NCC243250_Site Plan or Location Map_20241023

54.
`�o-^� wW '''' ' . - - CONSTRUCTION SCHEDULE DATE: PAGE:
Ire h / 2 Insm I permits end plan approvals.Erosion and Sediment Conhol(F&SC)permit and a Certificate of Coverage
® / -- I.Obtain all necessary
/ I (COC)must be obtained before any
ylfired disemrbing activities occur.A copy of the E&SC permit,the COC and a hard copy of the
plan be kept on site,preferably in rs box,and accessible dun Inspection�) a Puml
gravel ednstru siltfwe famed sihfenoa
e %� ct w ea .rein
tl<6 ena wenles
pp 3.FiniaM1 clearing and grabbing any necessary areas on the tins asNry are slants. p��
4.Begin lotgmding and excavation acdvitles ti u �� P
6' ¢9, S.Beg'or continue with house construction activitlea. tr 4 �/ x•
�F b ,,,AAA
�' �> 5'x 6.Finish all rough grading end horse comtuction.All areas not disturbed for)deys needsmhave temporary orpermenent
:� { QOP� / ground cover mstelled. ¶Nous¶ 3 CZ 4 �� �� HOUSE 'Hou a HOUSE i
]t qll do Ike open J HOUSE
bQ ¢� S' g.Begin fine grading of lot
a 9.F in g he d b g Il involve the installation of sod on the lot The'I f 11 ` J J -.a L�
1 '1 h I del d b'1'd d tees hold. �RAI "'JAY
L., U L,�I L. .� J �x �3J r
'� I / 10 TM1 c shall" d :inspectionsf h J W'emotion control measuresand comPleteN ful BC8 =RO r AY ROADWAY AY =Ft AY AY AY
/ b d If' p f d M1 DEMLR lose 1r9>2 • huts//www.deq nc gel abdur/div „ergsmineral d-I nd resoumes/smrmwater/smtmweter progreMnpdes co sore ion program. G L UR6 NLEf�EoceofcHHallotes:a Twelve months of complete inction forms shall be kept on site and available for inspection at all times.It is recommended a 1.Ifneeded.Tree Protection fencing shouts be installed along the buffer zone,wetland
copybe kept in epmmitsSce. f:OS.113A-54.1 thrmrgh G.S.113A-5]Sections lSA NCAC 04A 0101 tlumrgh IrA LEGEND boundary andlor around protected trees,providing a radius of at least 1.25 feet for each
NCAC 04E.0504 Genttm Pttmit NCG 0 0000 NPDES for ConeWctice Activities. inch of trunk diameter.
OFFS ITE 1.sdr-inscetucoe rot erosron ena sedimentation control measures are to be pert rmea at I<aei nn<e every ary<n naI<ndm days and 2.Insta1l 51II Fence on the law elevation sides of each tat.Install Silt Fence outlets shown on
y within 24 hours of every ram event of greater than l inch.Any needed repairs shallb<mad<immediatelytomammin meturesas N achemalicltlle efield edation ides of a for Iscement et low
72.!...tOADSEPTICFOR designed.AIIESC mesames aM1all bemmnmineJasspecifiedin the consmuction deurlson Nis plaraingauge sM1allbe rmMlledFLOW DIRELTIO ;8men 1 ry, p p0inte.If Iotaere R tvs �O"rxo 31 LOT 66 I12.In e p OJ ant: al esztonILI h rs.WhrnNe e:the M1ao,,n:aLtRtocloseouttheF&SCSILT FENCE Fanti�5ou5 antl have tl Ra antlantlowns aorbuiltlere.each lotshoultl haveintlivitlual 6itt_ qa ' pectian an ephnce project is comp petmitteeas SILT FENCE OUTLET la-/its plan.Atter OervlcR informs the of lose out,via inspection the shall visit CONSTRUCTION
INLET 3.septInstalic
required Silt Fence within l0 feet theof property line to ensure there is no conflict nt
/ / perminee o project c p report, permiaee ENTRANCE a tic system.It Is the responsibility of builder to ensure the installation of sediment
"deg.nheeN CG01"to submit an electronic Notice of termination(e-NOT).AS120 annual general permit fee will Sr charged s p y tons Ity
until the a-NOT has been filled out, ENE
m control measures does not impact the septic system and repair area(s).
