NCC242247_Site Plan or Location Map_20240724

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CONSTRUCTION SCHEDULE I I I I I II IBRO SITE / / I4. fliiiN
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OCKLE6 6.Finish all rough grading and house construction.All areas not disturbed for]days needs to have temporary or permanent /I
SREBB ROAD groundcover installed. I
R.
7.1..11 Fingraising,mulching
and Patios. \ I / \ \ 1 \ \N
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WO�Ycec \) 1Ipa ER I I \ / \ \ / //ombined self-i son fomr fowdon tM1e oEh¢R website /\II M1nps:IM1wvv.deg.etc.gov/ebouVdivisionJenergy-minenil-end-laud-resources/stormweter/srormwater-program/npdes-con9rvction-program.cop \ / \ /
OQ ybekeptina Genera box.it NCO 10000 N.1through ons uctMnTSections ISA NCAC 04A.0101 though ISA I I I/ J
00 4 ' , \ \I.Self-inspections for era and sedimentation control measures are m be performed at least onre every seven calendar days and )within 2a hours of every sin event ofgreeter thenlivcM1.MYneedN repairs sM1Wl be made immedietelY to maintain meazures as I I / 1 / \designed.All ESC measures shall be maintained as specified in the construction details on this plan.A rain gauge shall be insoMled /)
O 12.Inspection and final acceptance letters When the project is complete,tie permit..shall contact DEMLR to close out Me MSC 1 \ / I
d9nnHavMCG01"rresubmemelectromc Notice of
close out vie inspection report,the perminre shall I I I ----/
`� l / \ \ / / I I I IPlan.After \ /S fteVuntil the a-NOT has been filled outI / , 11/
GROUND STABILIZATION I / II / / ) IIiiii
)
/ // I
VICINITY MAP SITE AREA STABILIZATION EXCEPTIONS / / ( I/////^\��\\1 /
N.T.S. /`' SITE
TIME FRAME / 9 // / \ // ) II )I I / / / / I I
PERIMETER DIKES, 7 DAYS NONE // \ \ I 111
SWALES, DITCHES \ \ / / l/I I I I
&SLOPES 1 I/ / I
HIGH QUALITY ::::
NONE / / / RFOR /( EFEN �/ITLEI IF SLOPES ARE (\/ \ r ;�yy I
EROSION AND THAN 3:1 10'OR LESS IN ( \ . m ' I^' I 'I �V0C 128 ;SI I I/I I I
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE,RULE 15A LENGTH AND ARE \ I / -
NCAC 04B.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY NOT STEEPER li
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE I� I / / /I I I
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, THAN 2:1, 14 4rlvIv: WATTLE / / I
i //
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
DAYS ARE \ ) 2 (' ,,, IH
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION ALLOWED \ I
CONSTRUCTION I /
CONTROL PLAN." SLOPES 3:1 OR 14 DAYS 7 DAYS FOR / / 4�'ATTLE ' LIMITS / /I / /
FLATTER SLOPES GREATER \ / / /to 113 1� l' FENCE / /I/
THIS PROJECT IS IN A PUBLIC SUPPLY THAN sD w \ ( 7 f' SILT ';',,'.iII 3 ) 4/ 5 7i I '
LENGTH
WATERSHED(WS-IV)AND ALL REQUIREMENTS ALL OTHER AREAS 14 DAYS NONE(EXCEPT \ \ / / i 0 / FENCE / I// III I
REGARDING SENSITIVE AREA WITH SLOPES
FOR PERIMETERS 1rf
y < 8
THAN AND HOW ZONES) I I / _rye I" CO a n0 ;.,',S ONSTri rl0 .,y. '
WATERSHEDS SHOULD BE FOLLOWED 1 I �� 'TRANCE -II;ENTRANCE_J I A ^ti I • I I I
1 I •N LIMITS I'N I ' I
\AI ,
( / / j YY OICIC La 1 e 0 LIMITS I ' I
DATE: PAGE o .—,— .=.
