NCC240503_Site Plan or Location Map_20240223

\ '5..--_.
\ \ ockf sit-Read-SR 1406 ` CONSTRUCTION SCHEDULE DATE. PAGE:
\ I.Obtain all necessary permits and plan approvals.Erosion and Sediment Connol(E&SC)petit and a Certificate of Coverage
/ \ (COC) stbe obtained before any land disturbing activities occur.Acopy of the E&SC Pettit,die COC ands hard copy of the
Planmust he kept on site,preferably in a permits box,and accessible during inspection
��� 11111 2...11,yd construction entrances fast,then silt fences,reinforced silt fence
\ _ omlen and wattles. "B" 'C" D E F G H"
\ \ 3.Finish in nearing and grubbing any necessary areas on me Iola s[hey arc stattM. Y�
\ \ // �/ 1 4.Begin lot grading and excavation activities5. house construction activities. v_. _L
u u R� A
\ \ / �1 / / 6.Finish all rough med'continue hy dM1 tr ' I % % li' R I ✓! Y° % I
\ \ \ / 216 ].Install driveways,walks and patios.
6'ADDLeB u. \ \ /� 8.Beg Go grading of lot ¶'HOUS¶ ti �� Hi �� HOUSE HW H HOUSE
Q afA l-4A2 \ \ / 9.Final &mulching dstabilizing of lot this '1 I the installation of sod an We lot.The silt fence will
Pt ‘ \ \\ \ / Ica I 1 I h 1 odded 'n8 is stabilized and takes hold. HOUSE
uk
I N \ �_ 11� \� IQ 10.Theshall conductIf isPec- of the erosion and sedimentation Imeasmea and complete me following RAY .� L .� L. �•, '_u L� AY L NOI _l Y ,_
combined If'px i found he DEMLRand-fee w C. gNLEf1r EOFCO� RO• AY ''ROA AY
o I \\ \ _/12 / / U CURB AYLEoc ROADWAY
\ \ \ Z I w I hops:/,w dry. g bo t/d' gy mineral and land resou otter progreMnpdes construcRon program.
0 • \\ 4_ / 1 r Twelve nW of complete P forms shall be kept ins d available for inspection at all times It is recommended
ROCKFISHcopy be kept in a permits ROAD b \ \ \\ \ �- -� / �19/ / j a I / NCAC 04E 0504 General Permit NCG 010000 NPDES for Construction Activi[onwa ISA NCAC 04A.0101 tM1rough ISA Notes:
RR1 through 1.If nestled.Tree Protection fencing should be installed along the buffer zone,wetland
/ 29 3 0 u.saeia>popwn>rrrasinn and sedimentation control measures are to be nmrn.meawlrest cape eery seven calendar days and boundary and/or around protected trees,providing a radius of atleast 1.25 feet for each
sR- VA I'I within 24 blurs of very rain event of greater than l inch.Ary needed repairs shall be rondo immediate) LEGEND inch of trunk diameter.
. \ _� �- j
- R y in mmmaus measures as 2.Install SIII Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on
$,� r I \ \\\ -20`n9[„/' �5MT / jJcsigncd.All ESC mensmcs sM1ull be mmnmincJ as sPecifed in the comnumtmn Jdails on this plm.Arein Knugc shell be installedNII \ -/ - k0 ; 1 - schematicltl'e d fold ad'usted.if necassa for lacement el low///,,,"ice",,, a[the project site for mwnorwg. gram en 1 ry, p points.If lots ere
�I' ITI L AINAb UM Inspection and final acceptance letters.When the project is complete,thepermmees shell center DENIER inclose out the E&SC SILT FLOW
DIRECTION contiguous and have different land owners or builders.each lot should have individual Silt
SST 'e \\� ' / / Plan.ARer DLMLR informs the permmttee of Me project close out,via inspection report,the pamittee shall visit Fences.
