NCC243253_Site Plan or Location Map_20241023

\ CONSTRUCTION SCHEDULE MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION
® I.CObtainONSTRUCTION
all necessary SCHEDULE
and plan approvals.Erosion and Sediment Control(E&SC)permit and a Cmificak of Coverage A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
(COC)'''''''''''''Wr"any land WSW".activi"'W.n''copy of me E&SC'WM'.the COC and a has copy of me NCGS 113A-54.1"IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR
plan must be kept on site,preferably rnapermns box,end accessible during inspection
COMPLETED AS AN EXCEL SPREADSHEET. 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
2.wtallpmv o yle.lion moan.first Men silt tenses,reinforced tilt fence AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED measures. If lot construction dictates,measures will be relocated on the lot to 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
rush cmang and P99
04 3.Finish clearing and grubbing any necessary areas on the lots as they are started. EROSION AND manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover.
\\ 5 a.Begin lot grading and eacava(on entiNties SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A Gravel Construction Entrance-The a I d Should remain in a condition to t mud Or Sediment from leavin the construction Site.This ma re eriodie to dre55in Ih 2-inch Stone.After each rainfall,ins et an Slroelure used t0 tre Sediment and Glean it
Ov s.BYDISTU BEDSTouuconstrumionamiviti<s. NCAC 048.0131 STATES THAT"...DOCUMENTATION SHALL BE ACCOMPLISHED BY ve pa preven g yrequi p p gwi pe y p
fit ANY DISTURBED STEEP SLOPES(SLOPES 8%OR GREATER)MUST BE MATTED.NO DISTURBED SLOPES I'O INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE out as necessary. Immediately remove all objectionable materials spilled,washed,or tracked onto public roadways.
2`.G REMAIN t1NCOVERED. APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, 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
`� r.Finish all rough grading and ens,consmrotion.All areas not disturbed for T days needs to eve temporary or permanent DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, removed and disposed of properly to insure 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.
.� MEMORY LANE - ground=ova instilled. PRACTCE OR DEMCE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION 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
s.Imtall advewaya,woke and patios. CONTROL PLANT close,since this could inhibit adequate rowth and stabilization of the root bed.The sod should be limed and fertilized as per soil
e°19-\� Tp 9.Begiu finegadmuloflot areas g p type recommendationsand type ofgrassrecommendationswhen and if possible.
�#r 0 •N F.6 1E Finnlgas9ng,mwchkg end ambhi.kg oflvE m as<athiswdl imalv<th<ina,Neenafsodonthelat.rnesht f<no<will 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
S I T E in place unt➢tbe lot is sodded m grassing sstabilized and takes bola germinating properly. An bare areas should be repaired, and reseeded as soon as possible. If the time of year does not permit the establishment of a anent grass,then a temporary grassing should be used until the season permits the use of a
� / s 11.'IT<comaaor shag eonauN self-map<Nions orte erosion and a<aimentinm=omrol m<asw<s and complar N<roowing p 9 r P Y' YP Y P perm gr s p ry gr g growing
O��/ °� o combined stlLinstmegon form found on N<DEMLR websik permanent grass.
httpsl wwwn<q nc.gov ahem divisiowenergy,neral-ana-land-fesonrcestsmrmwaadsmrmwalmprogaMnpaes-consturetion- 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
s'm s Twelve memos orcomvlaeinsptttion new,shall b=kept on site and available for inspection at all times.hie recommena�am wattles functional freeboard height.Removed sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water.
copy be kept in a permits box.Ref G.S.113A-54.1 through G.S.113A-5r Sections ISA NCAC 04A.0101 through ISA
o ,y Reinforced SIR 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
se.-` Ncnc 04E0504 cancel Permit NCO 010000 NPDEs for Construction,p,yEy i<s, becomes clogged with sediment Remove all fencingmaterials and unstable sediment deposits and bringthe area tograde and stabilize it after the contributingdrainage area has been propertystabilized.
