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HomeMy WebLinkAboutNCC243706_Site Plan or Location Map_20241203 \___, „..__
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CONSTRUCTION SCHEDULE \\ / / / \
1.Obtain all necessary Permits end plan approvals.Erosion end Sediment Control(E&SC)Permit end a Cerificete of Coverage \ / / \/ // / \ \ ♦ -Mil 111-...\\
(COOT be,,obtain.Before,. I d diMub g oa f the E@SC permit,the COC and a hard copy of the ` / / /
Ell
TO Plan b ep sit ptef ably a Perm b d accessible d B'nsPation. 1 / / / / \ \
0 111 .„„,_
sliP OEta�3 2.Installg I construction fmL then silt reinforced J / / / / / / / \ R� EJ fl
F�°��, 3Fin lhl aBldBmbb'8 aryar MI seta d. \ ice/ / _�/ ////////// // \ \\ , \\ROCKFlSH ROAD • 4.Be6 I grad B it ex Ira \ / i '/ / // / /// / / \ \D
_,\ hull
SR-,,,2 ' S.Begin or continue with house consimclion activities. / '/ / / y' \
6.Finish all lough grading and house constrvetion.All areas not distwbed for 7 days needs to have temporary or permanent ) / / // / / \ �"\
groundcaver installed. / / / //// // / \
ROAa ROCKflSN ROAD ].Install driveways,walks and patios. / �� �� �� _- / / / / \ - r
CPMOCN 003 R- - B.Begin Me grading of lot afros /� / --I /�i/�� / / / ----� \ ,J�� - \
9.Final grassing,mulching and stabilizing of lot.In most cases Ms will involve Me installation of sod on the lot.The silt fence will // / / / _ ' / \ \ Ej
OAK remain in plaza until the lot is sodded or Bossing is stabilized end takes hold. / �/ ' /�' / / \ 111 ILZ IFIJ� '
ppwry 10.The contractor shall conduct self-inspections of the erosion and sedimentation co..measures and complete the fallowing y / / // N.
111 rc jar
�, combined self-inspection form found on Me DEMLR webslta / / / / / .'-1
/
';' h ps// deq ne gov/bontldivision ere g-mineral end land reswrce o mwattt/sto wamr-progmMnpdes<om Wetion-prog m
Twelve months of complete inspection forms shell be kept on site and available for inspection at all times.It is raommendede ////// / /�' / I \\
ads apy be kept inaPermrm box.Ref.G.5.113A-54.IMmn�G.5.113A-57Sectiolu lSA NCAC 04A.0101 tluough lSA / / / / / / / \
NCAC IKE.0504 Genital PetmitNCG 0111000 NPDES for Crnsrucdon Activities.
AND mo. II.Self-inspections for erosion and sedimentation control measures are to be performed at least once...yen calendar days and ,/ / //// // // I \ \`\ Yates Ranch Road
r . inU407, within 24 hamsa m.rain evem...ter than l inch.Any needed repairs shell he made immediateq to maintain measures as / / __
designed.All ESC measures shall be mainmined.specified urMecam.ction details on this plan.A rain gauge shall be installed / / /// / -� / / 1 li \
4O at the project site for monitoring. / /// / /// \ /
I2.inspection and final accepts...ere When Me project complete,Me permittees shall cant.DEMLR to close out the ESSC /
? SITEi
Plan.Aaer DEMlAt informs thepenninea of pryer[dose out,via inspection repot,the permittee shall visit / / ,' ' /' J \ ----
/ 3r "deq.ne.govMCG01"to submit an electronic Notice of termination annual genital permit fee will be charged / _ --
unmMeaNOTbaabemu:zi;ut. / / / / / \ 132 26
,____7__,
GROUND STABILIZATION // 0II] nE] , h 123 // z7 J\
VICINITY MAP SITE AREA STABILIZATION EXCEPTIONS / / �\\ ( I lliiiiED 4 ../
\r
SITE
TIME FRAME J
N.T.S. 7- PERIMETER DIKES, 7 DAYS NONE r///4440 / --1 Andalusian Drive ) 1 1 I /
MIMI
SWALES,DITCHES /
&SLOPES
HIGH QUALITY 7 DAYS NONE // / Fes, I / // D/ ,
WATER ZONES I 111
