NCC243512_Site Plan or Location Map_20241115

\
/ ._-- --
PIPE...\.
N. \ DRIVEWAY % / / / Z ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REOU I RED BY
® ` PIPE IN DITCH - NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BV HAND OR
/ STRUC ION \ COMPLETED AS AN EXCEL SPREADSHEET,
y tTN�� CONSTRUCTION SCHEDULE / \ ` \ \ / EN / _ - AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
Fo A°� ¢&�Y� � � / � DRIVEWAYAA., RO�DSIDE �� EROSION AND
'S'
,npN Wps s I.(CULL all necessary permits and plan approvals Erosion and Sediment Control(DASC)permit and a Certificate 5Eof CoverageDIT H i I - SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A
4 ¢R A.1Y's _ DI 5555must beobuined before any land disturbing activities ocwr.Acopy of the E&SC cennit,me COC and shard copy of the • / \ PIPE INDITCH , ]DAV GROUNED HAVE BEENI STALlE NITA 04D.0131 STATES EACH MEASURE
....DOCUMENTATION SHALL N ACCOMPLISHED BY
5 Install
gravel
on site,pret'e5Sbqfirst..
nacerntits box.and accessible IIfS,inspection. / \ ENTRANUCTION 'y/A�'r�. DRIVEWAVPIPESS)VE BEEN INSTALLED/ INITIALING AND DATING MEASURE OR PRACTICE SHOWN ON A COPY OF THE
sb Tin 2.Insmll Iconswetion entrances first teen silt fences,reinforced silt fence / \\ �' TYPICAL ALL LO\ J APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING.
8 \ ENTRANCE ♦"S,�
PUQ C,� out ...des. / \ \ DRIVEWAY , \ I r DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
PLB Frye 3 Finish clearing rigrubbing y awry the.. they are started.
\-''''
\ t PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
Roeo sg 113} Pf QP-1, o 4 Begin 1 grading d \ \ \ CON;111111UPCIPTEKI.C-UGH;;If:4#:*'''41
, a \ I / CONTROL PLAN.°
p� yQ5.aeg 'hh EF17$ •NS U TF, = aft rh> 6.coo h II gb g d& d M1 11 disturbed for]days needs ro have temporary or permanent \ . \ LMI Sl /y yN "�. ffio d Wled. \ DRIVEWAY �\ �t;°�S' + 5 ISnes811 don fine g G g Ik dpa- / \ PIPE IN DI 'I \ //r; / 1 / SODDING
Jr//�eSlot areas
9.re 1 1ll d dI' fI an kes Inache Ilanon of sod on the lot Thesilt fence will \ CONSTRUCTION • 141.1.
/
/ %\/5/(TYPGS 'N/ // /�?? t t lI h 1 rid d g' b 1'ed d k n h ld I `10.The till d If' fin nand sad' 1 easares and complete die fallowing �_ cENTRANCE /� +� STEEP SLOPES EXPOSED DURING CONSTRUCTION J ` ��
o combined self-inspection p f found Me DEMLR websim -\ TDAY GROUND COVER IN DITCH INHERE_ -//%-;'y / :\ . MUST BE SECURED WITH APPROVED MATTING.
SITE11'/ .b hops//www deq.nc gov/abenMdivrsionsrenergy mmeal and land resomces/smmrwater/stomiwaer pegram/npdesconstmcfon program. \ DRIVEWAY PIPES HAVE BEEN INSTALLED �';„0 9\ '\\ �� NO SUBSTITUTES!SEE DETAIL PAGE 2
I col h f I be pots see d available for action at all times.It is recommended TYPICAL ALL LOTS)
�'/2---
� \ �, / \ // �I���� ETook Fon Tumor.nom T.
