NCC242142_Site Plan or Location Map_20240716

\ \ 30Ck#1 Read-SR 1406 _ _ / CONSTRUCTION SCHEDULE pen.
DATE. PAGE:
\ ar permits
_ I.CONSTRUCTION
all nee p and D L approvals.Erosion m�a sediment cnnrcnl(EHsc) t and n Certificate of Coverage
\ � � _ (CDC)moat be obtained before any land detrainsdisturbingb x,tmid as occur.essibl A cony in tee MSC permit,the CAC and a hard copy of We
\ _ - plan must be kept on site,preferably in epenuih box,acid accessible during inspection.
\\ / 2.Install gavel construction entrances first then silt fences,reinforced silt fence
N \ / \ / / \ outlets and wattles. I� u u A 1Y 1l
/ �1/ I 3.Finish clearing and grabbing any necessary areas on the lots as they are started.
\\ \ \ \ i / 276 / / 1 5 Beg,I grading ndhhexcavationP 1i' ✓! IP �' 1ti
on activities. - L?:-)
+4,, L._ _ ,f J t� L_.3B r
�0 9 \\ \ / _----- '- I¢ 9.F' I I M1 d b I' f I.1 lids 11' 1 th installation of sod on M1 1.Th 1 fe ce will RD• AY RO AY MHO AY Ro NAY ROA AY
p I \ \ -�212 / I I / pl 'I th - added Bras'8 reb'1' d dmk h Id. AY/Eo �ROADWA
'2 \\\ / 1ppS� I 10 Theshall d If' IN deed' Imeasutea and complete h following
G UR C
'0 \ \\ \ \ / 29� / / /-I / combined If'spec f de h webs. P CURB GE OFCURe Notes
ROCKFISH ROAD h //www.deq.nc.gov/abou✓div sons/enerxy minem;1;alsoun,r5;;tstotio;;;;:v,ources/smrmwater/sromrwater vr°xraminpdes conswn�on program. 1 Ifneetletl.TreeProtect onferia rig shoutsbe nstallatl along thebuRer zone wetlantl6n- b \ \\ �- -� / 29 3 1 O I / trya Twelve months of complete inspection forms s site and available for inspection at all times.It is recommended a LEGEND boundary antl/or around protected trees,providing a radius of at least 1.25 feet for each
\ 1.Icopy be kept in a permits box.Ref:G.S.113A- .S.113A-57 Sections 15A NCAC 04A.0101 through 15A inch of trunk diameter.
.C \ _- �- j
- RNCAC 04E.0504 GcncralPermitNCG 010000onsWction Anivines. 2.nstallSIIIFenceonthelow elevationsidesof eachIOLInstall SiltFence outlets shown on$„ar I \ \\\ -20`n91„r' F5MT J 1 17
/ I.Slf-inspecti°nsf°r erosion andsedimentation res aret°be performed at least once every seven calendar days and N schematicltllegrem end fold edlu8ted.if necas58ry,for plalrement et low Pointe.if lots ere
�- Len I \ -/ / --- - AINASa Sp1TJ within 24 hours orevL event of greater th.I inch.Any needed repaint shall he made immediately to maintain measures as contiguous and have different land owners or builders.each lot should have individual Silt
1 IT - /�IT yM \ \\� ' 1 designed.All ESC measures sM1a116emaintained as specified in the conswnion details tan this plan.Amin gauge shall he installed SILT/FENCE TIO Fences.
I/) J I `S \ _ I at the project site for monitoring. SILT FENCE OUTLET L� 3.Install red Silt Fence within l0 feet of property t there is no conflict with
0 28 l ENTRAN required grope y line o ensure
0 12.171tionand5wlaccremanc,lmers.Whentepmject is completevthepemrineesshallwntact DEMLRtoclose out the MSC s tl t It is the yes Ibll f the builder to ensure the instellallon of sediment
.� \\ \ ` 4 eP c sYs era. Pons ttY o
-` TH.I Plan.ARer DEMLR informs Me permrttee Dfthe pmjectclose Duo vie inspstion report,the permitted shell visit CURB INLET central measures does not impact the septic system and repair area(s).