Ili
OFFSITE 4.At leas[one Construction Entrance/Exit is to be installed per lot.
E6 / 5.Waste bins and other areas dedicated for managing building material waste shall beat
�� SEPTIC
least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that
i SITE \ / o no other alternative exists.If this separation cannot be achieved,these areas must be
S \ )r ae FOR LOT65 ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY contained behind Sik Fence.
- NCGS 113A-54.r IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR 6.Inlats downstream of disturbances should be pratectetl;streets should be swept when
�"w �e4 ♦ TS 1` COMPLETED AS AN EXCEL SPREADSHEET. is prase„t�•1 -Walt sediment from the construction activityt.
O V�a AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED „NC-Environmental.
0 5� \ jpeg T.Details for Silt Fence,Silt Fence Outlets,Construction Entrances end ether measures are
,s ,,I{, EROSION AND -- - - provided on addltlonal sheets.Erosion and sediment control details are notdrzwn to stale.
.CK 368 p`J7 SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A TYPICAL LOT LAYOUT WITH CURB AND GUTTER
a 7 / \ NCAC ING NDTIGSTATES THAT MEASURE
....DOCUMENTATION SHALL N ACCOMPLISHED BY
\ INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
OPEN APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
$a a EN MAIL 40 / °t SPACE DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, DATE: PAGE:
z PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
a es' I �p�, KIOSK 67 \ CONTROL PLAN."
_ CD I S ICE Fs\
�a
aSao D ax-txa o / 0
g VICINITY MAP' / </ 66 as / ,
N.T.S. / 42 65 . 30 Q��\`G�o / . �°O
LP j
DATE: PAGE: / ////// 64 � , nA mod';.
S' Sock/watt NgII�� 51 Sock/wattle NOTE: / ill.• / ep.,
FLOW-�� MI a II 31 Mall Area to. t" for / 4'f o�vry
Other materials providing equivalent protectIon ..,
x fora 1 Consimchan M t
.."4.,::::.71.71.71.71.7:41.7.1.:741.74.04.74.4,f....44.7.4.4t4-.:7:4.4:.s.:4.4::.4:4,_
Stokes Stakes a. MI parallel • '�l� 1.Clear the entrance antl axd area of all vegetal on roots antl other object enable 1.P NCGA1' p ct 1 k tlafter each tench or
nd a minimum of 10 feet beyond the toe of a
SECTION SECTIONgraope. ene('n located below CONSTRUCTION /• Yf1.10
I metanelendpropadygradal g trr fit k yrq' tl p' etl"ately-
gat areas should.lone.at 'he LIMITS / 2.Place the gravel to the apeuficgrede antltlmensona shown on the plans antl 2Mantainthe grovel patl ins Dndtonto preventmutl orsed maul
smoothland it. from leaving the construction site.This may require periodic
l0 �o .a°.should...maiM1slightly aoslope to \ // 45 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone.
°,V,a+ ,,,e nNelslm going around the end tee Lot PI rty / G 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or
silt I C1 subject to seepage or high water table. tracked onto public roadways.
