NCC242003_Site Plan or Location Map_20240710

` - -� �- - - �_ CONSTRUCTION SCHEDULE
I.Obtain all necessary permits end plan approvals.Erosion and Sediment Conirol(EffiSC)permit and a Certificate of Coverage
rt
\ � D�� n'1406 (Co) bobtainedc.r land permit cu. of the e&,SCpermit,me COC and ehard copy°P Me DATE
ieVa 11�� 1 ` plan b k SCHEDULE
bey'apron b J accessibleJ inspection PAGE:
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\ \ C/) \ / 2 Inxi II I f etM1m 1[ f rcY 'I f
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\ J �i/ 9 _ \\ 4 Beg,1 am ilex ••A•• ••B• •C•• •D•• ••E•• •Fit "G" •H••
5.BeBm orconimue with house consWction activities.
N
\\\ / �` / / fix ANY DISTURBED STEEP SLOPES(SLOPES 8%OR GREATER)MUST BE MATTED.NO DISTURBED SLOPES TO
1/ REMAIN UNCOVERED. 1C T ll ll p e
\ \ / / - fi 7.Finish all rough grading and howl cons,mmou.All areas not disnabed for 7 days needs to have temporary or permanent 1f €- q, ✓! ,P 11' 1ti
ADntgB \ / /� 216 / s.�x°taR an installed.
�ks dpa p Ilous 1f JL ll 112: Ilousr i
H NousEgamtAAw u. \\ \ \ / 9. fi d' fl
I1+ED � Begin 8m 810 Finalg n8 1 h k d bl %fl I N lli 1 h Ilation of sad on the lot The silt fence will
\ \ / A Iw rema pl ltM1I dded 8 -8 blized dtak hId L OUBE\�)4p yP \\\\\ \ �� ,'1/ �a/ 2 IQ /) I I I.The hall d lf' p f M1 - d d tion control measures and complete the following '� _ L ��' a �� AY L Y L•
o o • --,„1.. / combined If' f f d M1 DEMLR b' 1 CURB INLET
ce of CUae Y RO r AY ROADWAY �ROA AY
Cift
r i \ \ \ \ / I rw I https'I/wwwly q nt v/aboomp s/c 6Y o mcml alb kept
on site
avaw.le for mwarer prat.times.
c°recommended
ecomm ProBa I/
b 0 \\ \\ \ / y9/ / / I Y=I / Twelve montM1a of complete inspection forms shell be kept on site and available for inspection at all times.It is rccommmdeda 6 L AY`Eo Notes:
\ ROCKFISH ROAD % \ ¢ copy be kept in a permits box.Ref mrough G.S.113A-57 Sections ISA NCAC 04A.o10 Mroug"15A LEGEND 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland
sit \\ \ �- --/ 7 29 3 I¢I NCAC 04E.0504 General Permit NCG 010000 NPD85 for Comtmcti°n Activities. boundary and/or around protected trees,providing a radius of at least 1.25 feet for each
\ O / 12.: : iw
friwpenimuGee ionandsedimentati0ncon,U.E,S snresarcrob griv,irmedatleastanevery seven cm,
days and inch of trunk diameter.
1 \ \ 21T €/ '1
/T
If- CSILT FENCE URBNET
a �_ NOT A$120 m I grnml fee will be cM1m ea 3(w ) Permit 8CONSTRUCTION been filed Out. septic sys era. responsibility pH21pPl \ - -� \ At leas oComeasures trues noEntrance/Exit
impact the septic system and repair area(s).
eJruacaROAD$ 4z \ \ trG 4.At leas[one Construction sdediated is to be installed per lot.
R 3 �> \ \ ` P 5.Waste bins and other areas dedicated for managing budding material waste shall be at
\ \ / 0 1\ 1 least 50 feet away from stone drain inlets or drainage ditches unless it can be shown that
2]I Q 5 \ \ no other alternative exists.If this separation cannot be achieved these areas must be
\ 'g1'al<A1NAGa y A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
\ �gp ry contained behind Silt Fence.
__ _ NCGS 113A-54.11S AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR
■ \IIII �� - -- 6.Inlets downstream of disturbances should be protected:streets should be swept when
_ r� COMPLETED AS AN EXCEL SPREADSHEET. in preset
�� /- ` AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED sediment from the construction activityt.
..\NC-Environ mental.jpeg 7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures am
sit
196 / r.e EROSION AND
STRf1CTl. -3 ..F ✓ provided on additional sheets.Erosion and sediment control details are not drawn to scale.