RH21PPx CHURCHROAD ? A\ _ \ \ "do-tnc.govM0001"m submit an electronic Notice of termination(e-NOT).A$120 annual general permit fee will be charged 4.At least one Construction Entrance/Exit is to be installed per lot.
SR-t4xx \ until the a-NOT has been filled out.
_ r\ I 5.Waste bins and other areas dedicated for managing building material waste shall be at
_ ♦•J \ least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that
_ o other alternative exists.If this separation cannot be achieved,these areas must be
\ \ - 27 5 \ A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
\ 2 D - 2(I DRAINAG SEMENT NCGS 113A-54.1•IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR BWtocontadetl behind Silt Fence.
H \ �� / _ - 6.Inlets downstream of disturbances should be protected:streets should be swept when
IIII \ 198 COMPLETED AS AN EXCEL SPREADSHEET. sediment from the construction activity is present.
\ ` /� AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
..\NC-Environmental.jpeg T.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures am
11L� 3 31 EROSION AND provided on additional sheets.Erosion and sediment control details are not drawn to stale.
_ K0 SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A
7gq 6 \ --- TYPICAL LOT LAYOUT WITH CURB AND GUTTER
\� \- \ 35 / NCAC 046.0131 STATES THAT ...DOCUMENTATION SHALL BE ACCOMPLISHED BY
792 / \ INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
-- / \ .fir_ APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
\ r4.. OPEN \ DATINGAND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, DATE: PAGE:
-- PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
?o 'SPACE\ \ CONTROL PLAN." \
VICINITY MAP ' - /- -- 1 ' ' 'Z'' gbh \ \ -.• zr. z ...,
/ ( ? 25 \�° \ \ as \ till'
N.T.S.
94'
- „Sty e'o2 70 /.ea \ \ Q � � _ •n.,,o„°°
\ I O .�\d. 43
3111° Ilit* C4•
� #\ ,---,
I 40 c \.:\6 10 \ / e -r
A
trlip \ rot.
DATE: PAGE: e� \ �, s Mn
6' S /watt 51 Sock/t wattle NOTE: \ Ekr ,
I 1. erosivevel.lesmay ,I :: \ RUB-. \ 'ps�ry
FLow�� �Im - / -�i�lr
.1= a -.11._ice II III ,- �\ - \ ENT' C1>.
SIT_
,x Mn'I 2 2.IL. x. goys 72 SI�T , Construction Maintenance,
i- \
ii
to the desired length such that legs do not deform.
Stokes Stakes a. ml Ito ` \ _ .I• .•F FENCE �r \ 1 1.Clear the entrance and exit area of all vegetation,roots and other objectionable 1.Per NCGA1inspect t k and afterh1inch or
SECTION .10 beyondand and of a material and properly dal t rainfall, k requiredimmediately.
SECTION "uerthe"co �\ �•Ie WATTLE '� V \ a \ \ ProPa Y9ra greater Y q P
flat areas should. 2.Place the gravel to the specific grade and dimensions shown on the plans and 2.Maintain the gravel pdi condition t prevent mud sediment
land disturbance.The ends locatedfsilt oted r the ` \ / ���' �G• �� smooth it from leavinglh construction site.This may require periodic
met lM,wabetumeahM�my p oem REINF CED y,/CONSTR CTION , 2D \ 3 PreVde drainage to carry water to a sediment trap or other suitable outlet topdressng with inch stone
<o A•nna*' RO gK,ar.. prevent runoff 4 from eta ire eerie to - / ' FENCE LIM S \ \ 4.Use geotexfile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or
r dlalmtt are / OUTLET 9 02 subject to seepage or high water table. tracked onto public roadways.
kes with a
sin mngt cross
uldb is
U / It/\Oa ramtererebb namhecd be INsilt2 (\ /inc
m pPwsh'al of4 feetce�marximumint \ \n Mzi"ts rea%a enpIacedatye eianrk/wama a � � CONSTRUCTION ENTRANCE/EXIT
ins \\ �� � ' #1411*
\ \
rren°h in eta ndallta�Mwnt rind a4mHt •
To 2 height or G°m %t ymnna 4 Min.
