NCC232266_Site Plan or Location Map_20230728

\ - �ckfi Read�SR 1406 `/ CONSTRUCTION SCHEDULE a DATE. PAGE:
\ \ / S / -� 1. Obtain all necessary p 'w and plan approvals.Erasion and Sediment Control
� � � �- � � (B&SC)pen nit and a Certificate of Coverage(cod)moat be obtained before any laud disturbing activities
�� . A wpy of the P.RS apermit,the COC and a hind copy of the plan meet be kept on site,preferably in
\ \ � � - box.and accessible min
7 permits girrspttnov.
\ � 2. Install gravel construction entrances Bras then silt fences,reinforced silt fence outlets and wattles.
� \ � 17....
�/ / ' \l 3. Finish clearing and grabbing any necessary areas on the lots as they are started � ¶ R� A� T;HOU:
� �/ _� �1 I 4Beginlotgmdivg and excavation activities ¶' 11
�, C Co % 5 �i li' � 5A'\ \ \ � ' / /\ \ 5. B S ti thh tru non activities snnnL6yR��� w \\\ \ \ 218 f � \ �. i.inisnet gh�dlkgs dpa� awnbon ¶'HOUS¶ d�ti �� � HOUSE � Wx0U5E\ 8. B 8 r g tli g f l t I.p \ \ \ -_ / ,�1j \D \ Imp 9. P Igr g IF g d blg fl I h' 'll I M1 11 of sod ov Melotww 4� ` L, �•� u
�) p *3' \\\ \ \ /� d IQ The.-1 f mulching
place -1 h 1 sodded grassing stabilized d k hold. cot I•RO vl SRO• AWv �Ro• AY L-HO Av Ho Av AY IAv
\ o0 1 \ \ -� Z/ / 10. The contractor shallconductself-inspectionsof the dad sedimentation 1 ensures and complete U IURB INLET�Foce or CUR'
ROADWAY'� 2 \ \ 1I tidpp I I the following combined self-inspection form found the DEMLR website
p \\ \ \ / �- 1/_y2:'9't..."....:.......:-=716T
/ /iI \ https:l/files.nc.gov/ncdeMLREy°/20Mmeral%20and%20Lmd%20Resources/StormweterMPDES%20 Ntes:
1.If neetletl.Tree Protection fencin hou1d be installetl alon the bufferzone,wellantl\ xFrsx Rono b \ �_ _� �' / / General%20PermiLs/DEMLR-CSW-MoniWrinI Sri ys-Rev-August-8-2019.pdf.Twelve months ofcompleteLEOErvD dtgsR- \ \\ ., \ / '29N31 O I / forms shall be k d available for ins ection at all times.It is recommended a co bebeuntlaryantllor arountl protectetl trees,provitlin9 a ratlius of at leas[1.25 feet for eachmspe<bon apt on sice an P PY�i inch of trunk diameter.
/ .c \ \ -- -- 1'I\ kept in a permits box.(GS 113A-54.1(e),ISA NCAC OSB.0131,NCGOI Pan Ili Sections A and B)
/ \ �� R 2.Install Sllt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on
// �/ $� I \ \\ J / 11. Self-inspections for erosion and sedimenmaon control measues are to be performed a[least once every sevenNgram en 1 ry, p points.If lots ere
/ I \ ___ j “lender dot s and within 24 hours of ev t of ter than 1 inch.An ded re airs shall be schematicltlle d fold ad'usted.ft necassa for lacement et low
�I �ISMTJ y dry min even grea y nee D FLow wREerw contiguous antl have different land owners or builders.each lot shoultl have individual Silt
y \ \ \ I made immediately to maintain measures as designed.All ESC measures shall be maintained as specified in SILT FENCE Fences.
