NCC242632_Site Plan or Location Map_20240828

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- \- - - �_ CONSTRUCTION SCHEDULE
1.Obtain all necessary permits and plan approvals.Erosion and Sediment Control(EASC)permit and a Certificate of Coverage
\ _
S Ko dSR-140� (CO) bobtainedbr land disturbing occur. fMee&scpem,iq me COC and anmd ropy of Me DATE,
plan b k situ. f bly'aperm b J accessibleJ inspection. PAGE:
\ / \ 2 Install I first,tM1m 1[ reinforced'I fcnce
C/) ____ out d wattles.
J - 3.Finish I d grubbingdi I he d.
\ / 4 Begs 1 gradingdes es ••A•• ••B• •C• •D•• ••E•• •Fit G" •H••
5.Begin or continue with house consWc' activities.
N
\\\ / - -` / fit ANY DISTURBED STEEP SLOPES(SLOPES 8%OR GREATER)MUST BE MATTED.NO DISTURBED SLOPES TO ��
1/ REMAIN UNCOVERED. t T 4 t i p
N N
\ / / ).Fiv.all rough grading and house conswrnon.All areas not disnabed for T days needs to have temporary or permanent t t ' I €= I \ % R ✓! IP 11' % I
/ 216 m installed.
MDLgg _ \ \ \ // __al
/ // 8.Lac°tell do walks dpatios. t NOUS t d t F- HOUSE 'HW HOUSE
RyA(„yNE \\ \ \ // / F 9.Begin fine grading or Mt H
10 P.Mg n8mulching d stabilizing or lot.I N' ill' 1 h installation of sad on the lot The silt fence will
\ \ / A \ IN I remainplaceuntil the I sodded g -g'stabilized dtak hold. l HOUSE
) 11 y \\\\\ \ �� V'A/ �a/ / 2 IN II.The hell d If' p n of the - d d (ion control measures end comPsecansthe
wcfollowing
uon romm •-• L, �•� lu �,� L,- F
0 0 _/Al / comb'M If' f f d M1 DEMLR b' Ir O .20 r AY ROADWAY Y mat AY Y AY
b y I \ \ \ \ - I / Intl / mtPa:rrwww.d<y.negtivrabonvdiviaionarenersrm Trot ana land reatinrc<aramm,waerramm,wat<r vrogramrnpa< P s LCuas INLET
cl=or coxa AT
'o \\ \\ / , �- yA4/ / I / Twelve months of complete inspection forms shall be kept on site and mailable for inspection at all times.It is recommended a AY/E0 Notes:
ROCKFISH ROAD b \ copy be kept in a permits box.Ref.G.S.113A-54.1 Nrough G.S.113A-57 Sections 13A NCAC 0.50101 dvoug615A LEGEND C 1.If needed.Tree Protection fencing shouts be installed along the buffer zone,wetland
Sn' \\ �- -� 29 3 I I NCAC IME.0504 General Permit NCG 010000 NPD85 for Construction Activities. boundary and/or around protected trees,providing a radius of at least 1.25 feet for each
\ ./ O / / 12.Self-insp..for erosion and sedimentation control measures are to be performed at least onw every seven calendar days and inch of trunk diameter.
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1' \ \ \ - -/ ygrii�it.ee -- �I R I I within 24 hours of rvery rain event ofgreetrr tM1an 1 inch.Any needed repairs shall be made itmnediet<ly k maintain measures as 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on
/ ✓ rI \\ \\ t,arsT TL I deaignM.All ESC measures shell6e maintained as specifcd in tM1e consWction details on tM1ia plan.Amin gauge aM1Sll6e installNNSchematic/Ma d field adjusted.if necessa for lacement at low' I -_- - (= dram en I ld P Points.If lots are
` .�' at Ne project site for monitoring. Flow wREerlo Contiguous antl have tliRarent!antl ownare or builtlere.each lot shoultl have intlivitlual 6itt
�IIITI /� \ \ ` / I13.Inspection and final a<cepmncc idlers,WM1cn lM1c project is complete,thepertnintts sM1all contact DEMLR to clou out tM1e EffiSCSILT FENCE Fences.