I `S '28; I I ( 2 d ((1111"to submi[en electronic Notice of remminatioo O .AS120 um 1 fre will be charged SILT rENce ouTLEr L� 3.Incestall red Silt Fence within l0 feet of property line to ensure there is no conflict with
a \ 0 \ ( atilt c-N (e-N T7 garret permit aBe ENTRANCE syst grope y
\ \ Q until the a-NOT has been Riled out. EMEseptic system.It is the responsibility of the builder to ensure the installation of sediment
py21pP1 \\� - ' -� CURB INLET near measures does not impact the septic system and repair area(s).
c1+URcy ROAD SR-l422 ? N \ x••l \ 4.Atleastone Construction sEntrance/Exitediis to be installed per lot.
r) I \ 5.Waste bins and other areas dedicated for managing building material waste shall be at
\ \ _- _ 27/ �•J \ 11 least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that
rJ ; A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY noother alternative exists.If this separation cannot be achieved,these areas must be
2 g - 2(I DRAINAG 'SEMENT NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR contained behind Gitt Fence.
O \\ �� / _ - 6.Inlets downstream of disturbances should be protected:streets should be swept when
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 ].Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures am
11L,� EROSION AND
_ .3 provided on additional sheets.Erosion and sediment control details are not drawn to scale.
b SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ___ _____
\ �� / ^6 6 \s _ NCAC 04B.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY TYPICAL LOT LAYOUT WITH CURB AND GUTTER
7B2 / \ INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY of THE
- / \ .Wr_ APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
\ ' / \ `F 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." \
VICINITY MAP ' - / �'
- -\ �/ / CCRJSTRUCTIO \ .�Rr \ \ r�L� •
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N.T.S. � LIMITS �r 1 �o 1.-1-• Ire
- 1 ,.,rbv 20�70 �,4 n /CV
\ ; \ \ QJ�\`G / / 7 ;,• M.w ,,,,,'ra„na
I I GO ,\rb. Alli
i1 / £ � � �..
'
DATE: PAGE: • 'A C.:
\ �� add,.
5't Sock/watt Silt Sock/Softie NOTE: / 0 `
FLOW�� MI Area
nea -fl MI
IH Area ml» ,. --re equivalent protection �. Lo n I #12_
IF
\ / _ .. �yi• ei1-^da
•
all • ed "es may be to \
9\
.1= ._,r 11 I \�� \
1,411 9v
,, II'.IL. a. netting uniformly win compost Nix y Construction Maintenance,
Stokes Al' Stakes 3. nil installed parallel o 72 `, �� A1 1.Clear the entrance and exit area of all vegetation,roots and other objectionable 1.Per NCGA1inspect at least week and after each l'nch or
Des I the Me of a \ \ LO Plan\ � an \ material and properly grade greaterr'fll make any required pars immediately.
SECTION SECTIONope. dflat areas should be locatedal ill located
dge of the A 'W '4 -r*_ •1 \ 2.Place the gravel to the speufic grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment
land disturbance.
` 1 61 ` •/ Ga 20 \ 13 \ \ \ smooth It. from leaving the Construction site.This may require periodic
))) / , Lot Plan 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone.
<o one, Ro gMa+ ant eow going the the end,xthe ' �r / / ' CONSTRUCTIO -� \ \ \ \ 4.Use geotex1ile fabrics in order to improve stability of the foundation in locations 3.Immetliately remove all objectionable materials spilled,washed or
I II I*411tee#111*tio-
MITS subject to seepage or high water table. tracked ante public roadways.
od inch x 2 inch cross section me \ �, I \ / L14n
m4 mae "Sau1e maximum nm>a kes with as \\ Lot Plan
\ \ CONSTRUCTION ENTRANCE/EXIT
otherdptableh center
be
vertically rofthesl
laced a.a # 1•
maximum cra meal
the slit«M bets re 1
Wood Malin or Colo >[ grnnnd Min. s. IInn�.e entstakingl>natp Idle lie.wnan '�� \� ; NG coNs�\ ••EI� \\ \
To 1/2 height of log \ 1
NTRENCHED INSTPllATION ENTRENCHED ennew wINBmusam OM s1. ocks/wattles
&n eaWwa 1n pia behind
w e silt
6�
u6DM ISOMETRIC VIEW .^m. m®m, ,. SO.VaIdO to aaaks re do weeklytle at least a .� \\\\\\�\ \; ; it,....: \\ \ \ SODDING
r greater
n,Dn�n�eda�kaWV SOD 11.STAGGEPED
WO Or COMPOSI P tad p gn ice =m,SOCK^,LrDW )«n.m, a,,n m�er�> meslltgg or
sediment and any debris as \ 1 \ \�\� .4 \NNE\�\\\ \\ �l ��
ahemnnw� a Be Compost \ �\ �� ORM TER all
Area
" �:) nos m) i s nil (per) (F m) ( ,m) e \ \\TREA�TM EfVT- \ \\ \ \e aNTsiS ala,E PIEeE>work m f WNt HT"Wg` 1le. 2:. a95. �g' °w'a / /� ; \ \ \ �¢� \ \ \ nr l . .