To t/2 nelghl or l09 s. \
NTRENDHEDINBT ArIDN ENTRENCHED INSTALLATION. socks/wattles:"9 \ ••EI� \N RENaHEO ,%aµ„„e t o et,,;nnpl;e doling
pavement)
trench. tp°,%
Ba m
."�„core arm,..,m ,,, concrete blocks shall be used
noff
aM mIa w 1.MAINTENANCE:
„spa m.atnrel kMd .� \ \\ \\\ �� \ l/ �AE \\ \ \ \ SODDING
Mulch or Compost . a m INaAL FLOW a \ \ \\\\ ST0RMWANER \ \\ \\\ \ \ .L \ � L� LAY SOP INA STAGGERED
for�snanNm Socks
� PmNemd p%,FInpMm%ter =m� (4.ma)a«n:;1 e�n.mj 4�,Son 9 anremnatn p d net re \FTM�ENT \\ \\ \ �a R'I
sin°$°ck1�� `ma`m, \ \ \ \fie
Wgtba /M (7,7): 1,raj Io°mi I \ \\ \ aNns NpraIMNlnaPleeE%
work ma I,f Wg` J r\ \ \ \ \ „, , eal \� \\ \ \ \ \ \
:" i;G" aea" a za" °i5,'." maaanrehaa�g 'aa a"e1 d / \ \\ \ �cp�� I \\ \ IIIITmaw ATeas Cur sty
m m non m m m m m raj a. e 'mmpamta�nlM naMlUee. / \\ \\ \ \ \ \ •G�,sy \ \ \ \
Oppo aM
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION - / // \\\ \\\\\ � \ P\ J p•N \ \ \ \ \ \
DATE: Wire Fenc Filter Fabric PAGE: • \ ( \\ \\\\ ` ` 1g \ ^� \ \\l \ I I I \ \ \ \
14 Max.Standard S.ngth fa.with wire fence -
Steel Post 6Mex.Emes a rite ut wire ten Wye Fence Wire Bockfill
Comren in \ \�/, \ l \\\� \ \ \r�\\ %AO / \ I I I I I I \ \ 4111110 I III
moroUym°net \ \\\ 1 \ \ \ \ // I I Y tool
Steel Post \ I \ ,aiml ill Idllll I,II III
- Upnpoa \ \ \� \�\\ \ /� � �� I wTHTHeaat TA.r E « OD IS
Mms
maa
Wire lies Plastic or
f
:� C� F'� \�\ , , -� - \\ \s \ i/ / I I \
1 te4 the trench a�n GROUND STABILIZATION � �� 1\\\ \ \\\ - /��-��/\\� //l // / I I I \ \ \ \\ APPEARANCE OF GOOD SOD e,
�(�(}( faI°?a SITE AREA STABILIZATION \ \ I / \\/ / I\ \ \ �I�tl9� a% ,,
4 7 x11 t DESCRIPTION TIME FRAME EXCEPTIONS \��\ \\\ \/�-\ �// /// I I I \ \ \ II�IIiiilll I 1 1 '111.1'I
LF¢ar Fabric 1 \ PERIMETER DIKES, 7 DAYS NONE \ \ \ ` �� \ OP�r,,•l"„•e�i /��� 7(7 \\ \ °rero
1.Construct strength or extra strength synthetic filter fabrics. CROSS SECTONVEw SWALES,DITCHES 1 \ � /�\
2.Ensure that.Construction:
impound h nre'm re me 9mnna lll9nerrenua &SLOPES \ \ \\ \\\\ -\ , I I I I(( ( \\\ \\\\ \ � � n.n%rmmM.r
%orwarersnmcemtocausefatareormestmn HIGH QUALITY 7 DAYS NONE \ \_
nmrerN r�:uroilmr"n in old aw poet"s:v°mnafddt mi m�manp-rot me eye o are
. WATER ZONES `\ \ (
4. rdarao"'n arrhemhynvrlremeahtrarene"sacUrelymme nvslopo aiaa V'posts.Extarte nonce: (HOW) ` \ \\� \ \
the wire "renslldn sediment fences et least once a week one aster each 1
strength.a ups lope me or reeler rainfall.Make an required repays Immediately. SLOPES STEEPER 7 DAYS IF SLOPES ARE \ General Erosion Control Notes
Mal Should.fends of a sediment fence collapse, decompose, \\
side of 5.when a w.g and dre^mumUof2 post.Wire or plastic 4 Ind.pes et amaMmUm ore reel apart.snppod%%Dula he envoysTHAN 3:1 10'OR LESS IN \� 1 ( \ \ \ \\ \ \\ o0c
aaeureiExtra yrength do or become ineffective,
as necessary provide adequate LENGTH AND ARE \� -� \\ I \ Ng 1.Only the areas shown shall be disturbed.