`I� \� ' Plan.After DEMLR inf rtns the Vnminccufthcpmjcctclosc out,via inspection report,IM1c prminee sM1allvisit SILT rENCeoUTLET OM 3.Install red Silt Fence within l0 feet of rt t there is no conflict withJ \\ W8 //� "detil thee-OThas to submit an electronic Notice of termination(wNOT).A$120 annual general Permit fee will be charged ENTRANCErequired property ins ue thei
\ r V y writ the e-NOT has been Riled out. CONSTRUCTION ESEseptic system.It is the responsibility of the builder to ensure the installation of sediment
py21pP1 - ' -� r� \ ydne INLET control measures does not impact the septic system and repair area(s).
Ill
CJ+URcy ROADS 4z \ Ir� 4.At least one Construction Entrance/Exit is to be installed per lot.
R J �: \ 5.Waste bins and other areas dedicated for managing building material waste shall be at
\ \ / 0 1 least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that
2]I Q \ no other alternative exists.If this separation cannot be achieved,these areas must be
N. \ yl&RAINAG EASEMENT A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
\ �gp contained behind Silt Fence.
_ NCGS 113A-54.11S AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR
1711 \ �� - -- - 6.Inlets downstream of disturbances should be protected:streets should be swept when
_ liti
COMPLETED AS AN EXCEL SPREADSHEET. sediment fromthe wnsWction activity is present.
�� /� AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF lHE APPROVED ..\NC-Environmental.jpeg 7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances end other measures are
196 EROSION AND
a 3 �D \ SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A provided on additional sheets.Erosion and sediment control details are not drawn to stall:.
\� -1... •'sg NCAC 04B.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY TYPICAL LOT LAYOUT WITH CURB AND GUTTER
\ -192 / 35 / OPEN. INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
_ APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
\ _ _ 1' // SPACE \ DATE: PAGE:
f� \ \ DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
ma \ PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
C�' \ CONTROL PLAN."
i / 'J \ 15'ACCES$ESMT \ /
VICINITY MAP - � ( 111
25 \ 0 \ \ \ Goa /{ ,�
N.T.S. _ -� \ ae, A \ 'c ttlit
L O° d•M
\ t�ti L 70n Quo / ��� %n„ °°
iZi
v d0 9Oc`V ,v 69�� .410 iA -VP 4r CONSTRUCTION ` \ Z,, SJ'DATE: PAGE: ditti -4 �'P� SILTnLIMITS \ �' s tan add,.
5 5 / art N� 51 5 / NOT:I Mee to N , Other materials prokleing equivalent protection \ • �d'T7!i 78 F JCE4 m yOy�s 'i �� '° \ / � , xx
t2 M _II 3.-.Magain.erosive vekcities may be r« z ,P:: ` / :: ATTLE Vi' Lot P a \ \ •
FLow_'.� �Ik � 4OII � S T \`� ,,x. poet 1Z7o '�tt E INF C ,•"v' "'0�IStokes 'I 2 2 to the desired length such that logs do a to"° DN 7G / OF' ` SI�TF CE \� 2 1Consimchon M t nee.
Stakes all •� p \ eUTL .s NSTRt ETI• Q] \ 1.Clear the entrance and exit area of all vegetaton roots antl other obleconable 1.P NCGA1' p ct t k tl ft h1'ch or
a.a minimum of 10 feet ond the ke of aTING. TIIIFIt material and propady grade t g t r r f If k y q tl p di t ly.
sEcnaN e[cT oN L 1 E `� LIMITS CONS UCTIO \ 2.Place the gravel to the apeufic gratle antl tl mansone shown on the plans antl 2 Mariten tit g p tl- dt t p e t tl dmerit
qO mg ne me ens minnal areas should.located al ihe edge or the
land disturbance.The ends of the silte 1 ` 4e LI ITS20 \ \ smooth it. topdrefrom si gth [ ton Site.This may require pedod'c
`Kv°me(s)sioid �` C NS CTION i)�6r 3.Provide drainage to carry water toasetl mats trap or other suitable oWet toptlress rig with rich stone
4it .,
t0 ° 8 amelal1°p REINFORCED MIT I •/ LoP=n ' \ 4.Use geotextile fabrics in order to improve stability d the foundation in locations 3.Immediately remove all objectionable materials spilled.washed or
III� 4. SILT FENC ` / � \ \ \ subject to seepage or high water table. tracketl onto public roadways.
