NCC240457_Site Plan or Location Map_20240216

a°N° - � \ � _ � ' \\\ \ / / / /
gNys °,e` CONSTRUCTION SCHEDULE - \ / / - J I
I.Obtain all necessary permib and plan approvals.Erosion and Sediment Control(E&SC)permit and a Certificate of Coverage
- (C.)mustbeobtained before any land disnubing activities occur.A copy of the MSC permit,Me COC and a hard copy of the / \ \ / /
® r plan must be kept on site,preferably in a permits box,and accessible during...ion.
2 Install gravel contraction entrances first,then silt fences,reinforced silt fence SODDING N \ / / /
SULLIVAN DR SR-1911 orld.and wanles.
;0 BURY FIR SR-194 3.Finish clearing and grabbing any necessary areas on the lots ssMey are sinned. \
4.Begin lot grading and exmvation activities
SITEginpr<mtinae with house mnatm5pn activities. �� _�� /
y BELLHA lEN 'VE 6.Finish all rough grading and house construction. \
R-19}6 ].Install driveways,walks and patios. ""' -_� \ /
OR 'n5"v Pe S 8.Be8in fee grading of lot areas • / /\
q Wti'pP T P 9.Final grassing,mulching and stabilizing of lot In most cases this will involve the installation of sod on the lot.The silt fence will se_� axpseaorwMMwa FIacas. / ` _ \
H°WI` CAB • '4? remain in place until the lot is sodded or grassing is stabilized and takes bold.
°OJ PJA 10.The contractor shall conduct self-inspections of the erosion and sedimentation control measures and complete the following
mmbmed self-inspection form found on the DEMLR website III MI e
Z hops://www.dequc.gov/about/divisions/energy-mineral-end-land-resmrcWstormwater/atormwater-progrem/npdea-construction-Program. MATCHED coaaecnY \
g9 'ItvelvemonMs of complek inspeNon forms shall be kept on site and available fen irispxtion et all timca.It is rec0mmendda -
'S copy be kept in a permits box.Ref:G.S.113A-54.1 through G.S.1114 57 Sections ISA NCAC 04A 0101 through 15A
NCAC 04E0504 General Permit NCO 010000 NPDBS for Cone A C _
9 Z II.Self mapecuana far erosion and sedimmmn0n control mmswes b performed at least once every seven calendar days and • -- -- -
.°a,9 within 2A hours of very ran event of greatt Menli h.Any nestled repairsno shall be made immediately tong \ -I r - -
h i designed.AII ESC shall be maintainedspecified N Mails on this plan.Armn hallbe installed t / \ ` --
at
e project site for monitoring.
AtOP° 12.M1MP cif 1 cep letters.Wh theproject PI M Pvem shall contact DEMLR I theMSC i / _
'4?,°u PI Ark DEMLR'f Me pe of Me project 1 inspection capon,the Permixee shall 156 153
CAM ST ON DR VE ?eP "deq 6 MCG01 b electronicNotice ofterminatlm(e NOT)A 5100 annual general permit fee will be charged NINl77NlAIfNl,NNl NlN 156 157 154 /-
R 1955 �'s 1 until Me a-NOT bare been filled oat j ll !des vi INNralj.,t4 I�� 155 152 ��
22 GROUND STABILIZATION wlrerHa>atL "'° oo�ASTWATER D�s- HiaH,a„MOW WHEN THE SOD 15
IN 2.9
e^«n'aa _ 15i 150 1
rpm SITE AREA STABILIZATION ax�APPEARANCE OF GOOD SOD /
VICINITY MAP DESCRIPTION TIME FRAME EXCEPTIONS
_ _ }�
w N.T.S. PERIMETER DIKES, 7 DAYS NONE Sullivan
C
THIS PROJECT IS IN A PUBLIC SUPPLY SW&ESLOPESHES a seam. are / ` - Sullivanl�Drive SR-1911
WATERSHED(WS-III)ANDALLREQUIREMENTS HIGH QUALITY 7 DAYS NONE ` I_ n H
REGARDING SENSITIVE AREA WATER ZONES -°'r°'°'"`"' nnwa / / _ - _ _ 1
WATERSHEDS SHOULD BE FOLLOWED (HOW) ma�Har„, re".�>mrx, / - \ ` �I /J
SLOPES STEEPER 7 DAYS IF SLOPES ARE
THAN 3:1 10'OR LESS IN \-
LENGTH AND ARE - 162� 163
