NCC233579_Site Plan or Location Map_20231205

ill 111111Fr CONSTRUCTION SCHEDULE \\ \ \ \\ \ \
I. Obtain all necessary permits and plan approvals.Erosion and Sediment Control \ 11 A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
O (E&SC)permit and a Certificate of Coverage(CDC)must be obtained before any land disturbing activities
a°aP, occur.A copy of the FAST permit,the COC and a hard copy of the plan must be kept on site,preferably in a Il\ NCGS 113A-54.1°IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR
231 Pp 14 " pemdh box,and accessible riming iru:pection. \ \ \\ \ \ \ COMPLETED AS AN EXCEL SPREADSHEET.
2. Install gavel construction entrances first,then silt fences,reinforced silt fence outlets and wattles.
\ 11 AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF TFiE APPROVED
st
y TV-P due 3. Finish clearing and grubbing any neoeumy areas on theIds as they are started. \ \ \ EROSION AND
4. Begin lot grading and excavation activities \ SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A
\ NCAC 04B.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY
Z Ry N- 5. Begin or continue with house construction I \ \ \ \ \ \ APPROVED AEROSIION AND SEDIMENTATIOO CONTAROL CPELASNH O R BY COMP ETING,THE
v 6. Finish all rough grading and house construetion,tru
t✓ ]. Finisldriveways,hading and house. DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
" S. Begin due grading of lot areas \ \ \\ \ ill
\ PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
xe ` J./ 9. Final grassing,mulching and stabilizing of lot.In most cases this will involve the installation of sod on the lot. CONTROL PLAN.'
.O -�/ The silt fence will remain in place until the lot is sodded or grassing is stabilized and takes hold. \
s4:4 4D } l!J 0 I0. The contractor shall conduct self-inspections of the erosion and sedimentation control measures and complete \
o the following combined self-inspection f found on the DEMLR websitehrt I \\
Oi9 /rpdeo-o tdenncgor/abpu[/divisions/energy-f0000pand-lana-resources/s[hallbskspl rm000drpgram \\ /
q AsIes-construction-program.Twelv000dod 00pyholeteirespxtionf aehalIOS.Itonsiteandavailable SODDING
'Ti- for inspection at all times.It is recommended a copy be kept in a permits box.Ref:G.S.113A-5 E through
R� G.S.113A-5]Sections ISA NCAC 04A.0101 through ISA NCAC 04E.0504 General Permit NCO 010000
a NPDES for Construction Activities
S' -
'Ja , 11. Self-inspections far erosion and sedimentation control measures are to h performed at least once every seven /I \ \ / VW SOO IN AST...RED
��
$y calendar days and within 24 hams of soevery ram fit of Beater than 1 inch.l h,needed repairs shag be \
omade immediately m maintain measures u designed.All ESC measures shall be maintained as specified in \ SPACES MO 00
M���'��
SITE , the construction details on this plan.A rain gauge shall be installed at the project site for 000Aring. \
12. Inspection and anal acceptance letters.When the protect is complete,the sal close
shall contact DEMLR W / \\\ / suns tiro TnimMino Nec>s
W� close out the E&SC Plan.After DEMLR informs the permitree of the project close out,via inspection report, / _
Ilk
Vt
'A NR the pertnittee shell visit"deq.nc govMCG01"to submit an electronic Notice'f termination(e-NOT).A MOO Ella e
fp annual general permit fee will be charged the°-NOT haz been filledou. / \n / INCORRECT mkrIC SOD CUTFER MUST BE
b �Awao�R., o z, M�CORRECT
iii ro
'°ey '� _ Koonce Road \ T,SR-146 - /�,
t^^ '"" T PO / / CONSTRUCTION
i` 'Oct.. 'bw 1 C.NS'f i�UCT 01 N I ��
lh
ey LIMITS sOO mraconraLvm
dr%
o LIMITS wI.V�� T�u AsmssoD is IIIU, III'lows•
� 27 28 ,m rll .,l,(,. ,ild1, . I
ESTABLISHED-irq 2-3
\ / Vtan CONSTRUCTION I \. MOWN/HEN-ME SOD IS
�R HRgb Q' i \ / J 'IP' 01_
L��B \ 29 LIMITS / ACHIEVE Fl.ITH Hssar. .oED WATER iD.WAT Awiva, \ / 2j �/ /_ ro APPEARANCE OF GOOD SOD eo r
J / I
VICINITY MAP ,� ---'7 i
Ii iiii./ Lot Plan I ��{�l'll�Y Y0f l'I II hO III vrr.°xaw,n.