\ _ _ _,....` LIMITS J'G CD rR \ SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A __ _ __ TYPICAL LOT LAYOUT WITH CURB AND GUTTER
NCAC 04B.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY
\' INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
\_. _192 35 / ° OPEN, APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
\ 1'r DATE: PAGE:
•FNCEo ILT \ IT*
SPACE \ \ DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
FENCE OUTLE n,y�, PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
\ SHOOS• / \ ` \ \
_ CONTROL PLAN." \
�? ATTL' 5'ACCE$S ESMT \ \ \
VICINITY MAP - ,rr ` EN ( ]'\ 25 \ \ ��
\ �.BEOUTL ED t< F.E CE \
OUTL`CE ASILT\'/I0 z�.•. 04 \ \ ��a /�yy�
-� SILT �q-1 O � La sot
N.T.S. CONSTRUC SON n FENCE
LIMITS \ ^�/11, A LE E x vet~ -}, 44 \ ` ONSTRUCTION \ `Q�NCJ / M
.:..tr,
SLOPES EXPOSED DURING CONSTRUCTION 4'- Fte r� A-TTLE ..,,,. ilf CV=T tAN70 \ QJ �.. .. M, sP
MUST BE SECURED WITH APPROVED MATTING �� ! Et TE \S �c FENCEE, \ *' •\ n \ 1\ / �. �.�.�
NO SUBSTITUTESI SEE DETAIL PAGE 2 ,< , GO 90`� a WATTL\ F-IL IE °� \ :..ejr,./;,./;,./;,./;,./J.,.../Z0j.tr..j.i1Z.e
\ \ REINFORCED SILT \ O O .� 6 �� _- �'x
FENCE OUTLET j� ^ SIT G' -F`r@- ,� W r \ / ,• S s Mn+
(J E CE
DATE: PAGE: �y 2 `�'P CJ�eHy��/,> \ 4� b
... watt ..Area
cot NOT: _re equivalent Prmenten \v.a • e �'1•
r 8 ` `C 47 e • \
6 5 / 51 5 / tie • ,
3.
be , Other
PLo t2 Mn a II._„" II I _ 2 2 eq unhado.ya co..les. • .'. FENI W LE,..:' SIITF CE 41111‘;*t>
RUCTION i s • \ es
w_�� �I eons+erosive velocities may Oe suestauted for
V t \CON.T
''' II'�IL. 20S
�� Construction: Maintenance,
�I Stokes 'I Stakes 3. etl ond Pe Pe of a
1 72 \ ��� _J UTL .� \ 1 1.Clear the entrance and exit area of all vegetation,roots and other objectionable 1.Per NCGA1inspect t k d after each 1 inch or
a.a minimum of 10 feet SECTION SECTION e„eL=n)located blow �� material and properly grade t greater rainfall, k y required pimmediately.
�\ ./� -LW ah \ \ 2.Place the gravel to the apeufic grade and dimensions shown on the plans and 2Maintain ih gravel pad i dt t prevent mud dment
flat areas should.located al e edge of land di.rhance.The ends of the siltthe
` \ 1 �• ,20 V� \ \ smooth from leavingth construction site.This may require pedod'c
�0 1 1Z_ / ,. 3 Provide drainage to carry water to a sediment trap or other suitable outlet topdressng with 2inch stone
to ° 8 emit>1m going around the one mine \ I Si?(C eCONSTBL N \ \ 4.Use geote,Nle fabrics In ortler to Improve stab111ry of the fountlahon In locations 3.Immetliately remove all oblectionable materials spilled washetl or
IIIII� 4. LIMITS \ / 2 \ subject to seepage or high water table. tracketl onto public roatlweys.
WWvertically me - \ 7\ Tpc(
°'o ( I \ \ CONSTRUCTION ENTRANCE/EXIT
maidnam of 8 feet if the ilt of 4 feet a�mnce through the is olgeeme;I 'inch x 2 inch cross sedon ahould be driven C� �� \ \
UNTRENCTo 1 HED/2 AUATI oh Of Frog at g nil 4 Min. s. nt )1,
\ litti,Z.
•EI� \
NBTWoOd rely �`re elo« ;11° °aan aMw. \
ISOMETRICVIN THISMULAII• .nm. m m�, ,` raven aeino be an"nemnNevents.
\\\\ \ \\ / AU3f \ \ \ SODDING
MAINTENANCE:SOCK INnAL FLOW RATES 1. concrete
nil apdawame at lent weekly accumulated sediment and any debrisand
after SLOPES EXPOSED DURING CONSTRUCTION N.