NOT STEEPER Pursuant to G.S.113A 3 for t d cover 16 165 \ 166 167 11 �9
THAN 2:1, 14 ()r provisions a accomplished
grown 161 \ I 168
sufficient to restrain erosion must be accomplished for all
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY DAYS ARE disturbed areas within 14 working days or 60 calendar days / N-...,,,,,, I I I I / //
NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR ALLOWED (whichever is shorter)following completion of construction. 0cG / 160 / �-
COMPLETED AS AN EXCEL SPREADSHEET. SLOPES 3:1 OR 14 DAYS 7 DAYS FOR \�
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED h
EROSION AND FLATTER SLOPES GREATER b O / / / __Y=� - - _ _ _� \Ip J
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A THAN 50'IN General Erosion Control Notes ¢ C21YBRAIFGoE EASEMEDr ` -
NCAC 04B.0131 STATES THAT.._DOCUMENTATION SHALL BE ACCOMPLISHED BY LENGTH 1.Only the areas shown shall be disturbed. �¢Z // s- / /
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE ALL OTHER AREAS 14 DAYS NONE(EXCEPT 2.Temporary ground stabilization is required within 7days on all z. I / \-I I \ 7 I- /1 / 7 7 /
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, WITH SLOPES FOR PERIMETERS areas. J /
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, w W
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION FLATTER THAN 4:1 AND HOW ZONES) // II \I I / I /Iy / I I
CONTROL PLAN.' / / / 184 183 182 E1\ 111) 180 179 / /17� ''',,,(({/ //
DATE: PAGE: \ //' O Al. y'7
DATE. PAGE: \ / / O / /rDryim
/ / la°' / /Silt Sock/Wattle Silt s k Wattle 185
Row�_� rea �I oM walem pmkcnon 'A 'B D E' "G" e72LLL___
9 e** use in silt socks['mettles. ..C. F. ..H.
_, -g�-�"n � ceaubatiMted for
_ _ T 1 / ,J7
yA-il��stakes -�dll� l _II.-14 9. iknnry suM that logs Qo��ammpfeok� 1f � 1� �l I '6� �� % A I} / / y js rc 2 Sift lied g 1r ti I a I � � � � I I �' �' � �'I � �� ( onS'aucnoN� Otl�� S�y'}1ENAr!^E / /SECTION section hat areas should be...ailed at nl:lµil«a toe ge of of R Hoses if ll Hoses 1 �Hous I our I our Hoses our j 1 / _land disrtMance.The ends of Me silt - III \ \le {I,\I /
.. ) slightly ups I I 4 l ✓! il I / �/ I- -�l C� In UTI TV ENT
Me.. <o g nantheendofMe Rw J k_J I y
<o I a•Ma+ 4silt metal. e EtrT'T�'O �� I. .e-s-Tn��JNs-ter 1 �-s�. Tos-i / / \446 �+ E ILT FE E/ //` J� / -
II� I / / y QIILTF NCE /7� p� Q / / /
W wvertically through the center of the silt
LEGEND Notee: u I / / /\\ III 1 I d ta� I w ^�� V/ (TVP•) /��/
1.if needed,Tree Protection fencing should bar installed along the buffer zone,wetland / / 188 )89
11 4 1 /
boundary and/or around protected trees,providing a radius of at least 1.25 feat for each ' I / 187 I 190 I ro I �' Z / 193 /o�
d Mulch or Com of 8 feet eantsockwenl p c�dinealncn inch oftmnktliameter. - (/ IZ
To°1/2 height of log st g rid 4 Min. 5. bleliie maximum interval of 4 feet or a maximum
SILT FENCE
_ _ 2 Install Silt Fence on the low elevation aides of each lot.Install Silt Fence outlets Shown On / / \ I I ?P�
UNTRENCHED INSTALLATION pavement)
heav i -T�T� schematic/diagram and Feld adjusted,if necessary,for placement at low points.If lots are //
,„,a...:., are„. ,: a contiguous and have different land owners or builders,each lot should have individual Silt I \ \ / I 450 I I I I ' - I VVATTL/ WA (� �/
-----
ISOMETRIC VIEW �o.m,..o...�.resmv� ......„ eack</wre"em Id a m place during ninon events. SILT FENCE OUTLET ...