;a m,R a art a „RPrim its/m mm m'm its m "a Rs"'am amw d n a�"d. °tee ; % ;\\\ \\\; \ \ P` \\ ;\\ ; \ MaTeaEp e CUT.MUST BE.
om r TL..
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION / / \ \\\\ ;\ \ \ Q 41411117116 J C�P N \ ; \ ;� \ \
DATE: Wire FenceFilter Fabric PAGE: C / \\ \\\\\ ` ` 1g / ^� \ 1 I I I \ \ •
Steel Post 6Mex.Emes g hrc cutwre ten Wre Fence Wire Bockfll trench0'Max.Standard Strength fandc with wire fence . \ v ` rg� \ *SI \ I I 40(
thorngel°eel = \ 1\ \\ �\ \ \\ �0 / 1 I I \ Ysteel Pp>te.
Dpwpo. �\\ \ \ \\�\��\ \ \ \; / // / 1 IiII \ \ (5( m TME op> ,ndllMOW WHEN Die Sou is
o Ea
Plastic or1 \ \\\�\\'\k �\\ \ \ /\�\\\\\;\ / / I / J1 , ; \ He eat era u"ol u�wni awiu ESTABLISHED.iN 2,
acHxS.SEF TIE a.
Wire Les 1e�4 , GROUND JTAUL�ATON \ \; \ \ \ _ �/�-��/\ / // / / I I I I \ \ \ (APPEARANCE FGOOD SOD
SITE AREA STABILIZATION \ \/ / \ V I^II III
DESCRIPTION TIME FRAME EXCEPTIONS \ \ _\ �/ // / I I \ \ \ ��iV4�1111 ,IIII I k
II. A �;angneaerch \\ �� -� � �-E,52� �� /� 1 vv \ `� ll ��� > ,A
LFBer Fabric
/ SITE
DIKES, 7 DAYS NONE \\ \ \ ; \ _ ;�� \ \ \ \ \ ooEa
1. anmm�the seaman hstrengthor 24 inches above
I Coosa SECTION V Ew SWALES,DITCHES 1 \ \\ / I ` \\ \ \ \
2.Construction:
Ensure that.
height
orw,�r: fence does not exceed np�lm filter
�e.11l9herrenua &SLOPES \ \� \ \\�\ � /iThi I I I �� .- emote n.n»aa�rM.r
sufficient cause failure of me situ HIGH QUALITY 7 DAYS NONE
securely asten Meld.cl M only etas�port tenet
wan a feet mi mums rlpto the eye post. WATER ZONES `\...L.,:
(
marength filterfbembywire mesh farmed securely to the upslcee aide of me posts.Extend Maintenance: (HOW) ` \\\���� , 1 \ \ \ \ N N \
Insneu>ealmem fences et least once a week one after each 1
4.Support
side of Me strength.amast. ins or greater racial.Make an reaunea repairs Immediately. SLOPES STEEPER 7 DAYS IF SLOPES ARE I\ General Erosion Control Notes
standard
the wire mesh sh st.rt w�aplaeuape�cna 2.should ua tame a sediment fence comp.tear,decompose, THAN 3,1 10'OR LESS IN n \� / 1 ( �1 \ \ \ o
5.when a wry the srosm am�m�m used.space or become amanmum orarest apart.Supports owe be amen ineffective,replace'n promptly. �/ � \ J I \ \ \ \
Extra smcoretrength finerfa.wane font prim spacing does not require a wire mesh supportfenae..ourely deosts as necessary to LENGTH AND ARE Nl 1.Only the areas shown shall be disturbed.