( \
cakvosT 90 MUST BE SECURED WITH APPROVED MATTING.\ ` \
muichorcomeost needed to allow. NOSUBSTITUTES!SEE DETAIL PAGE2 \\\ \ \ \\\\\ \\ \ \\ 50 ��
for Wisnamnen Sacks
� PreNeMd De.Olameter Be Compost Sock „=m, OOPno..)e«n")(Fn.m) 3n,Son 9. mle must n p d ltlt will\ \S ORMW�TER \\ a ��
�sn°s°ekm�c�°n .3`mi ie`mi \ TR TREATMENT- #46111101k0
\ \fie
Wattle /N (;''''m) (3°en m) (saoe�n) ` \ 1 \\ \ M WV
oseaorelMMinc NECE>.
w°,k '''� Hw°°K n„ 7s ,r3 sq f< gR ' \ \ #t;
,,a - ''''A'irrItlinillE'640STER'E'"71567:
romrp°nd°9 ber°me>e e>°wweme may nena -mametaamnn,°taa'a. Rw'k naean,.. ante ePre/R wmirt ,,,nm Il Iona..:I1 (a ( ( g(2e, ( elswroencefs mmpek ens me areaabove me \ � �� Amxsv corwECTLv.
/m/m) /m/m) /m/m) /m/m) /m/m) mea°arenaebeenpe°°enamlyneMlaed. / \\ \\ \\ \\
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION - / / \\\ \\\\\\ \ \___
�= \>� Ppp/•JyN \ \ \\ \ \ \
DATE: Wire Fence Filter Fabric PAGE: C / \\ \ ` \ \19 / ^� \ �\ ll II \I I \ \
Steel Poor 6Mex.Emes g brc °u,wreten Wre Fence Bd<kfll trench v \ \ \ -
8'Max.Standard Strength fabric vdth wire fence . \ \ �� goo � \ \\Compact = \ \\�\ \\ �\ \ \ \ / I I Y IS
tool
71 steel Post \ \ \ \ \ 41 3g / I \ »4l I nlddll. I.IS II I
Plastic or IZ _ ,a. a ups ope \\\�\.'\\ \ �\ • \ /��\\\\\\\;\ /,;'/ / / 1 I I `\ \ \ wmT"e sot Tnciro Wonxnswxo su aI. awwea
Wire fen te4 , GROUND f , JTAUL�ATON \ \\\ \ \ \ - /��-��\ / l/// / I I I \ \ \\ APPEARANCE OF GOOD SOD
,�9( :aI°?a:.°,,a" SITE AREA STABILIZATION EXCEPTIONS �� \ \ / I Mp� n°,E,qr
I. x 1 / DESCRIPTION TIME FRAME �\\ ��I \\\\\ \/ � �// ///�� I I I \ \ \ ifig 'I�I I_��III InnaµnoE,o�`FRer Fabr'a 1 / PERIMETER DIKES, 7 DAYS NONE \ \ �� f•,s� /�� ��� \ I_
1.Construction:
on sea strength or extra stren9o�aynostxfilter ranxs coons SECTION V Ew SWALES,DITCHES 1 I\ m� Zr �\ / '-
2.Ensure that Me°m�impound
and volumes fence does not exceed.24 uroam re die greuna.(Higher rmces &SLOPES \ \ � \\\\ -�� , I I I I I \\\ \\\ \ \ - aSAVMCK�nnrnNnill n.na>aomM.r
aprwaretaamcemtocausefauelengt fh HIGH QUALITY 7 DAYS NONE \_ \ \
securely step MefIter O uv only at w psr pest with a feet mi mums pints.
p to the joints
oa>'t. WATER ZONES `\\ (
standard strength htabem"yhe+lte >nrastenthe wirerelvm on iguslope thniae noon pM1 upslope pence: (HOW) ` \ \\� �� \ \ \ \ N \
ninre>ped>ealmem knees et least once a week and after each 1
4.Support
Side of Pe mango.°p°p° m°or reaterremel.make an reaal'ea repo rs Immediately. SLOPES STEEPER 7 DAYS IF SLOPES ARE I\\ G21l2fO Erosion Control Notes
the wire mesh sh support
euapn�nno za should tie feta.ofasediment fence collapse'tear,decompose. THAN 3:1 10'OR LESS IN �I \� 1 ( �1\ \ _ \\ \ \ o
5.when a wire fie storm am is used. amalamnm nrareet span.sappod>a should he amen osreplace'n promptly. / 1 � \ \ I \ \
sscouretrength lterkbdswims lot post spacing does not require a wire mesh supportfenoe..eurely sediment depositsor become ineffective,
as neuasary to LENGTH AND ARE \/ \� N� 1.Only the areas shown shall be disturbed.