I I / SIT
rPs \\\ the comstruc[ion derails on this Plan Arein gauge shall be installed et the project site for monitoring. SILT FENCE OUTLET o 28 12. Inspection and final acceptance letters.When the complete,the hall contact DEMLR to ENS 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict with
\ \ I{\ p p project is comp permittees sCONSTRUCTION septic t It Is the responsibility f the builder to ensure the installation of sediment
'� \ �y 4 close out the E&SC Plan.After DEMLR inf the of lose out,via inspection ep c system. pons Ity o
permitted o project c p report, control measures does not impact the set t and re
ay21pP1 - -� \ the hall visit"de MCG01"to submit an electronic Notice of termination NO AS1W CURB INLET pat plc system an pair area(s).
eJ+Uxcy Ronn gR-r4n ? N \ annual
gene l qll be c (e- 4.At least one Construction s dedicated
is to be installed per lot.
REINFORCED rrr�ll \ noel general permit fee will be charged until the o-NNOT has been filled out.
„ N \ SILT FENCE V I \ S.Waste bins and other areasstldrainetl for managing ditches
material waste sshall t
_ \ least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that
\ _ OU T 27 no other alternative exists.If this separation cannot be achieved these areas must be
CONS RUCTIO 5 ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
\ 2 g _ 2(I DRAINAG@EASEMENT__[�\I LMTS CONSTRUC ION \ NCGS 113A-54.1•IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR Inlets
todow behind Silt Fence.
....:11 , - - - -
\\ �� _ } ' - 8Inlets downstream of disturbances should be protected,streets should be swept when
198 / _' _T. 1 1 ENTRANCE COMPLETED AS AN EXCEL SPREADSHEET. yls present.
�� AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED sediment from the construction activity
11L� WA LE •d•.•, EROSION AND ..\NC-Enyiron mental.jpeg 7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are
\ .3 3A vie provided on additional sheets.Erosion and sediment control details are not drawn to scale.
194 - / i• t 6 ' SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A TYPICAL LOT LAYOUT WITH CURB AND GUTTER
\� \ \ - NCAC 046.0131 STATES THAT•_.DOCUMENTATION SHALL BE ACCOMPLISHED BY
792 / vy SILT fiENCi� INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
-- /\ A ( \ �'_ \ APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
\ a �� ` OPEN \ DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, DATE: PAGE:
\ PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
- - S6,7" / / \SPACE\ \ CONTROL PLAN." \ \
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\ T \ / i • .r �.5 5 / tt 51 5 / / ' \OT�IP Meet°. again.erosive velocities may be substituted aT- - . . II _ • +ritr �I _ 'I s. si. to the desired length such that logs do.deform.II'�IL x. Iran 72 $6',44114111k
1Construction Ma ntenance. \Stokes Stakes a. nil Ito ` \ , \ 1.Clear the entrance antl axtt area of all vegetal on roots antl other object Doable 1.Per NCGA1' p ct t k tl ft h1'ctt or
SECTION SECTorvgra te(s)waled new \ aj \ metanal and properlygradet greeterr fIt k y q tl p fitly_
and a minimum of 10 feet beyond the toe of a
sat awes sham he f 2.Ptethagravel to the speufic grade anddmensons shown on the plans antl 2Mantan to g Ipdi dt t p t tl d nt
land disturbance.T.ends cares f the esilt °floe ` \ 1 •r \ (� \ smooth It from leavi g the Construction Ste This may require periodic
�O wwame(tt sow 1)LS / / \ 3.Provide drainage to carry water to a setliment trap or other suitable outlet. topdressing with 2 inch stone.
Jo °.era* gM,aw sift ame(>f ed rig ne me ens mine / 202 \ 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled washed or
\ subject to seepage or high water table, tracked onto public roadways.
'o\ \ \ CONSTRUCTION ENTRANCE/EXIT
Oak or other
maximum e> Mwm\ee m m \. ic
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nosh in trnremrminch x 2 inchvertically slit inch � \ , \ •
Wood Mulch or cam >t grDana a Men. """^ \� \\ \ \ /7 \� .-EI4 \ \ �
To 1/2 Felght or l09 s. Inch (Ie.when °V
e evene'srre Isnot p°ulae
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ewckaAvames are uaetl w wvemem)haevY O
urvTRErvcHED IrvsTAunnoN Nra6rvcHED lNsruunorv• wrcreta blocks span rouma behind ma sin En
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°'°"`"'p"""°""'"n""" `m""` '"`"" s°ckMstlle to NM in platy awing runoff eve.
