan sip.require
pound tensile Remove
for.next rein and reduce pressure on e NOT STEEPER 1 1\\ \ \ \ M 2.All di Curbed a shall be grassed a d
S.fence.Take caret°avoid undermining me fence during m \ \\ �� \\ � \ \ \ CC''''''
q m Iched a s pi ssible d aintained
7.excavate me trench appr°xlmePly 4lnme%wlk.an.Inches deep along the prop°sea lne of the poN%end clean° THAN 2:1, 14 \ \ �� �\ \ \ until pemanent cover s established.
fencing mate..and un.ble sediment deposits DAYS ARE \ \ �\ \\ ` \ q�
au Poin pizfin„atieof rbrabnmm a b°u°m and side of the trench. Remove
line areamgmaa.nd%Mbili:en Me con minting ALLOWED --�\ \\\ �\N.
\\ \\� .'
eaadi me bench wild soil Pa over.filter fa.endcompact.Th a compaction of me backfiu is 4 drainage area has been properly ambilimd
raNml m Mu fence performance SLOPES 3:1 OR 14 DAYS 7 DAYS FOR `- - - \ \ \\
attach ill existing trees. cecn as FLATTER SLOPES GREATER �- \ \......, \ \� \ �\ \\ \\ \\
THAN 50'IN �� \ �i \
ANC-Envircmrnenl.l.jpeo LENGTH / \�� \ \\\ \ \ \\ \ _
SILT FENCE _ \\ 21,.....\
- �\ \�\ .
FFFFcriLFu F t r,,,r, ALL OTHER AREAS 14 DAYS NONE(EXCEPT _
WITH SLOPES FOR PERIMETERS /� \ \�\ -� \\\ -
FLATTER THAN 4:1 AND HQW ZONES) / ' \\ \ \� \\ \ \� -
DATE: PAGE: \ �/ \ / / / \\ \ \ \\ -\ \\\\ \ /�
ats .� FENCE \\� \ \\ / / 1 -" PAGE 1 of 2
\• \ �_- -�\ / \ \ \ \ \\ \ 11 �� i TOTAL DISTURBED ACREAGE. 2.49 ACRES
1 i LOT EROSION CONTROL PLAN
�- �� / (
\ \\ \ ( LOTS 15-20, 42, 45, 50, 52 (Sc 65 67
STEEL ABOVETHE WASHED THE SHED ,\��\\ 1 \ \\�� BLACKHAWK
HARDWWIRE ARE CLOTH FRONT VIEW - ��^_��.\_�- / 1 \ \\\ 1 ' )/ LANDING
FENCE
\ ' FOR
\\\ MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION DREAM FINDERS
FILTER OF STEEL FENCE
WASHED STONE 3'FILTER FABRIC INTO SOLID GROUND POST SET MAX CLOTH IN TRENCH 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
zST ON GROUND NOTES: ~2 APART hMIN' AND HARDWARE relocated on the lotto insure that the potential for sedimentation runoff is 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. HOMES L LC
o 1.Hardware cloth and gravel should overlay the silt fence atleast 12
P P 9 99 9, 9 9 P P 9 9
�°o�� inches. 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 zIl MCLAUCH LI N 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. 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 SCALE:1"=100' AUGUST 2023
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.
of 1.Per retrrainf it event utterer lestanyraiewd k and mimesieredc rely. ar Sodding The sod should be maintained to insure that the take holds in the areas being secured.The sod should be watered as necessary to maintain adequate moisturethe root zone and t dormant of the sod.The sod should not be mowed to close,since this could inhibit adequate growth
GRAPHIC SCALE
HARDWARE cram FILTER rneRlclNrRENCH greater rainfall event Complete any required mimes immediately. q- root bed.
grass gry quote in proven dormancyquote goo too 0 50 100 200 400
2.Freshen stone when sediment accumulation exceeds a inches. and stabilization of the bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and if possible.
3.Keep mesh tree 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 = MMI
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-Envtr antatJpeg 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 )
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 BF-0106
LAST SAVED:e/16/2023 12:15 PM LAST PLOTTED:e/t5/2023 2:59 PM PLOTTED BM Dennis Gilbert FILENAME:G\CURRENT JOBS\H&H CONSTRUCTORS\23-1367-03 BLACKHAWK LANDING-EC\PLANS\BLACKHAWK EC-LOTS 15-20.42.45.50.52 Sc 65-67.0We