Wvertically plumb, Me - UTLET \ )� /// IO lrtl aeeaasinter \\\,�o / II\ 'd \ \ \ \ CONSTRUCTION ENTRANCE/EXIT
maximum intervai of 4 of 8 kry if the slit�M arnet celsgaa�°ka4e y � �� \ c_----
CO TRUCTIO \ \or Com % p�j
Wood
height of log t g na a lain. s. de lie.when \ \ LIMITS
DNTRENDHED INaT rlaN behind a \ \ 44 ••EI4 \ \
\UMMY.COMM"!90:3814,M11.1111. g8 �AU� \\ \ \ \ SODDING
oM maw,. _ a the silt
_..w.n.LrL 1.N;con DSblocO ro atl usedWee th 1 inch or greater rainfall. band even.. \\ \ \ C °`
k,dnwn��aronaLAX SOD INA STAGGERED
Mulch Or COmpost Pke Oft.DNmat<r =m;;6na not) nM ),r..m) a7,tn , mMmnMbd sediment p clogged or
\ \ \\\\ \ \ \ �l �� SPAcES Mk DO
N°,Mom a° a99 o r»t tore m.99 ,.a69 \ \\ \ ORMW TTER \ \\ \ \ d� \ ��snamnna� Area
�P�l�'G nas,n) eosin) \ TREATMENT- 4r* \� \e aN�a.aralMMmaPletE%wattle ( rn) O96m) (500m) 7s a \ � �worx Area, xpaulhnn (s („ Dee s(iett s(iiR S. )mini hea p kp° Mned. ° �\ \ \ 9�'�� \\\ `\\ \ \ v.
Nmata�amat%retae�mren,measure.
ma so
a. Ra.'n%,aonaamagaerdiM a. 1 1 \\ \ ��
rose aat< ,Pk 110 awry,), m�amax°ha k riot one ND.NatanN�
nib cea ar�� maemeLh mo
imim) nono) imkm) imim) /m/m) \\\ \ \ ��yyFP UST BE
\ \ \ RRECT
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION - // / \\\\\\\ \� =\ P�54 P•N \ \ \\ \ \ \_ p/Jy DATE: Wire Fenc F'Iter Pabrc PAGE: \\ \\ ` \79 / ^� \ \ \ III \ \steel Pwt 6Me..Emes p arc u,wreten Wre Fence Bd<kfll trenchnr May StuMurd S....with wire fence - \ 7 \ 411t. ISteel Poslthorngmlpacl \\ l I� \\� \\ \ \\\\ /w0 / lIII \ \ Y i ttliii\ I 58 / I \ ll no dll 9I
Plastic or ^' ` \ \ \ l // / fIII \ 4111110\
NrAAPPEARANCE OFAGOOD SOD
mow witPx ink SOD IS
Wire ties ryxn Dp%npa ` ---N
\\\.\\ �\ \\\ \ / /\ \ \ \ / I / I \ \ WITH me sot sMowsa
n� m f
GROUND STABILIZATION - \ .. �N� �1�� \ \� ����j / /l/ / / I I \ \ \\
W :L'g�e°eecM1 1 / SITE AREA STABILIZATION EXCEPTIONS �� \ / \ \ ifig il
' ja� DESCRIPTION TIME FRAME � \ �j � �// / //�/ / I I \ \ \ \ 'I�I_IiiIIIemaoE,o
LFRer Fab.a PERIMETER DIKES, 7 DAYS NONE \\\ \ r•,s� /� �I \\\ L_ •
1.Construction:
strength or strength synthetic filter CROSS SECTION VIEW
SWALES,DITCHES \ �� /� / ( '- TM�
2. ° m.eman Gam (Hgherfenms &SLOPES \ \\\�\ / I I I l I \ � � n ROOM 611OULOBE
rn°rapmM.r
"may mpound volumes of waters mcentto Cake re shunurk�m above the HIGH QUALITY 7 DAYS NONE \ // \ \
securelyestnn Me mnor'at askpon"eatvmn 0 feet mi mum"snap When
thene'xt post. WATER ZONES � \\��-- J , I \ \ \\\ \ \ \
4.Support standardsortmgm filter fabricftwire mesh fastened wire rlymthe reinforcement,
Moon the mask.
Maintenance: (HQW) \ \ �* �� 1 N
the wire rnmh support to the trench.Fasten nsnem sediment knees et mast Dore a week one aria)each 1
strength.°p°p° m<or greater rainfall.wee an)%gored rep.Immediate!). SLOPES STEEPER 7 DAYS IF SLOPES ARE General Erosion Control Notes
snomdeue kbd<'aasedimem fence wimp., decompose, \\
to ne°"so....
um..is urzside of the fence post.afire or plastic a space
spes tl a maximum ofeket apart Supportsshould he dn•ren THAN 3:1 10•OR LESS IN N� 1 ( -\ \ \ \\ \ \\ oaG
securely
or become ineffective,
neunatry t°provide...lane LENGTH AND ARE v � -� \ I \ NOc 1.Only the o e shown shall%e disturbed.