S S /w 44II�� Silt 6 at Wattle I\ l\\ \\ \ IgOy� i CO TRUCTAON! '••'-
PL FLO_II.. wli_ - -w'eeofor / I \ ` \ 1� 1 I I CONSTRUCTION r } I�n��_ _ n — _1 m/c I I I' iii
II.L• CONRTN
\\ / I
a as Stakes 11'h such that logs do amdefo I I
\ I l „' I I ZO WATTLE SILT// �yp!I rrr JOIN, WA E /1 —_,,,---
and J I I 1
SECTION SECTION ts!l«Ne be.,
) / i Lot H ten 19 Y / �CWA7TL ,tl°��+YI� 17 fib` Q I `C / Lot Pl� II I I I I
RO k/wmM(s)shouldbetaPat areas should he land disturbance.The medsligf the htlyupsloapeto y I I FENCE � ai //�'t�QV� Yp 1 \FENE U 10 I I I I /
^fie <0 s' runoff
lelal going one cane of e I I I I /I/ / / I REIN FOR�`ED REINFO CED I
IIIII� _ / I /// SILOUF E II ,c�10 LE CE yI tir. I S EINF\�CED I h CONSTRU'TION Q Lot Plan I I '
W w ainch x 2 inch ere.eection should be ddven
I rtitl�/ :Vjh �^ ISILTFENCE LIM S b I II / ' I I
' I I I I a. / r;!' f4,!.• OtITLE ' II
vertically plumb,through the center.the silt
d Mulch«Cold g eta a Innmaximum interval of a...ore maximum interval
of 3 feet if the sin socktwattle is pt..naa Inch I I I I WA
• AU ee .Y 1•• A LE \ OF - P• I / I I I /
UN TRENCHED
height of log at EN t}socklwahle.Stakes should he placed at a I I I I I I I I I FESI NCE / WA LE
RUCTIOIQ tlYY L I I I/ I /
TRENCHED INSTALLATION TRENCHED INSTALLATION. concrete
M hold it ibe useaudnenimrcn /
e15 anOXwY mra.�...eor,.on,e.e,w,...,wr•,:. o atwreeklnof f 'yf 1/kO r}d$�.I�,TM/ITS C _
ISOMENCHEDIRIC Iw re I I ( L+ REINFORCE/ ,)i I �^�/ r / I ` ::,...ip;;;)RtiTI:17.---/--- I /IxwwsT sax x nAL Raw aATEs / I \ CONSTRUCTION LT FENC I / W' I /II ///���1. aach1IstMAINTENANCcscknra as sonars I I I I I TRANCE W/YFTLE OUTLET I 1 / FENCE IIII�/ II / /l1 .� / _Mulch or
fit umrencnea sonsrbectea Peegn waneter (m)n ( ^enm rama ram m50) a. pm abeco xcess meailrnsador / ' 1I 'Oj\ SILT / 14J / S / I 'II/ /I /
a To ere t sow m)(aso ram)(coo am) I WA E I / / , % II / l I I
s FENCE
slreetPwy 8 Pre5 t Sock easrA°.l (?wild) (zrFm) Ire „goo
F 'Feeo a 120 S REI FOR O WATTLE /�/ �I�I
wwk Are. r*acre /12 (eta m) ( ) ( ) mvet I I I I 1 \ \ I EAs€IAENT 2 G 5I I / — SC'z ENTRARU�TI•N _ 'l /lI I/ 1 // I l/
xp.au c Rov T 6 rt a 16.0 e s Reinstall if damaged
until landI I \I \ •TTLE SJLT FE E P RICE " ///I
bOd mnuyn ante vpm/n VI"
•pm/a / /tll / COMMONELOTS 2U ITION .. l OUT T 77, ,,,,. / 12/ 12�L� FENCE / / �IIII I/I I I
mA .A Uea tzar (32a measure has been peranently.ized. "•- ,,•.-a. l //\\
/m/m) /m/m) /m/m) /m/m) /m/m) ENTRANCE LOTS 21,22&23 -." �� 1 a.S err).r•r .� - SILT //
L SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION / / // / I FENC // S T • RE FORCED W TTLE ENC +,. //I I II/ I /
f{r E, / • F-CE ONSTRU ION SIL FENCE _
/ I / /. 1 / j TRANC g UTLET ._,,."—
1 3 .2. .,.may
DATE l I I / ATL/ .,.. /:.,,,tl."(:i,talbi,.:,„._./w,A,,',E3,-,--/------:' d61---II"
L w.-�.='�'�'�- ' T3= ////l ,II/ /l
PAGE: (--- I\ \ �� II/ .... ^ ONL MITSTIO /
._ - ''''.7
. CONSTR CTION I (/
..A.. ..B. ..C.. .D.. ..E.. ..F. .G.� .H.. \� \' • -„� •\Im`_�"�T / 9'N7 n0 / LIMI S / / I /i/
\ry / I I(
FU TION D I / / II(/ 1///•�. REIr�FO / // / //J 1 1 1
¶' 1( I. 0 '� % I n' + e M 2 2 \ ZIMIfS S/CT F NC D OUT ET / / 1`
¶ r6 4 li' n, ✓! ✓! 4r 1ti Z \ / ' OU LET/ / / / / /
4 R ll Ha it HOUSE �Vii: 4HOUS 2 / ///
I 1,) _ea,'�� stF II6, .�' n ' ' I..L� � ', � � I „U ' , / r , l/l / / / / , I �\P�'I�) }_pT E" Notes: ( \ I
`cuRe INLET OE or cuR6 1 If nestled,Tree Protection fencing should be installed along the buffer zone,wetland \I ( I / ( / \ \ o / ' //I/ I/ I / / I I \\ \
boundary and/or around protected trees,provitlin9 a radius of at least 1.26 feet for each I \ ) \ / /— J
__ \ \ N \ / / /
( (I
I \
LEGEND inch of trunk diameter. \
2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on \ (\
DIRECTIONFLOW schematic/diagram and field adjusted,8 necessary,for placement at low points.If lots are Il I
SILT FENCE —s—s— Fenticesous and have dMerent land owners or builders,each lot should have individual SiR \ \ ( / _ \ / / I I/ y
SILT FENCE OUTLET ® 3.Install required Silt Fence within 10 feet of property Ii.to ensure there is no cont.with 1CONSTRUCTION ENTRArvENE septic system.It is the responsibility of the builder to ensure the installation M sedimentI '�case INLET _ control measures fines not impact the septic system and repair area(sI. I I )I) / \ ) / \\ /4/ /, I4.Al least one Construction Entrance/Exit is to be installed per lot.