NDS AND mvMNDPfeas.;LAY SOO!NA STAGGERED
Donor kFtwn we.O.AND DO
? copy be kept' M box.Ref G5.113A 541throagM1 G.S.113A 5]S ISA NCAC 04A 0101 through lSA 30p� �LTFENCE�\ // M�
�r�� P NC C W O50 G I CG 0000aNPDES for Comlruc j SlkkkT ( )[{ZIOyr, II Self' p f eM snt 1 ny nere b airf ll leaze ionce mmedieryyto ailrndardasuesa ` CE �\CMr y V'65 with'24h f fgreamr di 1' hMyneNd ah lib ode immediatelymmamwn measures as \z P54 54desgned All ESC hallb mind pe'fidin die struction details on this plan A ram gauge shall be installed \ p) / / ' REINFORCED E
In y '/' •
.�,T.,gNS�ONO �b at th prefect site for mo' g --- \ \ \/ ./. \�\ �`� SILT FENCE - - �rwreaan CORRECT caBaac v.P '( aP �gh012.Iraspection end final accep 1 s.When mepwjem is complete the permittees shell conmc[DEMLRm close w[me E&SC -- / I �I� a /j'1 /ATTLF/ OUTLET
b m '� Nit plan.After DEMLR ref M1permm«afthe fool«[close out via mspecten repots the pemiittee shell visit a STRUCTION / ,;%w { o "deg nc gwMCG01'to submnenel«trovic Nance of termiennau(eN0'L).A$120 wmuel gev«elp«mitfoe mil be charged ITS \ n.. /•rkv�/p p acunt We e-NOT M1ae been filled out \ y \ / /, / REMAINDER0 /IIII)
e 54'V \ \ 'A B .\\/��T LOTS TO BE
xMONr RonD sa �A'5p0� ) I I \ II \ IL-) :�AI � Wl�/ . 'glTF ENCETURBED
F�EvN ERMYRog yR,lzl / I \ lII �.. OUTLET'A a 1\\ I IADSIDE \ ��.� / /� W� ��IIIII �\ / / ITCH \ \t I I \ I WL \V' •' S/ `� J rn E. L.
I / TEEP SLOPES EXPOSED DURING CONSTRUCTION I � '� ♦REINFORCED �� vnsry THE sot AMSIDSOox asrxs sonsxcHtr sT EMow'ER
\r SILT FENCE' APPEARANCE OF GOOD SOD
•_
.,
•
1..
MUST BE SECURED WITH APPROVED MATTING. • 1 OUTLETIt L�x'Ro4D,yg-131a,,,,,
' I \ / IJNO SUBSTITUTES!SEE DETAIL PAGE2 1 IW.NT1L���a�. I / t III �fl1 I pIIIe-vb II \ Il�y l 'I � II • 1� of• RE)UTOETED < II�I��Y l�Y 11 Y u I '1 Y J IIusro,a cow. 00uo
SI_TF NCEVICINITY MAP I I )
I ( fair { araaxnmwrN.T.S.
I I I I I I =\ R MqqINDER ' I11
/, THIS PROJECT HAS SLOPES
DATE: I PAGE: \ I I ) � �i J J) ) I I I o11s oB I - -
_ i / / / / STEEP SLOPES EXPOSED DURING
/ ll l / /
+ / CONSTRUCTION MUST BE MATTED
t I I \ I / ' I / DATE: PAGE:
TOP ors LTr `� 33� /II
/ /
MusT sr AT Lrns �' - OFFSITE J ` ( I I I Ili �/
THE WASHEDS [ .. I I I �/ 33'f- / 1
SEPTI FOR `_'11
STEEL FENCE POST .. T 9 I "A" "B" "C' "D" "E" "F"F• _•G• "H"-
WIRE
RDWAREGLD H mDNTVI w �eDR J 1 / L �� -I FILTER FABRIC. _ �i / JJ ) ) J e e
W .4I _ CLOTH IN TRENCH / \ �� -DFFBrTE���/ likklik
/ / 1f Hou R .11.... IL -t llous �f Hous Hous llous llous
- ROADSIDE•
�// i3 i bEPTIC FO / /// /
.e� I ON INTOBa'SOLID ANDN HARDWARE 6\ �oH :1,/// ' / _- �� // /// >,
FILTERDFr] STEEL /rQ// ,////�-
ASHEDSTONE
I ERFABRIC NOTES: / 'J LJ
r:o I 1.Hardware cloth and gravel should overlay the silt fence at least 12 ^ �(/(////' �� // ✓/ /�/ 1/1 m✓'"' Tic-"
V ;:I Inchesoutlets should be placed on low elevation areas of silt fence m I -\ \ Oar
74 / " /Y /// /// / ` LEGEND Notes:i u
..,°,.....o:°t.d:e I 2.Stone p ac ry / / needed,Tree Protection fencing should be installed along the buffer zone,wetland11 and based on field conditions.
URv MAINTENANCE t"Jq _ ��OFFSITE ////// N boundary and/or around protected trees,provitlingaradius of at least 1.251eM for each
OF 1.Per NCG-01,Inspect outlet at lest once a week and after each l inch or �� 11 SEPTIC FOR C. \ inch of trunk diameter.
I rainfall event.Complete d re y. /�� / 2.Insell Silt Fence on the low elevation sides of each lot Install Silt Fence outlets shown on
HARDwnaE etoTH FILTER FABRIC IN TRENCH greater rains pee any require pairs immediate) A¢ X LOT] / schematic/diagram and field adjusted,if necessary,for placement at low points.if lots are
WADDLE/SILT SOCKS2.Freshen stone when sediment accumulation exceeds 6lnches. Q Z - -�� _ / ��T� contiguous an
3.Keep mesh free of debris to provide adequate flow. Z / / s conti d have different land owners or builders,each lot should have individual Silt
SECTION VIEW 4.Remove sediment when half of stone outlet is covered. '( \v/�-./ / - - - Fences.