S.faextrmenthe finer fabric dir.'ytoo`posaa Wire or plan does not
a° support
or so pound tensile sto0rrag„eta.frykat nett rein and reduce pressure on e NOT STEEPER 1\\ \ \ M 2.All di curbed a shall be grassed a d
a knreVTake carek avoid undermining the fence during tit N \\ �i M \ \\ \ \ \ aoQ mulched a s possible d maintained
7.Ewavaie the veneh approximately a lnebe%wlx and a inches deep alone the proposed line ofke posts end THAN 2:1, 14 \ �� �\ \ \ \\ until pemanent cover s established.
Diming mates!%and un%mble sediment dep.. DAYS ARE \ - \ \ �\ \\ ` \ \ q�
6.Placep12 inhesofkink raring ae bottom and sloe of the trench. Remove
the area k grade and Stabil.it Ole tonsuring ALLOWED \ \ ` \\ \ \ N \ .' O
O.Racial ,menn<rk""nonecompact.rn a compaction drainage SLOPES 3:1 OR 14 DAYS 7 DAYS FOR `- - -� �_ �\\\� \ \\ \� \ z THIS PROJECT HAS SLOPES
e Do not..a'a fi er parkto a-Man.. e%. man FLATTER SLOPES GREATER \�- \.., -\\ \\ �� \\\ \� �\ . THAT ARE 8%OR GREATER
THAN 50'IN ��
ANC-En..menld.jpee LENGTH \ \� -�\\ - \ \\ - STEEP SLOPES EXPOSED DURING
FFFFSILT FENCE _ \\ _ \ \\
�IaF F, r,�r� ALL OTHER AREAS 14 DAYS NONE(EXCEPT / _ _ V�� -� VA\\ VA _ _ CONSTRUCTION MUST BE MATTED
WITH SLOPES FOR PERIMETERS /� I
FLATTER THAN 4:1 AND HQW ZONES) / /\ / ' \\ \ \\\ �\ \� \\ \\\� _\
DATE: a MlN. FENCE PAGE: \ �/ \ V / \\ \ .................. \\ '\ \\\\\ \��i
/ �� �� � � l \� PAGE1of2
IT_ -\\ / 7- \ \\ \ 11 \ TOTAL DISTURBED ACREAGE. 0.89 ACRES
\- I i LOT EROSION CONTROL PLAN
TOP OF SILT FENCE -�� / ( \ \ \\ \ ( / LOTS 47, 49, 68, 70 & 73
MUST BE AT aT TABOVE THE HEWASHED ���\\ ( ) \ \ \��� BLACKHAWK
HARDWAREWIRE FENCE\ FRONT.. - ��^� �.\ �- ( / / -� \ 1 \ \\\ 1 '))/ LANDING
NT" \ / FOR
\\\ MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION DREAM FINDERS
FILTER STEEL FENCE
WASHED STONE INTO SOLID GROUND POST SET MAX CLOTH IN)BENCH General-All measures will be inspected and corrections ma de after runoff producing rainfalls,or at least once per week minimum.The builder will insure that the construction activities on any particular lot d0 not adversely affect any of the installed erosion control measures.If lot construction dictates,measures will be
3'FILTER FABRIC zS7 ON GROUND NOTES: ~2 APART M!Id 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
8aro 1.Hardware cloth and gravel should overlay the silt fence atleast iz 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 all 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. Slit 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 LL=100' AUGUST 2024
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.
BURY SORE FENCE AND e.a,,napee epee OF 1.Per retrrainf it event oomd lest anyrai e week redrpair afterimeachrely. ar Sodding The sod should be maintained to insure that the take holds in the areas beingd.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 CLOTH FILTER FAeBICINrBENCH greater rainfall event Complete required repairs immediately. q- Dot bed.
grasssecure ry quad in proven dormancyquad gro too 0 50 100 200 400
2.Freshen stone when sediment accumulation exceeds 6 inches. 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.
3.Keep mesh free 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-Envir enlrn.Jpeg 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 BP-0106
LAST SAVED:8/7/2024 3:52 PM LAST PLOTTED:8/7/2024 3:56 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\H&H CONSTRUCTORS\23-1367-03 BLACKHAWK LANDING-EC\PLANS\BLACKHAWKE-LOTS47.49.68.70&72.oWC