r.H .s.` S "�NpOPO U.Self-inspections for erosion and sedimentation control measures are be performed at least once every seven calendar days and 9
• within 24 bows of every rain event of greater Nan 1 inch.Any needed repairs sell he made immediately to maintain measures as
CO- ybsY'R designed.All ESC measures shall be maintained as specified in Me mnswction details on this plan.A min gauge shall be instilled
et the project site for monitoring. DATE: PAGE:
p t22s 13.Inspection and final acceptance tallest When the project is complete,the permit..shall contact OEM.to close out the EffiSC
TTON ROM S Plan,After DEMLR informs the permittee of the project close out,*inspection report,the permittee shall visit
p,¢SEA A Meq.nc.gov/NCG01"to submit a,electronic Notice Of termination re-NOT),A$120 annual general permit ke will be charged
mtil the a-NOT has been filled out
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® I I I ,/I \ \ ( \ I I / ///�� _ //// // � \JII ��/ �/ C80 `use lrvLET�Eoce or code AV
Notes aor Av -aonDwA9a -Ho Av g-Hoa••Ay
I I \ /// // LEGEND 1.boundary AY
hod Treer around
protects houM ro iiding a a radius
the beast zone,et for tl
REARNS LANE I I I \ 1 I I I I / //�= r ((/ N inchof
dim eter. protected trees,vroNaingaramua of at leant t.z5 feet for each
III �j =_ inch of trunk diameter.
1 / \ I 2 Install Silt Fence on the low elevation sitles of sac lot Install Sllt Fence outlets shown on
—}�ITt ` \ I achemalicldtieroa and,,,0 adjusted,inecessary,far placement allowpoints.If lotsare
�� // Fenticesous and have tlrflerent lantl owners or builtlers.each lot should have intlividual Silt
t V I C I N I TY MAP SILT FENCE
III I \ /� �/ ����) J jj \ / ENTRANCE Ems® 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict with
CONSTRUCTION septic system.It Is the responsibilityof the builder to ensure he installation of sediment
\ N.T.S. I \ I I I I I /� /� // wEr. . \ \\ // CURB INLET OnhOlmeasures does not imvapuheaevupsystem and repair arealal.
(\ \ —� / \ 4.At least one Construction Entrance/Exit is to be installed per lot.
I I I ___----/ �--/ /0/ - \ // / 5.Waste bins and other areas dedicated for managing building material waste shall be at
\ least 50 feet away from stone drain inlets or drainage ditches unless it can be shown that
\ I I I / // -_ // / \ / no other alternative exists.If this separation cannot be achieved,these areas must be
�� —� I / // /�' %' contained behind Sik Fence.
I \ I I I I I //// l— —�j� / � / \ / / 6.Inlets downstream of disturbances should be protected;streets should be swept when
/ / sediment from the construction activity is present.
/— / / ......
�j /j / // ..\NC-Environ men tal.jpeq ].Details for Silt Fence,Silt Fence Outlets,Construction Entrances end other measures are
GROUND STABILIZATION I I —/ ))i� / �/!/ - � , �DTrd // / provided on additional TYPICAL LOT LAYOUT WITH CURB AND ts.Erosion and sediment control IIGUTTER
s are not drawn to ale.
SITE AREA STABILIZATION l I I I ; / // / / /" ' / -`1CDOT /� // /
DESCRIPTION TIME FRAME EXCEPTIONS / I I I I \ — / � / � // / - - /// :g/ //// / / //
PERIMETER DIKES, 7 DAYS NONE / / / /// / / 1 /
SWALES, DITCHES I �// / / _ /• 4 /
&SLOPES )) �// / I / �/ VW/ /� ��- -> os -/ JHIGH QUALITY 7 DAYS NONE I(/ / / // // / / / ` / v / :::
/ / 9� / SODDING
WATER ZONES �J l // �/ / / / /// �� - / / N /
// / / / / �.
SLOPES STEEPER 7 DAYS IF SLOPES ARE / / l l l I / /� / // /i
/ /�� - - - /. / 0 O�j/ I / �THAN 3:1 10' OR LESS IN // / -6 0 / / aaeNcoLENGTH AND ARE / I I �j // // /// / / aZ / / / A Oy[ / �..�NOT STEEPER / I / // / �`� �- I w�� enpsnnprRlNMlna clawsinimi
..
THAN 2:1, 14 I /DAYS ARE 9j�(,/ _ALLOWED / ' / �� / %/�//// / / bo/ 'waTCHan=amace,::: `
SLOPES 3:1 OR 14 DAYS 7 DAYS FOR _ //et*
48 /---
/ ,r
FLATTER SLOPES GREATER J //
THAN 50'IN I I = / / //�i I i ,�/fj / / / o-/ / / _
LENGTH //// / 4, / ,�
ALL OTHER AREAS 14 DAYS NONE(EXCEPT / // / - / �/ / / FUTUR- r 8 -
WIT}i SLOPES FOR PERIMETERS _' �/ // / I � �___- / 50/ / COOT- I // inµ
FLATTER THAN 4:1 AND HOW ZONES) I\ / /.. b / ''1111 I'ppi�g����l��
// / //�j) l/ -' �j//, / "� 40/ % Igl a Al m ��P10.'