Fences. I / 186 \ I I CONST UCTI N I / /
t.MAI"Inspect silt to
at leastweekly after CONSTRUCTION ENTRAN 3.Install required Silt Fence within 10 fat of property line to ensure there is no conflict with / / \\ L _I- �f I LI ITS ONS g ION /
each 1 inch or sprit system.I[is the responsibility of the builder to ensure the installation of sediment �1M / _
control measures does not impact the septic system and repair area(s). / / \ // �,IV ORW NAtaMt _
Mulch or co ocm enters SOCK wmu now RATES m as q,At least one Construction Entrance/Exit is to be installed per lot I / / / / 1 I rv' VINE RC ..77E.
forumrecoheds nod Dexyit0r1r a COMPOST
(1easo.m)(eool.ernl s(T50) 2' erne must he replaced if ore r 5.Waste bins and other areas dedicated for managing building material waste shall be at \ V SILT gENC /
rea To are t sock ram s adequate flow.
clogged least 50 feat away from storm drain inlets or drainage ditches unless it can M shown that ( / '�) / I I ' A LT ET ----.-
Sheet Flav-� A Silt Sock/ "gMm(as1 (iesrm) (usrm] to excessive,
tregeiea wiMao o other altemative exists.If this separation cannot be achieved,these areas must be / CPG / I A / / /
Work ape ir wattle (kos m) (va ) (sfoo m) contained behind Silt Fence. I /
Hrealica oe 2. ,,. rs zz b 6n.11 if ed or 6.Inlets downstream of disturbances shouts be protected;streets should be swept when / �.�/ ` / / 214 / 213 I III I21 I I I I211I 210 �0 27
ugh a e %x g,ngn mrx 7�x %x sediment from dithe construction activity is preaM. / 1 l / 2- /�
�� m/ It �3/r datumanrais"omp to one Meares aed. 7.Details Silt Fence,Sik Fence Outlets,Construction Entrances and other measures are /
•
/m/m7 i/m/col /m/m) /m/m) t/m/m) measure ties been pemeneimy smbuirae. provided on additional sheets.Erosion and sediment control details are not drawn to f I I I /�
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION gaTr-,,:,vx;2o scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES / / CNN / I I / I Y f ) I I I I \ \ \ '� / .Y / / /
NOTE-DIVERSION DITCHES AND WATTLES WILL NOT BE UTILIZED IN ROADSIDE DITCHES I / / / d \ 215 �I! - _ 4a I - / _ /
DATE: we F.nc Fitter Fabric PAGE: I ' / ° \ \ T ( ) 7 , Bellhaven Dfive S°-1936/
r Strength fabn DATE: PAGE: / / C4 I
M.P.� a Mez.Fare g tic wlMomwre kit Wire Fence wire Bnckfill trench I I ( / \
d Compact 1
r� 1 Steel Post _ thoroughlyUpsl / / / \ / / II` I rl -
Pw�t'c or I7
,eza , 1 °w Ir I I 41 I / 1111111b/
��i>?� / I I 1 I I I I I I I I l / /
a> Q 1 % • Rs) / ,r ' / 107 I I 08 I /0' III / 110 I y11 / 328 32
1 �.ro Mtrench
" QoO;`6 / �"'con ,ry / / ' l / / I I III I I III I I / /
�nm�sediment damsR N l l / )11 I1 Fifer Fabrc OS/O NEW �'�� I / / I I ' . •
l ` \
anent bemer of sin strength or atrenpM syniheec after /
above ground.(Higher / -
iEre"rmp that height f exceed
Ofthe awerei _ --` r e / -- - -
flterfabrchomacmflnuwuaro cutkthe engM Mthe bernerkarowjo ilk.Wnenlo rib are I/
2 / 7 I
r. 106
3.construct.
•
securely to cloth w k minimum dam !neceaserystt Y eauPPon post with P the next post '-
6 support standard mengM finerfabncWvnre mesh fastened sewreymnil upslope sane of Me posts Enena Ma ntenanu: •^^^ -rS2101472111114,21% /'�
Me wire mesh support.Me bottom of wire reinforcement,Men fabric on Me upslope ,.inspect sediment f t once a week aria ever each, / ea `'
sae of Me fence post Wire or plastic z nmum 50 pound tensile Mregth inch or greater - any required repairs immediately. -, -r '!#e I /
5.When awre mean supper-twee a used mum of 8 ket apex supports Shedd be dd. 2.Shoue the - fence<Mapse tear,decamp., 4j.3}SJ�; xri4'e ------) )
inlmum
secure6.Extra ly meground amh6foot m is n Remo.Takedeposits
undermining the fenceduringfasten ge filter fabric directly.posts.VAre or plash...ties should have a minimum of 60 pound tensile mange voiume for me next rem end reduce PretreUre On t. / ` / / / /
T.Excavate the trench 41 h E Inches deep Bog Me proposed line of the posts and 1 Clear the entrance and exit area of all ve matedeis end unstabie sediment depositsgetation,roots,and other objectionable 1t Per NCG01inspect tl t a week and after each l inch or / I
8.M /4/ [
mask,.from eaf fabric along Me bottom and side of the trench. ar nerne, 4.Remove en ea to nds bite, r.conVbutng materiel and properly grade h greater rainfall;make any required repairs immediately. I `l' / /
properly stabilized. 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pall in a condition to prevent mull or sediment I ��\ // 185 / /
e.BarhrultM trench with sou paces over Mefilkrfabdc and compact.Thorough compaction of Me beckfill is and bring rhea grey I
drainage area has beenp smooth h. from leaving the construction site.This may periodic
/ /cmlcalmsinfence performance. g yrequire perio I / /
10.Do not sham merfebxc to existing trees. S.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone. 1 1 \
4.Use geotextile fabrics in order to Improve stability of the foundation in loations 3.Immediately remove all objectionable materials spilled.washed or
ANC-Envir erNUl.b Joey
subject to seepage or high water table. tracked onto public roadways.