6.Waste bins and other areas tledicated for managing building material waste shall be at1 I / \ \ \ I I / /� / I I 2
least 60 feet away from storm drain inlets w drainage dhchev unless It can be shown that \` \I
no other alternative exists.If this separation cannot be achieved,these areas must beT / / / I \ //// / / / / //
contained behind Sih Fence.
..._
6.Inlets downstream of disturbances should be protected streets should be swept when
,....._,
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sediment from the construction activity is present. ( (
ANC-Environmenle Hoeg 7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are I /�� / \ \ �� / I I / \ I •///// / / / / I / // .
provided on additional sheets.Erosion end sediment control details are not drawn to scale. I I \ \ / / - �_ / / I I I 1/ \ // / ' / i / / /
------------- TYPICAL LOT LAYOUT WITH CURB AND GUTTER \ PAGE C
DATE: PAGE: ■P 1 of 2
/ TOTAL DISTURBED ACREAGE: 0.37 ACRES
•A� LOT EROSION CONTROL PLAN
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOTS 1, 2, 9-13 & 17-23
Q0
' �3 General-All measures will be inspected and corrections made after runoff producing rainfalls or at least once a week minimum.The builder will insure that the construction activities on an articular lot do not adverse) affect an of the installed erosion control measures.If lot construction dictates measures will be p p g per any y y ROCK HILL MANOR
QJ`pV\�4 ,/ �'°w relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much as possible.Silt fences and gravel construction entrances will be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover.
S f�n„� FOR
* ^.'�^�-STD.�, "'a 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
/,4� • S --±±,� objectionable materials spilled,washed,or tracked onto public roadways. DREAM FINDERS
�i isab < '•a i R 5: teisol Sit.-.�. 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
y w� 1. - 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. HOMES L L C
•�! e ran - ;tip:,•'] �'!�0 • SoddingThe sod should be properly maintained to insure that thegrass take holds in the areas beingsecured.The sod should be watered as necessaryto maintain adequate moisture in the root zone and prevent dormancyof the sod.The sod should not be mowed to close,since this could inhibit adequate growth
/ ` 01 R^ - P P Y q
-st.. -%jCl•S 1,�,f.*`O 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. EASTOVERK TOWNSHIP C U M BERLAN D COUNTY
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 SCALE: 1"=100' J U N E 2024
Construction: Maintenance: 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.
1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-01 inspect at least once a week and after each 1 inch or GRAPHIC SCALE
material and properly grade R. greater rainfall:make any required repairs immediately. 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
2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment 200
=
smoMh h. from leaving the construction site.This may require periodic sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. - d
3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone.
4.Use geotextile fabrics in order to improve stability of the foundation in locators 3.Immediately remove all objectionable materials spilled washed or 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 subject to seepage or high water table. tracked onto public roadways. fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. ( IN FEET )
1 inch = 100 ft.
CONSTRUCTION ENTRANCE/EXIT MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE#F-0106
LAST SAVED:6/13/2024 5:10 PM LAST PLOTTED:6/17/2024 8:16 AM PLOTTED BY.Dennis Gilbert FILENAME:G\STAFF\DENNIS\DENNIS WORK FILES\PROJECTS\EC NEW PROJECT\EC-ROCKHILL MANOR\ROCKHILLEC-LOT51.2.o-13h1J-23.DWG