6.fasten the filter dir.y to posts.Wire or plastic rep ties should have a minimum of 50 pound tensile Remove
forme next lain and rec.,pe>UreOn e NOT STEEPER -� 1 \ \ \\ M 2.All disturbed a shall be grassed and
S.renceVTake ceamavoid undermining mafmceaarina adequate \ �� l \ o,q mulched as s s pi ssible d maintained
].excavate the trench approximately 4Ines wlk.an.inches deep along the proposes line or the posts and dean THAN 2:1, 14 \ � �\ \ \ \\ until pemanent cover s established.
analog matadals and unstable sediment deposits DAYS ARE \ �\ \\ ` Nq�
O.Po8. iakalltharnh with mmdoverof fabric along the manerfaa of the trench. Remove
rsem area to benymperly Wbal:en me soon unrM ALLOWED --�\ \ \ v \\\ \\ N\� �z
eackaloetfeno wlersoil rman ave,the tinertahnc onecompact.Tn a compaction of 6ankfiu.a 4 drainage area has been properly smblliaed
mnraltaswfenue performance. SLOPES 3:1 OR 14 DAYS 7 DAYS FOR `- -� \ \\
anau,filter existing need awn m FLATTER SLOPES GREATER �- N \ N......-----"-- \� \ \ �\ \\ \� \\
THAN 50'IN �� \ �i \
ANC-Envircnmen Lel.Joey LENGTH / \�� \ \\ \ \ \\ \
SILT FENCE
_ \\ 1 -L--------------- \ \N\FFFFcrItFuF r,,,r, ALL OTHER AREAS 14 DAYS NONE(EXCEPT _WITH SLOPES FOR PERIMETERS \ \�\ \\\ \\ _
FLATTER THAN 4:1 AND HQW ZONES) I \\ \ \\ �� \\ \ \\ -
DATE: 4 MIN. FENCE PAGE: \ I / \\ \ \ \\ -\ \\\\\ ��
_ \ � � `/ / / \\ �� 11 \� � _ PAGE 1 of
\-- _7_ �_- \\ / \ \ \ ; ) 1 \ \ TOTAL DISTURBED ACREAGE. 1.41 ACRES
1 ...--
\ LOT EROSION CONTROL PLAN
- �� / ( \.,,,,\ \ \\ \ (� j LOTS 12-14 & 21-24
STEEL ABOVETHE WASHED THE aHED ,^�\\\ ) N\ \ \ �� BLACKHAWK
HARDWWIRE ARE CLOTH\ FRONT NEW ��^_N \\ �- ( / / -� \ \ \ \\\ '))/ LANDING
FENCE
\ / FOR
\\\ MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION DREAM FINDERS
FILTER OP STEEL FENCE
WASHED STONE B FILTER FABRIC INTO SOLID GROUND POST SET MAX CLOTH IN TRENCH General-All measures will be inspected and oorections 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 Iot construction dictates,measures will be
z6T ON GROUND NOTES: ~2 aPI hMIN' AND HARDWARE relocated on the lotto insure that the potential for sedimentation mnoff 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 ,3 I.Hardware cloth and gravel should overlay the sin fence atleast 12
P P 9 99 9, 9 9 P P 9 9
�u e�� 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' JANUARY 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 WIRE PENCE AND g gy 8,,,BABA BpeE of I.ger retrrainf it event outlet atpla lestanyta ewrekand aim eachrely. or 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 sod.The sod should not be mowed to close,since this could inhibit adequate growth
GRAPHIC SCALE
HARDWARE Clem FILTER EAeRICINrRENCH greeter rainfall event Complete required repairs immediately. q- pot bed.
grasssecure ry quote in proven dormancy quote 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-Envo- entd.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 8F-0106
LAST SAVED:1/24/2024 10:38 AM LAST PLOTTED:1/25/20.1:46 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\H&H CONSTRUCTORS\23-136]-03 BLACKHAWK LANDING-EC\PLANS\BLACKHAWK EC-LOTS 12-14&21-24.DWG