N.T.S. � >wa».°r,a.�rea.na
B CCC
DATE ..„, 0__ERE X • •lir
PAGE:
M1N. .� JSILT FENCE 7 \ \ 16 lir 4,11"
31
\ Lot P
° �' 11111111 1. A V \ OS2 \
,14 20 DATE: PAGE:
wusT aEA \ 2, C NSTRUCTION
AeOVE TH F v
1 LIMITS -
STEEL FENCE
-Ii
WIRE \ 'os� \ de Corner Read \ ¶ u u IAA ll , I , e % %j
HARDWARE CLOTH FRONT rnoNT VIEW \FIiiER FIneI:ICNCE' �9 \ S" �' RHou R ll ou ll �Hous I I �G HOUSE �� Hous HousE
FILTER OF.57
STEEL FENCE
WASHED STONE NroBaLIDD POST SET �� amNTRENGH x - 1 I.of ] I_ I �-RD i I.� AY z0!.'' J =au J
O'''." NOTES: yxApashwN w 3 INLET
or CUR:II
AY ROADWAY "AY AY
1.Hches.a cloth antl gravel shouts overlay the silt fence at least 12 ,
�\ <V o CURB Notes:
f `\\ 2.Stone ouflets should be placed on low elevation areas of silt fence ' y \ Q 0 1.If neetleQ Tree Protection fencing shoultl be installetl along the buffer zone,wetlantl
URY and based on feld conditions. ��I \ \ \ 33 Qy LEGENo bountlary and/or around protectetl Vees,providing a atlius of at least 1.25 feet for each
BURY WIRE FENCE AND
MAINTENANCE: aJO ` \ 9 / OSZ � inch of Wnktliamatar.
F 1.Per NCG-01,inspect outlet at lest once a week and atter each 1 inch or , 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any requiretl repairs immediately. l R e�� FFr�r4I (� N p schematiGtliagram antl field adjusted,if necessary,for placement at low points.If lots are
2.Freshen stone when sediment accumulation exceeds 6 inches. ¢ I+N ,",' contiguous antl have tliflerent'antl owners or buiMere,each lot shoultl have intllvidual Silt
3.Keep mesh free of debris to provide adequate flow. 4 SECTION VIEW 4.Remove sediment when half of stone outlet is covered. r�," \ \ / r ILT FENCE ourLET ® 3.Install required Sllt Fence within l0 feet of property line to ensure there is no conflict with
J �/ BIII
CONSTRUCRON ENTRANCE set t It lS the res bilit r Me builder to ensure the Installation of sediment
5.Replace stone as nestled to facilitate de-watering. septic system. p y
ANC-Envirprtnentol.Peg CURB INLET control measures aces of impact septic and JI Gj n p p yrrepair areas)
SILT FENCE OUTLET \ mot 4 CONSTRUCTIONTRANE17 / -, 4 At Waste bins
and
otherher E t to lion to be building
ull per lot
\ _ ENTRANCE Slade Corner Road 5 Waste b ns antl areasdedicated for managing bu ld rig material waste shall be at
\ .may least 50 feet away from t drainlets or drainage ditches unless it can be shown that
\ ' S J Argi no other alternative exists.If this separation cannot be achieved,these areas must be
DATE: PAGE: S� \ t •� :EN/
'•\ /♦ J I ~ 6.Inlets'downstream of disturbances should be protected;streets should be swept when
y -'VD '' sediment from the construction activity is present.