SILT FENCE CONSTRUCTION ENTRANCE/EXIT I \ / / / // / /'/"�/�/
DATE: _ Q MN PAGE: THIS PROJECT IS IN A PUBLIC SUPPLY \ \ \ _ 104 / / / / / / ` /
FENCE WATERSHED REGARDING SENSITIVE
ITI REQUIREMENTS \ �_ - PAGE 1 of 2
Is r REGARDING SENSITIVE AREA X
WATERSHEDS SHOULD BE FOLLOWED
' LIIIIIIII.IIIIIIII.IIIIIIIII TOTAL DISTURBED ACREAGE: 1.15 ACRES
LOT EROSION CONTROL PLAN
DPDEaLT
LOTS 191 & 192
HEwBHED •
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION BLUE FARM
s - General-All measures will be inspected and corrections 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
relocated on the lotto insure that the potential for sedimentation runoff is eliminated as much aspossible.Silt fences andgravel construction entrances will be maintained as suggested in the erosion control manual.Sodding,seeding and mulchingwill be maintained to insure proper round stabilizing cover.
E FENCE
HARDWARE tiro FRONT VIEW 99 9 P P 9 9
�eUGravel 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
FILTER SECTION TWO
objectionable materials spilled,washed,or tracked onto public roadways. FOR
wnsoeeunnuE _ FENCEsTEEL D CLOTH IN TRENCH 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
w5r� Lnen ro NOTES: INTOOLI Arouse AND HARDWARE 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. O N S I T E HOMES L L C
1.Hardware cloth and gravel should overlay the silt fence at least 12
m
inches. Sodding-The sod should be properly maintained to insure that the grass take holds in the areas beingsecured.The sod should be watered as necessary to maintain adequate moisture in the root zone and prevent dormancyof the sod.The sod should not be mowed to close since this could inhibit adequategrowth
s• `°°X 2.Stone outlets should be placed on low elevation areas or silt fence root P y do ry q Pe q GREENWOOD TOWNSHIP MOORE COUNTY
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. SCALE: 'I"=100' JANUARY 2024
and based on field conditions.
MAINTENANCE: Grassing and Mulching The area to receive grassing and mulching should be properly fertilized and limed as necessary s an initial step n soil preparation. Once the grassing has been lard,the area should be maintained as needed to insure that WI areas are germinating properly.An bare areas should be GRAPHIC SCALE
BURV WIRE FENCE AND B RV 6.OF UPPER EDGE OF 1.Per NCG-01,inspect outletatlest once a week and after each 1 Inch or 9 9- 9r g g p p y rya pi pr p gr g p germin gpr p y. y
HARDWARE CLOTH FILTER FABRICwTRENCH greater rainfall event Complete any required repairs Immediately. 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. 1Do 0 50 100 200 400
2.Freshen stone when sediment accumulation exceeds 6 inches. h II
3.Keep mesh free of debris to provide adequate flow. 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 11
SECTION VIEW 4.Remove sediment when half of stone outlet is covered. sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water.
5.Replace stone as needed to facilitate de-watering. ( IN FEET )
..NC-Envir` en tat Joey I inch = 100 ft.
dt SILT FENCE OUTLET 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 cam 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 tF-0106
LAST SAVED:10/3/2023 3:31 PM LAST PLOTTED:1/16/2024 12:49 PM PLOTTED BY.Dennis Gilbert FILENAME:O\CURRENT JOBS\ONSITE HOMES\23-2J24-11 BLUE FARM-EC\PLANS\BLUE FARM EC-LOTS 191 Et 192.0We