..\NC-Envir ail ul.xyey 5.Replace stone as needed to facilitate de-watering. \ - ' / -- J / / , CONSTRUCTION ENTRANCE ® 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict with
- a1"' \ OFF IS TE / J/ /� septic system.It is the responsibility of the builder to ensure the installation of sediment
L. -- J SILT FENCE OUTLET SEPTIC FOR ` , / - - - - - - / control measures does not impact the septic system and repair amok).
1G••rlgg, / 4.At least one Construction Entrance/Exit is to be installed per lot.
41111111110MOrfss
V/ / / / / 5.Waste bins and other areas dedicated for managing building material waste shall be at
41
_ T DAV GROUND COVER IN DITCH WHERE � / • • • • / leasthe feet away firm storm drain inlets or drainage ditches unless It can be shown that
/ / /
\ �� 3 DRIVEWAY PIPES HAVE BEEN INSTALLED 'r / / / �- - - - - - - / / co other alternative exists.If this separation cannot be achieved,these areas must be
'�+ N__ - -_ (TYPICAL.AV:LtOIb) / / Mfl� / / Detained behind Silt Fence.
CONSTRUCTION �/ r,,,e/ 6.Inlets downstream of disturbances should be protectetl;streets should be swept when
_ ONSTRTS ---',/, / / / g/ '^' / // sediment from the construction activity is present.
\` __ \ `O� S ACE / T,Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are
` SILT FENCE CONSTRU N •_'•'+' / / / provided on additional sheets.Erosion and sediment control details are not drawn to
dr REMAINDER OF '' ^I / ENTRANCE / / pi / / L scale.
__G- % /// DRIVEWAY y,/ TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES
a UNDISTURBED� \ ' SP.f/// PIPE IN DITCH / OV/ / /
_ a WATTLE ---- • 9/ / /e / / /// NOTE-DIVERSION DITCHES AND WATTLES WILL NOT BE UTILIZED IN ROADSIDE DITCHES
DATE PAGE: I' J l •
- go /
SIR S k/Wattle Silt Sock/et Wattle Votection i '0 �''-� o/ DATE: PAGE:
Rower__ a II. .III II '"I.. �c. � velocitiesequivalent
beasuestmee air L�� ROADSID- '� ROADSIDE // , / y�// //7/
'- I' -' toll.'ll, 3 r - 9sunfomiv nttn cempmt ` 1 CONSTRUCTIOR• DITCH -n�
2 2' 12• ' 2 x 2 gm legs do not deform. \ REINFORCED LIMITS , \CH / / s.
/, y // - - /- j/// / /
Stakes Stakes () a beinstalled pare e m ILT FENCE jJ{ y¢
�UZLET \ \ / • / / / //// / �Ii'
SECTION SECTION slope.rees Sig5adaw et�located°die° \ \ I �'. �i / / / - •i�
�olend ;%should e sin upslope \ / �// / // Oda / ihaeBeeaeamme,ha+- Pay.nt ran aeg amuna ma /
e' ataocmame(a - / ram,M ok m enaNan mweam maz 7 / ` / Jo��6 0kl1 sock/wmn�me. n / le
i� �/ / // Q FawDort M b or fore st Tgroundn4 Mn. eu0 ire of 8 feet Me silt sock/wattle is placed in a 4 h / / / / / // 1 // / \ •Y -K�.maximum interval of 4 feet or a maximum interval :`,,,___ _,,,,e'
To /2 he'96t o 09 s.UN / `•.via I:.,Ia�':
ISOMETRIC EwTAL INSTALLATION m_..m.a,.o. wMw�,w. sw.we to iiiry it in placeast g runoff a / �/ .1 ...--e-- �// . ..0)
114
� �I ��� // \.....\ / Mn = -V1
COMPOSTn.ROW RATES // /% / - �0 I
f `�P `Pmma d p en p, a2mo (,�p m)(:p m)(�m> 2 aba p ggad / / ii (sheet nowt' enTo mmeta F ro �/ / / I I I 1 C ear the entrance ale arse of all vegetetlon,roots,and otlier objectonable MlofP'rereNCG-Ot inspect at least once a weekand aflar each 1 inch or
worxae fSat[sock/rvLeieu%33) ('''raj(uarmjtoit«i 'iexS a // J \\ material and properlygrade i[. reaterrainfall;makeany required repairsimmediately.coot le fens m) (see m) (Soo m] �/ ' / 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2. aintain the gravel pad in a condition to prevent mud or sediment
in�ugnr au% (yen (. e(1. (81 e(,,* s a / / JIsmoothit. mleavingthewnsWctionsite.This mayrequireperiodic(t'i (tom (m (B]A measure has been permanently stabilized. / / \ 3.Provitledrainagetotartywatertoacetliment traporothersuitableoutlet. ptlressing with2inch stone.
larger eiememr ore emerent measure " -
a 4. Relnatallsasmagea oiaisloagea.