DATE: PAGE: //// / //r -4-.-_- �/ // <S`JQ� 39/ , / vnm THc sea 1r/WIWNIWE SOD IS
T um. AD=Oois !rat a L0WER
Silt sock/Wattle Silt Sock/Wattle NOTE \� // / /�yi./ {- - / / / / I APPEARANCE OF GOOD SOD 'me�rlIee / / / •
/FLow�y 0 II.: T 0 against erosive velocities ssmay besubeoml'e dfor ` �// / // / / // / /jIT __' ,r -TT if_.Il ma gseonwa kmr / // - •"I. - /// //// /, / / erre.xec.r.MAWS
SECTION Stokes Stokess' IIand a minlmurn of such
the parallel
'�/-//r -
z z �I" mlvl paeea ee of hpw ��� / /��/f L�/f� f -._-- l r /// / 3iik., / FU URE • .vea.natn,a tnae. ooano
flat areas Mould he lo.ted at Ro R sya, aland .rajjahslit an aturn.slightly upslope to the eeafNe i // , / _ - _/( 53/ / 36� 30 NCr.OTRIW ) \ aasre.nar.. ar,<'anmmt
wax. -.L _ _- �.11 I � / ors
O. / /� - - - I / 5,�JC0 O Na
$ II) inch x 2 hell cross section Mould be driven
verfically plumb,through the center of the silt
/� ///✓t / _ I I / �/ o RElrvroacED fi"" FUTURE j \ \ No General Erosion Control Notes
sock/wattle,Stakes should he N P ST souiiE"cTE , ' DE 1.4DPMEDFT .,maxlmum interval of 4 feet or a maximum interval --- `c
Trencn'n h /� // - - I I I / /KIOSK �/ ��� J \ q¢ 1.Only the areas shown shall be disturbed.
To Wood
f N2 height fomg st ground 4'MM. 6 ftrench ,when
�� / / I I 1115 I / / /J " 'rJ'y\ Z 2.All disturbedareas s possible shall
grassed and
tied
Dsno ceDEW u nory ,�....�,w.w.ro..w.^mitt^w�..e m....,w»:. sockstrvaMes are used on pavement)heavy
e used
ennengm the
silt
- — %/ / - -_EXISTING _ _- /'I I I I I / I rillkwnTTL — atz \ ass vet sestablished.and
sock.... = �� POND - - I / ( O \ until pemanent co a
,. wet MAINTENANCE, der _ I( ?. 1'' E \ //I
each 1 inch or greater seta /� __ 1 2 GDNL MITB ION /
Mulch or Compost a e allow for aae9uaaOCK rm.,FLOw RATES accumulated sediment a. n debris as STEEP SLOPES EXPOSED DURING CONSTRUCTION 25 I.
for Untreiahed Socksreacoa beegnowmeiv ro(200T s(wonm)('iaw,(saonm) If z ante mustpe nr oggea r ��/ MUST BE SECURED WITH APPROVED MATTING --- ®I 1 1�� {�� s SIL \ 4,�
Prey ^^`) ^'^) . If pending becomes excessive,the silt NO SUBSTITUTES!SEE DETAIL PAGE 2 _ / e4 FED E
sheetF woy f watt ock/'";n;<�mA7 i°Y:: T z tl tr.°�° r'.° red) v aw 'Z. )\� - -- \ \: oorvs,M7DrI. 1� •
a 4,B /
w.ae a ae. n.a (o o) ( ,) (6b s }{ -- 5 0 / / THIS PROJECT HAS SLOPES
1,11 Rot. gP,n/n ep,nnt gpm/rt cam/n gin, e Wee M.