6.faelenmme aneH.dir.y to posts.core or plan zip ee::�menvemaa support
pond tensile Remove
for.next rain and reduce pressure 0n a NOT STEEPER 1 Il\ \ \ \ \ M 2.All disturbed G shall be grassed and
S ranee.Takecaret°avoid undermining the fence during m \\ �- M \ \\ \ \ \ ooq m Iched a s pi ssible d aintained
7.excavate me trench approximately 4lnebe%wlx an.Inches deep along the proposes lee or me posts end means THAN 2:1, 14 ` \ \� �\ \ \ until pemanent cover s established.
%ncing material%and Unstable sediment deposits DAYS ARE \ \ �\ \\ ` \ \ q�
fie Poealant etrenchof fabric along the wits mroexa.over°manerfaa or me trench. Remove
aepuy all
area tograde and sttabilien tea con°perm ALLOWED --�\ � \ �\\\ \\ \\\ �
eankdl me trench wlm soil plea.ova,me nnerrabnn one compact. a compaction orme bankfiu.a 4 drainage area has been properly stabilized.
[M.N....performance SLOPES 3:1 OR 14 DAYS 7 DAYS FOR `- - - \ \ \ \\
:axon ell existing trees. emir aU FLATTER SLOPES GREATER �- '''.\.....,
\ \ \ \ �\ \\ \\ \\
THAN 50'IN �� \ �i \
ANC-Envircnrriert Lai.jpey LENGTH / \�� \ \\\\ \ \ \\ \
SILT FENCE _ \\ 1 �\ \\\ _ .
rrrrC I,FL r 1 r,,.r, ALL OTHER AREAS 14 DAYS NONE(EXCEPT _
WITH SLOPES FOR PERIMETERS d /� \ \�\ 1 -� \\\\ \\ _IL-
.FLATTER THAN 4:1 AND HQW ZONES) rid' / ' \\ \ \\ 7
� \\ \ \�
DATE: PAGE: -1-:-,----
_/ / \ / \\ \ \ \\ -\ \\\\ \ /�
MIN .� FENCE \\� \ - PAGE 1 of 2
-- _7_ �_- \ / \ \ \ �\ \\ \ 11 i TOTAL DISTURBED ACREAGE. 0.18 ACRES
_ i LOT EROSION CONTROL PLAN
- -\� / ( \ \\ ( LOT 48
aT ABOVEHEW THE WASHED \��\\ 1 \ \\\��� BLACKHAWK
HARDWIRE WARE CLOTH\ FRONTwEw - �• �^�\\\\ �- ( / / -� \ \ \\\ ' )/ 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 oollections 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
z6T ON GROUND NOTES: ~x APART MIN' 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 : f.Hardware cloth and gravel should overlay the silt fen«atleast iz P P 9 99 9, 9 9 P P 9 9
�°°�� 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' JUNE 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.
of f.Per tCG-0i,inspect outlet atpla lest e anyreewrekaair aim eachimmediately.
or Sodding The sod should be maintained to insure that the take holds in the areas being d.The sod should be watered as necessaryto 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 FABRIC IN TRENCH greater rainfall event Complete any required repairs immediately. q- root boymain grass gsecure quote in proven dormancyquote gro too 0 50 100 200 400
2.Freshen stone when sediment accumulation exceeds 6 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
SECTIONoww 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-Envy entatjpey 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 lfF-0106
LAST SAVED:6/18/2024 9:19 AM LAST PLOTTED:6/18/2024 10:01 AM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\H Et H CONSTRUCTORS\23-1367-03 BLACKHAWK LANDING-EC\PLANS\BLACKHAWK EC-LOT 48.0WG