Sin aopwwama>anal)be ia.palaa emu laaa �1\
eiMumanca is«mpele ana the area�hovem �/ /
/m/m) /m/m) /m/m) /m/m) /m/m) 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION \ / J / ( subjectteseepageorhighwaerable. tracketlontopublicroadways.
/ / / / I / \ CONSTRUCTION ENTRANCE/EXIT
DATE: Wye FenceFilter Fabric PAGE:
areal Poat� e, BMax.Eare bNgmbbe k Ewefence , wire Fence Wire Rackflli ntrenan //� % / // - - / /
�I, Steel Post
thoroughly at / / 2____./ - ( > PAGE 1 of 2
r } - pe �/ //� / l I I f I TOTAL DISTURBED ACREAGE: 3.93 ACRES
Plastic or S ' aZ,. 1 / / / ) LOT EROSION CONTROL PLAN
Wye tea gad / / //// / \ / J / ) c
LOTS 2 & 18c-20
f , ,, :2 7:xtn rd %/ /G // // f / I � SCOTT HILL
j* ; // / � v RESERVE
Construction: Filter Fabric
1.construct me sediment barrier of nenmm a..ores...Oh synthetic nnerfabdps. CROSS SECTION VIEW FOR
2.Ensure that the may impound sediment fence ea�megren�,Highe,fenwa MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION SUPERIOR HOMES OF THE
lames orwam3.Con.ruct the!liter fabric from earrinaam m cause mil.a length w ore.rderto avoid joints.When joints are
securely re.n me Meer.only et t to
past wlm 4 feet minimum overlap to the next post,
strength nitertsedc byvdre mesh fastened sawrely to me upslopaadaofineposm.Extend General-All measures will be inspected and corrections made after runoff producing rainfalls, per wee any adversely y
a....re standard
a'paw won to me bottom of the trench.Fasten me cure reinforcement then fabric on me npsuPe 1 p p g rain s s,or at least once k minimum.The builder will insure that the construction activities on an particular lot do not adverse) affect an of the installed erosion control measures.If lot construction dictates,measures will be
side of Melon. a minimum SO at
once
reepairs im.alarey. 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.
SAN DRILLS, LLC
M1osePO rtfenceis need,spa.poets a maximum or a feet...Speeds should be driven 2.Should ttheefebr,c�of ellwwwenw„„collap,teen,decompose.
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
securelysten;fIie ..wipsrooPstseBSIngdo.notepulreaAremeshsupportfence.Securely objectionable materials spilled,washed,or tracked onto public roadways. QUEWHIFFLE TOWNSHIP HOKE COUNTY
a.Extra
me niter febrm directly to posts.wire orpesnc zip Iles should have a minimum or 50 pound tensile Morage volume r«that as
recce pressure adequate
Slit Fence-Sediment fences should be inspected at least once a week and after each rainfall event Anyrepairs should be made immediately. Damaged or decomposed fabric should be replacedpromptly. sediment deposits that build uagainst the fence should be removed and disposed ofproperlyto insure -
strengt. a fence.Take care mavoiduneermimiigme fence C.n9 py g p p Any g p SCALE:1"-100' SEPTEMBER 2024
3. m y riu,eevme and inches v e proposed fine ofine posts ana 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.Exwv orthe.irier o«i ail 4i mRernoveSodding-The sod should be pro perly 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
.Place Inches of a...allong 50 bottom and side of the trench. and Wing theaea m grade land stabillslzeln rthe contributing 100 0 50 100 200 400
8.Backfill Me trench with soil paced over me filermb.and compact.Thorough compaction of me 6admu is 4 drainage area has been properly snbmzea 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.
Owitical to silt
n M attach mbncmac 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 = MMI
Io. er
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.
'abn 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 )
..\NC-Envirq,men tol,Jyey� SILT FENCE sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. t inch = 100 ft.
JReinforced 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 gF-0106
LAST SAVED:9/11/2024 11:58 AM LAST PLOTTED:9/11/2024 1:33 PM PLOTTED B,Dennis Gilbert nanvvun:G:\STAFF\DENNIS\DENNIS WORK FILES\PROJECTS\EC NEW PROJECT\EC-EMPTY TOO-nCOn HILL\SCOTMILLEC-LOTS2&18A-20.DWG