6.Extra
Me Wenabric ding to posts.Wire or plastic zip ben should nave a minimum of SO pound tensile .ro""ragevolo.°Forme next rein and reduce pressure on e NOT STEEPER -\ i \ \ \\ M 2.All di turbid a shall be grassed a d
S.fence.Take caret°avoid undermining the fence during qt" \ \\ �i M l N \ o�Q m Iched ass s pi ssible d aintained
7.extr8°ageie oe benm apP°xlmakry 4lnme>wlx anaemonos deep along the preposea line°roe po>k end THAN 2:1, 14 1\ � �\ \ \ until pemanent cover s established.
rafting oat>naM and Unstable sediment deposits DAYS ARE \ \\ ` \ q�
e.upslope
from
nches°Menne along ae boo°m and sine of the trench. Remove
a Virg the ere.m grade end Stabilizer ,ne coed.,. ALLOWED \ \ ...... ` \\ \ \ N .' a
O.nm ,o°nunrk"°canecompact.rn ecompactionoroebanknlus areineg°area has bemprepenrsm"ilaflBf SLOPES 3:1 OR 14 DAYS 7 DAYS FOR `- - -� \------__- �\\\� \ \\ \� \ \ THIS PROJECT HAS SLOPES
10.Do not to aerletO ek>nnn leas. FLATTER SLOPES GREATER �- -\ N�- \ \\ \\ �\ \\\ \\ \\ THAT ARE 8%OR GREATER
THAN 50'IN ��
NC-E°"rC,rne,Ial.jpeg LENGTH \ \� ��\\ _ \ \\ - STEEP SLOPES EXPOSED DURING
SILT FENCE (EXCEPT _ \\ _ �\ \�\
�Itr r, ,,,,, ALL TTHER AREAS 4 Dnvs NONETER / _ _ \ N:--- ---- -� VA\\ VA _ _ CONSTRUCTION MUST BE MATTED
WITH SLOPES FOR PERIMETERS /� I
FLATTER THAN 4:1 AND HQW ZONES) / /\ / ' \\ \\ �\ \ \\ \\\� _\
DATE: 4 MIN. FENCE PAGE: \ I \ 77 / \ \ \ \\ '\ \\\\\ \��i
/ �� 11 \� PAGE 1 of 2
IT_ \ / \ \ \\ \ 1 \ TOTAL DISTURBED ACREAGE. 1.54 ACRES
\- \ I i LOT EROSION CONTROL PLAN
TOP OF SILT FENCE -�� / (
\\ (� / LOTS 37 41, 43, 44 & 46
MUST BE AT STEEL TABOVE THE HE WASHED \�\\ c ) N \ \��N V - BLACKHAWK
HARDWWIRE ARE CLOTH FRONT VIEW - ��.^���.\.�- ( / \ 1 \ \\\ ' )/ LANDING
FENCE
\ / FOR
\\\ MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION DREAM FINDERS
FILTER OF STEEL FENCE
WASHED STONE INTO soup GROUND POST SET MAX CLOTH IN TRENCH General-All measures will be inspected and corrections made after runoff producing rain falls,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 Iot construction dictates,measures will be
n FILTER FABRIC n67 ON GROUND NOTES: ~2 APART M1Id 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 at least 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. 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' MAY 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.
oP 1.Per tatCG-0i,inspect oompht at lestanytemewrekpair aim eachrely. ar Sodding The sod should be maintained to insure that the take holds in the areas beingsecured.The sod should be watered as necessary to maintain adequate moisturethe root zone andprevent dormant of the sod.The sod should not be mowed to close,since this could inhibit adequate growth
GRAPHIC SCALE
HARowARE CLOTH FILTER FABRIC IN TRENCH greeter rainfall event Complete any required repairs immediately. q- out properlygrassry quote in dormancyquote 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 entot.7pey 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:5/20/2024 1:09 PM LAST PLOTTED:5/20/2024 1:29 PM PLOTTED BY.Dennis Gilbert ncnvvun:G\CURRENT JOBS\H Es H CONSTRUCTORS\23-1357-03 BLACKHAWK LANDING-EC\PLANE\BLACKHAWKE-L01537-41,43.44&46.coo