ISOMETRIC e \ \\\\ \\ �\ �/! Lot Plan / �A�€ \ \ SODDING
1. nssµ..sinewuawxtlleatlastweeklandafter \ \ CO sIRUCTION "C"&"E"/ \\ \
cakvosr ma IMnAL FLOW aAT¢ 1 Inch or greater rel.°Remove
as \ \ \ \ \ \LIMITS \\ j \ \ \ \ fj
ni,Dn nned5wk>or COmpoSt pArearat*wd P FI�mM,Nar _`; , lach ao .rat aa,,.n mremanh p d gg w \ \ 1\\ �\ \ 'vv.,.
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snemnw� sNsaek/ m�c�°n 4 chi ( armi (per) OE) (';m) e \ I \ \ TREATMENT- I \ \ \e M7.:
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SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION \ - / / \\\\\\\\\\\\ \N\� \ \>� P� p(/•Jy N \ \\\\ �1\ \ \ \
DATE: Wire Fence Filter Fabric PAGE: N \ \\ \\\\ ` - ` ▪ 1g \ / ^/ \ 1\ I I I I \ \ \ \
steel Post “Mx Emes g arc autwrefen Wye Fence Ba<kfll trench \ \ ` 7 1
8'Max.Standard Strength fa.with wire fence -Wire � , k\� , goo � I � \
inoro Compact
\ \\�\ \\� �\ \ \ \ S.,/
\ I I Y 1 toolsteel Pa>t \ \ \ gg \ I \ »ill dull �I- Dp ` \ \ \ _ ; ; \\\\ \ '7 )1 I wTHmeaat TA.ra �asa:sTM « 2.9
Mm as
Plastic or \\ \ \ \ 1A1O- 111: -
W.refea t ran ,, , , \ \\ l/ J
te4 GROUND STABILIZATION \ \\\ \` \ - /��-��/\ / l // / I I \ \ \ APPEARANCE OF GOOD SOD
,�,Y :am'gwnaharen SITE AREA STABILIZATION EXCEPTIONS \ �� \ \ \�/ / \ i/O
MpII N> rtYmDESCRIPTION TIME FRAME �\\ \ \- \ \.....
\\ oP /\ - / /\// I I I \ \ \ 1 'I II �ulllr.,1 �`FBar Fabr'a \ PERIMETER DIKES, 7 DAYS NONE \ \ \ \��,.r•,,•e� /\�� 7(7 \\ I_ mom.
1. wnnren strength or extra strengmhsywwa filter faw'ws CROSS SECTONVEw SWALES,DITCHES - 1 \ � ///�\ (/ (/ '-
2.Ensure that.Construction:
m�impound
n n are'm re me amwna(Higherrwcea &SLOPES \ \\ \\\\\ \ , I I I II ( ` \\N \\\\ \ � � .� M�mnrn n.w»awmwr
>orwarersufficient to cause failure orme shun HIGH QUALITY 7 DAYS NONE \_ \
arelrf:umemmrn10 by
onye�wport past wane feet mi mumsoverlapto me joints
oost. WATER ZONES `\ (
marengtnnnerfbbywire mesh fastened securely to the upslope side afore posts.Extend Maintenance: (HOW) r� \ ` \ \\� N N.
\
plrtslcen>ealmem fences et least once a week one attar each 1
0.Support
side 0(.0 strength.a upslope ma or greater racial.Make an required repairs Immediately. SLOPES STEEPER 7 DAYS IF SLOPES ARE \ I\ General Erosion Control Notes
athe wire mesh sh st.rt w�aplae.ape�ana 2.a Should ras fa.ofasediment fence collapse, decompose. THAN 3:1 10'OR LESS IN �I \� 1 ( \ \\ \ \ o
5.when a vas fie sro�m am is used. or become amawmwm orerea�epee.swppaa»owe he amen ineffective, n promptly. / \\ N.