a, D„ ,„, za1 (aT, meaeurehasbeenpermanentystow.ad. a / 23 THATARE8%ORGREATERw /m/m) - j/SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION / �i /jLI' \, o� / ` STEEPSLOPES EXPOSED DURING
_ _ • 1;5 \ oho \ 6 CONSTRUCTION MUST BE MATTED
�► wEru I=� - `� \ 4/� ( sue„ ° it40 \ ic}-, ........N_,,,,____"\":„:\
DATE: j aMax.staneent so-en to mencwnn wo-e recee� Wire Fence_\ Filter Fre ,
abric PAGE: \•j / // / /\ m E I ` \\ OUTL \ 8p \else)Pas� VMax.Extra stregt abnc without wire fen % Wre Fence PlastiMotBackfill trench - - /��,��� ��/ \ \ \ /E > \ '� \ \and Compact _ _Steel Post _ 0oroughly \,,r„------
3�, STORMWA7ERy / ry /Pmcf rt ar Yl e'to ��VOTpe rvFpq/csD >�
Wre 'es ' 1 ) / run r, /(oil 1amp \tnln �a..timant � , ) / / / / 'F 13 PAGE 1 of 2
) );
1Filter Fabric 1 , \ o',. / / /o/ - '' wA\ / / / TOTAL DISTURBED ACREAGE: 1.14 ACRES
1. Con"w ,aedlmentbanterntntandardstrengthore„rastrengthsyneeeflkrfabea. CROSS SECTIONVIEw �< b / /\ / LOT EROSION CONTROL PLAN
2.EnmreNanmay dvolumblMNeees of rsufficUenceauseoat=x<„d24 ailure of tr.uctur'bovethegroma.IHlgberknn,a \ tiTCiR / /. / \ CONSTR.OnI0 / / , I _� LOTS 2, 15 & 23
i
roll out 15 /` d a"alykam cad =laNmlyatacause f ppaHp�awg 4nk ml ro 'd�okN tap«l. \ \� \°T _ E \ / / I /4:s�podeknaaraetrengthglkrfabe<bNwiremaebtiehn.ae<w,IymN,apelnpada,nfp�k.EM,na enance \ \ 9�,� . / ,6,h or greater rainfall.Make any required repairs immediately. -,ryP / / TAIZ RIDGE
the Mrs mese support to the bottom of en febe on the UPS.. 11.Atrn`�nt
side of the fence post,Wire or plastic zip.should have a minimum SO pound tensile Wang.
sewrely into theppanre�o.�a <S,When a Wire mesh support fence is used,spa.posts a mmdmurn of 8 feet apart.Supports should he n - fin w - romps.. \ \\ \ �'PO \\ \ I '� \�',.�` / / / / / // \ FOR
6,Extra strength fasten.e filter...= re�ytopoats foot \ / DFH LLC
strength 7.Excavate the ch approximately 4 inches wide and 8lces deep along the proposed line of the pasts and fence.Take care Navotlunaemnng the fence aurrgngNe I� \ O \\\\\�( �7 / /� / / / / \ 1
4. STEEPUSTBESECURED EDDURING ROVED MATTING.
ON 1 \ \ QUEWHIFFLE TOWNSHIP HOKE COUNTY
u sec elminc.
.of fain.along the bottom and aide of the trench. 1 \ \ 18 -----
MUST DOBSUREDWITHAPPROIL PAGE TING. wes / I 7
S.Be tat the tie ch with sail pieced over the triter fabric and compact Thorough compaction of the beck.is damage area has been properyaaNemove all fencing materials and tlizeldaerttre contributing \\ 3jg \ \ I I / NO SUBSTITUTES!SEE DETAIL PAGE 2 / /
g.Do not at silt tach hla kbn=aen*sting 1 / ' / �� SCALE: 1"=120' SEPTEMBER 2024
NcmEnyHr�mtalnjPe9tre I \\ a� / / / // / GRAPHIC SCALE
r A 1 / / / / o o eo ze 2ao eo
SILT FENCE I I ) sT, ` 1 t.otV / /
N FEET >
K 6 \ \ c 07 /
L Inch 120 Pt.
\ I I �� \ /// / / / / //�� / _ �� I I/ / / MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
I I I r ' ( ( I \ 1'A - f( I Z / / / / i / �� I 1 I 1 , _ / PHONE[phone] FAX[phone] LICENSE BF-0106
LAST SAVED:9/26/2024 1:10 PM LAST PLOWED:10/14/2024 0:56 AM PLOWED BY,Dennis Gilbert FILENAME,G\CURRENT JOBS\H&H CONSTRUCTORS\24-136J-OJ TAIZRIDGE-EC\PLANS\TAIZRIDGEEC-2.15&23.DWC