/ /
(HQW) Alt 44°
u
SLOPES STEEPER 7 DAYS IF SLOPES ARE \ I P
_
ACTIVITY AS REQUIRED BY :j
// ,,,
o EJ /
COMPLETED ASIAN EXCEL SPREADSHEET. NOT STEEPER:1, 149 \ 150152 n154 155 156 Q157 158 Ix /
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 I I
EROSION AND DAYS ARE `4` .((A ti all / /
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED / I..r+1
NCAC 048.013E STATES THAT`...DOCUMENTATION SHALL BE ACCOMPLISHED BY 1 /
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR N
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, . CNATO
FLATTER SLOPES GREATER CONSTRUCTION
's EASEMENr_ 'jyIn 11/11 pp
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN / .n-' AS.SEMEM q \ -rEn=_,,,,)_ L 10 �B�PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH 146 I= I -
ri
CONTROL PLAN.' ALL OTHER AREAS 14 DAYS NONE(EXCEPT I ( 145 144 143 I.: I 142 --- ---- m'NeNArus EASEMErvr
WITH SLOPES FOR PERIMETERSEll ---.- --__-- air SONATURA GAs
Lint Plan Lot PInr I I 141 140 139 'D T EASEMENT 30'NC NATURAL ��
FLATTER THAN 4:1 AND HOW ZONES) ••D••fi••G^ ^G^s^B^ IT I Lot lPlan 138 T2 -----
° Lm 134 133 od ( / ----_ GAS EASEMENT
11 I - b 12$ 32/ 21 -----
I
DATE: PAGE: I \ c N / --- _ / / _ 1 I I 127 I 11
Slit Sock/Wattle Silt S /Wattle NOTE \ LIMITS Roadster \ ^ \ I I f''BEPsrER, . � 1
EL w�� •41I O.•I substituted m N. \ \ / Pony Lan- sj ^p/ 1 I�o I I Q
ql R-.,_ I 1 • \ \ \ 1 ^I I f / / /--1 m I I I I11.1
I 20 L n_E: n p 56 / P
12 Min I.
-.. 2•EC ION a `` 1.'n\ lc0 L GSnGN CD s?M1rS°N / r EWER�EAoPC MEN-WE-MM.
SO
' Stakes Stokes 11 not
\YL \ I 67 / 0 P
%
SECTION BE ye nl�alaB located o the
ere ma N$ 170 R/ \ 1 1 1 /
SECTION i^aaMwam...Th. ` 1t6an �69 Lot 62 4 1 1 1 / I I �I
beyond of a
rased a em. \
an
.a he timed M'MmM amwP.w �� C- RUCTION / A" r CON TION / I I i i I / / f 1 1 1 1 1 ug,l 3 I '_ / -- ---
D .' G Pre I azM . 4 13 m
A. Flax \ ` ITS I
hardwood \ \ \ 5 R NCE / / I / / I I<II
ll/ �//166 / /ll I l J l l Jot
placedsock/wattle.Stakes should he maximum i@rval of 4 Met or a --- �v ` �\ v � ;: /// // / / �� ip
caeca Mwm«Conn Mm or e aem aarul.-aurae planes aa°in •
_ -.. Av'�E� cED A ...-\ Arrei rTF1oN �1525 164 / 45/ / // // / / / / / e I
a,/2 b yLAht of toy at ♦ TIE ♦ �ENti RANG/ \ ( / //Act//1a /j / / / / / y Illir
I
UNTRENGHED INSTALLATION 1 a - ♦TBp\ \ \ 54 ✓S \ ^I / /// 7///'T D / / / / of / ' -CONS UCTIIXJ 14 = / I
.au,�az. USED .o .,o�w 5 to - \ \ \ 4S� ���// AREA ////// / �/ 3' 36 M\ _ -
BDMERDVEw MMNTENANCE: during �e _\__�\ \ \ \ \ \ b
1. Inspect sin M d E
Ma Compost COMPOST SOO<N aAL FLOW PATES tie - -- \�\ '�" °"sg isss nee.to allow for acksWe flow D $ wA ;! r`d\Circle h CO_ ///�/i///�/ // � "
for...shed sow Pmleelea =ate r ,ml (a0„),„„)te,p",ml jmroi ems 9 or ^ \ \ \\\` \ s,, z \47 //7// /i// / /j/ / / q0 �ro A15 / //
BheelPw.,� Are -d a �_�^\\` \ \ \\`, "`5� '♦ice ' / ///// � / / // / ../// // 17 ,
aek/"L�e;t°,meaxi tiaarmi i:7; IC IX IFN M� -- \ \ \ \48` // /60 / / C r
...Are f watt. laaa ml 1 I I ml aaa.a - 1 \ \ / - % // / / / / / / /
a;`ou h e.°raw sun \ \ \ \ \ oNCED " /• 51 Im I\50 \ E / �A1 / ./ I l
rat 4'if< m°rat iN a read land \ \ \ \ \ �€ ` '` `� �/ /
ha 1. (im oaa GM (3. compete . \ \ \ ♦o LEtf-if EraU�iDW=` I lief / / / / / / / / / / / I
vm/m) IMAM 1/m/ml i/m/ml vm/ml rum.°bus Men P....nnYalaenlaea. I \ \ \ \ \ \ R INEORCED �� \-r -J�3 _-o= J, / / // I / / / / / / l/ / /
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION \ \ \ \ _ < / / 39
1.