Silt ock/watue - sit Sock/ (1�\\ \ `aYa \/ ..\NC-Environmental.peg ].Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are
t NOT: \ ` \ \ / A w
aow�� MI 1. o for
\
Area to. R ll,.u.re_ if III provided on additional she..Erosion and Sediment control details are not drawn to stele.
(/ 1/0°' EccErTivE D^TE x+�a2/2020 TYPICAL LOT LAYOUT WITH CURB AND GUTTER
' .2' 11::11.; 2. post to the desired length such that logs clo=deform. \ \\ \ \ 2 _/
and a minimum of10 feet beyond thetoe We6 CONSTf,2UCTION ¢ 1 DATE: PAGE:
SECTION SECTION sflat areas lope.Sig beM Sock/Wattle(s)
of t located he
REINFORCED ��� ATTLE LiMi /
land SILTFEET Ni !Z• t\sue\l
RO u F.
rbane., e.s of
to \ \\ \ -\\ \ �6U'pLET � �x °-.rx p /
a,M>" sMer.. wwaue�a mg qa°oar een orre \ \ \� 30'D AINAGE •SEMEN� " (\ ,f%'
iil l) sowriery.stares should he placed at a GROUND STABILIZATION i 4. Oak or oMer durable hardwood stakes with a 2 \ �// /�2�2$ 4. �� �m a
o Trench in the silt sock/wattle> ma ,n SITE AREA STABILIZATION \ �\ \ a Oa
EXCEPTIONS \ C \ \ m Q'
coca/z fie ight of g grouse a Mn 6. In the event staNng is not possible I inch
DESCRIPTION TIME FRAME \ / \ \ \ \ ,{y� z,0 /IA 4�_� �t one,
nun INSTALLATIOie.when
N , PERIMETER DIKES, 7 DAYS NONE \\ 1 'N \\ \ \ \ \ / /,p QJ � WAyO°aa
T...w,rew..m.v..°,...w,.q...o�.,.o=...,.+_ SWALES,DITCHESsooldwattle to hold It In �/
ISOMETRIC VIEW place during mn every.MAINTENANCE &SLOPES 3 k-k
1 pen essH and after HIGH QUALITY 7 DAYS NONE \ \ \ \ \ \_ /.� R
COMPOST sou aeu noon m cos a, WATER ZONES \ \ \ \ I'. _ .. •Aft!.1 1 I I I I 1 1
far uneenmed Seek, m,anae FI 1.= tn� e;go,n,r)4.111m,Taco:,, 1,,,7.n 2, mlemr>t clogged or Mulch or Compost needed to allow ler adequate Pew (HOW) \ \ \ \ / , • awn1 1 I I I I_I I�.!_:.
SLOPES STEEPER 7 DAYS IF SLOPES ARE \ \ , •� e. .-
shenRWay /-rk Area coat sock/��em(� i.FT)(22 .) ,Food 3.( 1F0 o a THAN 3:1 10'OR LESS IN \ \ \ \ / - r^i"� ,�'
tt a funs col 09s m, f600em) damagedReinsMII If LENGTH AND ARE 1 \ \ \ =i"- 1.`D�e
NOT STEEPER '�-y
"TX",req�ao°ie" g T'jn 'mitt s1 jn a min ga0,%a s. .ter entioee. A - - _ Y
Asa �1ur fiea h2e1 0/ a a>aa'roa we� pel.ceana .1n THAN 2:1, 14 \ N \ \
1/m/m, 1/m/m) 1/m/m, vm/m, I/m/m, measure > Per anemb...ed. DAYS ARE V \ \ ) construction: Maintenance:
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION ALLOWED �� \ \ aearmentrance and extrarea a all yegetauDn,roots,naother Dbjemnade Per NCG-D,In6pe aueaatn,ea week and after each lm,hor
\ material and properly grade it. greater rainfall,make any required repairs immediately.
L_- SLOPES 3:1 OR 14 DAYS 7 DAYS FOR \ 2.Place the gravel to the speed,grade and dimensions Shown on the plans,and 2.Maintain the gravel pad in a condition to prevent min or sediment
FLATTER SLOPES GREATER smooth it. from leaving the construction site.This may require periodic
THAN 50 IN \ \\\ 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone.