\ I \ \
secur“tyre..lterfa.with lot post spacing does not require a wire mesh supportfense.sarumuy deosits as necessary to LENGTH AND ARE �/ \� N� 1.Only the areas shown shall be disturbed.
6.fasten me filter fabric directly to pasts.wreor plastic rep has should have a minimum of 50 pound tensile Remove
farina next lain and reduce provide
on a NOT STEEPER -\ i 1 \ \ \\ M l 2.All di Curbed a shall be grassed a d
S.renceVTake ceremavoid undermining the fence curing amp \\ �� \\ \ \ o�Q m Iched ass s pi ssible d aintained
7.excavate me trench apwoxlmatelr 4 Inches wlk.ands inches deep along the proposmlme or me Po»and eweru THAN 2:1, 14 1 \ �\ �\ \ \ until pemanent cover s established.
fencing materials and Unstable saaimemmposits DAYS ARE \ �\ �\ \\ \ q�
8..Poi.a..tresc of fabric along the hwi.mrodoehomanerfae or me tench. ,aeare,re area regrepeUnd stahiliaen me Donn worm ALLOWED --\\ \ \ �\\ \ \\\ \\ N\� �z
eackfil the trench wlm wove oNa,me nnerrabnc onecompact.rn a compaction of 6ack6u�s e barrier. O.drainage area has properly arabili>ee�""
critical to sift..vedormance SLOPES 3:1 OR 14 DAYS 7 DAYS FOR `- - - \ \ \\
mice ill existing trees °� ch FLATTER SLOPES GREATER �- ''''.\--.....''
\ \....., \ \ \ \ �\ \\ \\ \\
THAN 50'IN --- \ �i -72" \
ANC-En vir.men Id.jpeg LENGTH \�� \ \\ \ \ \\ \
SILT FENCE - \\ 1 �\ �\ \ _ .
FFFFcrItFu F t r,,,r, ALL OTHER AREAS 14 DAYS NONE(EXCEPT _
WITH SLOPES FOR PERIMETERS \ N, --- ---- -� \\\\ \\ _
FLATTER THAN 4:1 AND HQW ZONES) \ \\ \ \\\\ \� \\ \ \ -
PAGE: \ �/ \\\ / \ -----
DATE: \ \\ -\ \\\\ \ \ /�
MIN .� FENCE \\\ \ \ \ \ \- PAGE 1 of 2
\\-- _7_ �- -�\ / \ \ \ ---\ -----'',\
\\ \ 11 \\ i TOTAL DISTURBED ACREAGE. 0.42 ACRES
i \ LOT EROSION CONTROL PLAN
---)
TOP OF SILT FENCE \ - �\ / (
\ \\ \ LOTS 26 & 51
MUST STEEL ABOVEHEW THE SHEDE AT \ \\�\\ \ ) \ \ \\�\-� \ 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 3'FILTER FABRIC INTO SOLID GROUND POST SET MAX CLOTH IN TRENCH General-All measures will be inspected and oomections 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
z57 ON GROUND NOTES: ~.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 1.Hardware cloth and gravel should overlay the silt fence atleast 12
P P 9 99 9, 9 9 P P 9 9
�o 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"=100' JUNE 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.ger retrrainf it event outlmt atple lestanyn Bred k repair afterimeachrely. sir Sodding The sod should bemaintained to insure that the take holds in the areas beingd.The sod should be watered as necessaryto maintain adequate moisturethe root zone andprevent dormancyof the sod.The sod should not be mowed to close,since this could inhibit adequate growth
GRAPHIC SCALE
HARDWARE CLOTH FILTER FABRIC IN TRENCH greeter rainfall event Complete required repairs immediately. q- root properlyd. grassrecommendations
quote in quote gro too 0 50 100 200 400
2.Freshen stone when sediment accumulation exceeds B 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 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-Envo- en tog., 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. 1 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:7/26/2023 7:22 AM LAST PLOTTED:7/26/2023 7:25 AM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\H&H CONSTRUCTORS\23-1367-03 BLACKHAWK LANDING-EC\PLANS\BLACKHAWK EC-LOTS 26&51.DWG