1 \ \ \\ N N. \ -�/'/ / / / / / / / / / / // \o
\ -'- \\ \ \\ \\ ��POND\ /�-------i// / / / / / / / • / / /38 /� \\ 1
DATE: PAGE: \\ \`Sp \ \ \ / '
�� \ i // --\ / / / / / ( / / / / // / \ I (
..A.. ..B. ..G.. ,.D.. ..E.- -.F,. .G•• .H..� o� /-�\�\vv♦ vvvv\v `�v"D"����... - ��-/'� --� I 1 I /
I I w b ( I ( // /�� ��\ �\ \\ \\ �i
/
5 5 .? , I I s,I q� V / ) v v \ 1 1 v \ l \ \ \ v v \ v I ( \ v \ I \
R R JL:11/ I
thous a HousE‘ �/' HOUSEthous Z --_ - _ \
a no ,J -Ro MEI � �.� L% HD ;d Y I� \\ ` 1 1 / \ / __- �\ \\\\� \\\`\\\\\ \ \\\ \\ \ \ \ \
N.
RhN `CURB / U�AY AV -ROA u RO AY • AT \ \ I / 1 \ \ ♦./ - _/-...
/- \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ N. \ \ \ \ Or)
\
Ar/EDGE OEG Notes: I \ \ \ \\ I \ \ /' 7-- `�\\ \ \ \ \ \ \ \\\ \ \\ \ \ \\ ` \\ .•- �\\ \ 1 \ ` \\
1KUEr 1.If needed Tree Protection fencing shoultl be installed along the buffer zone,wetland \ \ \ V_J / / 1 1 \ `-/ y __ \ \ \\ \ \ \ \ \ \ ` \ \ \ \ \ \ \ ` 1 ` ) I I I \
boundary and/or around protected trees,providing a radius of at least 1.25 feet for each \\\\ \ \ \ / / ` 1\ \ \\ \ \ \ \\\ \ \\ \ \ \ / \ -�\ \ _-/ I I /
LEGEND inch of trunk diameter. \ \ \ `_ \ / 7
\ \ \ \ \ \ \ \ \ \
2.Install Silt Fence on the low elevation sides of each lot Install Silt Fence outlets shown on `�\\\\\ / ( \ / / \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ / ^ \\♦\\ / / / /
DIRECTIONFLOW q- schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are \ \\ \\ \ \ / \ \� / \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ / // \\ \ \ I /
SILT FENCE _ _ contiguous and have different land owners or builders,each lot should have individual Silt '\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ / / \\\\ /
® areas. \�\ \ \ \ I \ \ \ \ \` \\ \ \\\ \ ♦ \ \ ��I - \\\ �---
3.Install required Silt Fence within 10 feet of property line to ensure mere is no conflict with \ \ \ \ \ \ J \ \ \ \\ \ \\ ♦ \ \ \ \ \
ENTRANCECONSTRUCTION septic system.It is the responsibility of the builder to ensure the installation of sediment \ \\\ \\ \ \ \ I / \\ \ N.\ \ \ \ \ J I/ I / -- \\\\\ \ ••.� I
CURB INLET = control measures does not impact the septic system and repair areatsl. \ \ \`\ \\ I J / \ \\ \\ \\ \ \ \ \ \ \ \ / I I ���\\\�_, `-J 1 - ---
4.At least one Construction Entrance/Exit is to be installed per lot. \ \ \ \\ \ \ \\ \\ \ \ \ \ \ \ \
5.Waste bins and other areas dedicated for managing building material waste shall be at `\ \\\ \ \\ \\\ \`/�\ I // I / �\ \ \ \ \\�\ \\\♦♦ \ \ \ \ \ \ I/ / / \\\\---�\� / /�
least 50 feet away from stone drain inlets or drainage ditches unless it can be shown that \ \ \\ \\ \♦ \ \ I / I / \ \ \ \ \ \ \ \\ \ \ \�J / \��- ��\ \ /
no other alternative exists.If this separation cannot be achieved,these areas must be \ ♦ \ \ \ ♦ \ / I / I \ \\ /
contained downstream of
\ \ \ `\\ \ ▪ \ / \\\\\\\ \ \ \ \ \ \ \ \ / / / 1 -- \\\ \
6.Inle[s tlownsheam of disturbances should be protected streets should be swept when \\ \\ \ \ \ ``\\ \ \` L\ I I ) \ \ \\ \\ \\ \ \ \\ \ \ \ 1 / / / /M 1 ` �\\\ \ --
sediment //
from the construction activity is present. / 1
..\NC-En viron m en la I.jpeg T.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are \ \ \\\ \\ \ \ �\• \` \ �_ \J K / / \\\�\ \ \\ \ \\\ \ \ \ \ / / I ( / \ i�-1 \ \\\\