LENGTH ` \ \ 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or
ALL OTHER AREAS 14 DAYS NONE(EVOLVE \- \ \ l \ \ subject to seepage or high water table. tracked onto public roadways.
WITH SLOPES FOR PERIMETERS -�
DATE:, P.
Wrtp w E.w Sta I In prIth „,ic t ,,,,ee ' w e FenceFiller Fabric Price: FLATTER THAN 4;1 AND HOW ZONES) \ \ \ \ . \ \ I CONSTRUCTION ENTRANCE/EXIT
L°>'�, ex. a>n g a cm w w.f.. fie Fence wre Floc.trench \ \
_ ,trot rap \ \� ` \ ` \\ \ 1 \ PAGE 1 of 2
(1
Steel Post Shy \
\ \ �� TOTAL DISTURBED ACREAGE: 2.06 ACRES
ST General Erosion Control Notes1. • - \
Plos[c or 1 J
wre te> 1Ba° f . . .
t•T Its only the areas shown shall be disturbed. \ \ \ \ \ 1 I • LOT EROSION CONTROL PLAN
CJ I to 2 All disturbed D stroll be grassed and \ \ I LOTS 3, 28, 30 & 31
y e/ , y had ass as possible and maintained
I
/� ) 1maoe me o-e°<n / 1 until pemanent cover established.
_ 1`\ �\ I I N
Construction:
Filter 1 \ WOODHA EN
,re�hot era 24 inches above
has CROSS SECTION VIEW I ( ) \ V
bnvetheground.(H,grerfenne>
nm,titithesedimentbamerofahndarda synthetic \
2.
cnonimpound`°iablicfromaconntinuousrollcrothelaneih'offnu na)niertoavwal ms.Whenjointsare 1 \ \\ 1 I \\ 1 \ FOR
a „,, �;Hne wire „`ab=nm;fil br<by of hremesFbtenN>eureltoDeUaPeSi� .bric.Pa.,Men, menanre: MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION FURR CONSTRUCTION
dry of the impost.wire.plastic zip the
shoud nave a the
m 9O poem tensile strength°P°Pe 1. inch ot9a�errainae.m m ediatey.
aed,r ce Po=a maximum msfeetapad.Supports smmd be driven collapse, decompose,
securely coo me.,
.ground a m niroum 0,24General-All measures will be inspected and corrections made after runoff producing rainfalls,or at least once per weak 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
6.Extra strength fn<rraen<wi,n6.post>pacing aces not require a wire mesh support...Securely AND DEVELOPMENT, INC.
tarrabnea�r y posts wre plastic p aahoud have a minimum m pound hnaiIa Remove
next as
necessary
provide
adequate
relocated on the lot to insure that the potential for sedimentation,nog 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.
ea the filter m Inches am a�nrne>aee elan me prepared line of posts and are to avma urwermining me wee riming 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
7.Excavate trecne&°°' y p g p p p DbjeciDnablematedalBapioed,washed,DreackedDnmpubrDroaaways. McLAUCHLIN TOWNSHIP HOKE COUNTY
upstage 4.Remove
all
to ng grad Tana stab ceiit fie,ins con deposits
g 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 =
rmegg. .inand00 compact. u9< as onaforeback,.is drainage area has Wen properly>Mmll:m. 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 SCALE:�" ���' OCTOBER 2023
Do not attach finer fabrl<ro exce5ngcsas and 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
GRAPHIC SCALE
<nemlm,utfana pertum�an 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.
log o 5o i W 200 400
1o..\NC-Envir omen tol.fpeg 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
SILT FENCE 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.
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 )
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 MF-0106
LAST SAVED:10/26/2023 9:01 AM LAST PLOTTED:10/26/2023 9:39 AM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\FURR CONSTRUCTION\23-2651-03 W000HAVEN-EC\PLANS\W00DHAVEN EC-LOTS 3.28.30.4 SiDWG