--_----_-- Provided on additional sheetS.Erosion and TYPICAL LOT LAYOUTIment.ntrOl details are not WITH CURB AND GUTTER
to scale. \ \ \ \\\;\\\\\\\ •``\\_ - \ \__ \ / / \ \\`A\s \ \ \ \ \ \ \ \ / / I ( / ‘'' \ \ \ I \ - ' `
DATE: PAGE: PA GE 1 of 2
TOTAL DISTURBED ACREAGE: 2.10 ACRES
LOT EROSION CONTROL PLAN
LOTS 52-55, 141, 144, 145 & 168-170
: '° MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION VALLEY END
e°tea '►--
General-At measures will be inspected and corrections made after runoff producingrainfalls or at least onceper week minimum.The builder will insure that the construction activities on anyparticular lot do not adverse) affect anyof the installed erosion control measures.If lot construction dictates measures will be
K. ..N. P Y.G
q-
\ � PHASE THREE
J�p �`'`���'.��-.��-. - 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.
Q 0� i.4444 Gravel Construction Entrance-The ravel ad should remain in a condition to prevent mud or sediment from leaving the construction site,This may require periodic to dressin with 2-inch stone.After each rainfall,inspect an structure used to trap sediment and clean it out as necessary. Immediate) remove all FOR
,�- - - -.��- - '_. relocated
g P P 9 Y top dressing P Y p ry. Y BENJAMIN STOUT REAL
\��- - -� •+e• - - - - - - -.y� objectionable materials spilled,washed,or tracked onto public roadways.
0 �4 . rrr - 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.An sediment deposits that build u against the fence should be removed and disposed of properly to insure
y., P PY Y P P 9 P P P Y
I y _I P^� � 2. r J$;- 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.
- - ESTATE SERVICES INC.
�� �� `n. '.�.4e Sodding-The sod should be properly maintained to insure that the grass take holds in the areas being secured.The sod should be watered as necessary to maintain adequate moisture in the root zone and prevent dormancy of the sod.The sod should not be mowed to close,since this could inhibit adequate growth 1
a ��A� 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, ROCKFISH TOWNSHIP CUMBERLAND COUNTY
•A 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' OCTOBER 2024
Construction: MaIntenaCce: 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 ECG-01 inspect at east once a week and after each l Inch or GRAPHIC SCALE
materal and properly grade It 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 specale grade and dimensl0ns shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment 0
moon it. 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. - MI 11
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 locations 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 min 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
LLL��-
subjectto seepage or high water table, traded 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(910)454-5191 FAX(910)484-0388 LICENSE#F-0106
LAST SAVED:10/24/2024 0:21 AM LAST PLOTTED:10/24/2024 9:44 AM PLOTTED BY.Dennis CdbeM FILENAME:C:\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\24-2510-02 VALLEY END-EC\PLANS\VALLEYENDEC-LOTS52-55.141.144.145---.DWC