ii! ul 4. Oak or other durable hardwood stakes with
inch x 2 inch cross sec.should
q) 4) vertically plumb,through the sock/wattle,Stakes should center be
aaeia2 3 CONSTRUCTION ENTRANCE/EXIT
maximum interval of 4 feet Wood Mulch or Com q naa Irvin. um onterval
of 5 fem if the slit s°cuwatlieiss Oa.m a 4 ram Lot Plan il,
UNTRENCHEDTo 1/2 AUATlheight of log st s. socks/wattles arethe event eg Is not...a en cavern.)Nhwvy
concrete blocks shall be used
hind
e silt
ISOMERIC VINST TON ENTRENCHED INSTALLATION.,.�c..aeare...m.v,.a.,m,mrem,.w�,vw�,ww,, sock/wattle to hold it in. MAINTENANCE:
an eecwwame ae easus�weekN wafteng runoff rs CONSTRUCTION ✓ 60\ SODDING
•
compost ma INnAL FLOW RATES as 1 Inch or greater raInfall.Remove LIMITS �f L.SOD INA STAGGERED
far Uneenmed socks P�xte Be d Dsawn Dmmeter �2mj (xo°,svnr)(4s0,°.n.)(-4)Mulch or Compost . s^Tsm 2. ink musts v n cloggeda �'e I
��
Shan Flews �Silfa3ock/max.n(Slow (tesFm) 750 Feet 3 ° 59 \ axOseaOrRIMMiNC PIECES
0
work .,./-waffle (sos m) (sfss m) ('edam) M��
Area Hysoam no. 1L3 13a 22.;ft nape / �_
...E;. m.wgn vote g(m/x 00 '(lean '(1 374 s. Ian tll masi ee&nMemea, lent
r a t
ir
et
n a mu
eismroancemnnm and ma aura aawetne �� uusapav rµnELFwio�`
./.1) I/m/m) re/re) 1/m/m) lime) me.....asbeenp°mm�n".lane. / 49 5\_ MAnaaop< aMameE
ks MAr<aEP eoRRrCrL..
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION ., ""
DATE: Wire Fence Filter Fabric PAGE: \ SD �§7 \ \\
8'Max.Standard Strength fabdc.h wire fence -
Steel Post aMax Emres g arc eutwreten .re Fence Wire Bd<kfll trench \ \ \ -- P :'.
one
OW Wt.MIE SOD IS
Steel Post _ thoroughly
Ups lope
\ } , wrHr rncr d s Fa
56 �»its�Mi all N
Plastic or
4 } I 21 I / xe aaL LYTa________„_WATER
«tastE>d i=1-7 '''
Were tees 1e4 hN I APPEARANCE OF GOOD SOD
aMln GROUND STABILIZATION � �j / (EN
(�}( + SITE AREA STABILIZATION F/ Mp^'^ :'u'°n„o-e.aM1 DESCRIPTION TIME FRAME EXCEPTIONS a°'" ifIII�1 7� �plll
11,
�` a4rocead / PERIMETER DIKES, 7 DAYS NONE 451311111110055 "g5 $PACEFlter Fabrc -- oceantril
canructthesedmen b rengthor rengthhs thetefi CROSS SEC ONVEWswALES DIES 10 201 e tame edirn naence exo-asi tergrouna &SLOPES �.,- - rssx°omce2 Ensure Nattln M1e 9M NNe sed'memrence odes notexceea 24'n sit ve Ne ground(H gherfenros / l -' wrxawa"o>ua>wm car
maympound voumes or water Saracen to cause faure or to mmeturel HIGH QUALITY 7 DAYS NONE o _ / \ // ,66c i1o' r°" r"3.costmct thenmrfablefrom a cdlnnuos rol o4 to thee --sare WATER ZONES �" 1necessary securely fasten Men.coth any at a supped po - fee '- the post4.Sapp sM as g by t Mamen.n " How) / 11
the wire mesh lope 1. nsped edl fe after each1
side come fens. strength. Olen or - immedmey. SLOPES STEEPER 7 DAYS IF SLOPES ARE V- s2 \ General Erosion Control Notes
5.when awre 2.shone tame a THAN 3,1 10'OR LESS IN o
secs strength the e r Idle. support
ntivepam>a decompose,te LENGTH AND ARE / Ow 1.Only the areas shown shall be dsturbed
or hero a
6 3.Removecc me eonaMe
mine„me nnenabtcemearfeposts.wmo,pasnc�pnes moue have n;dmummso pound tan:e .rage velum,t«me nemren.rw reduce pressure on me NOT STEEPER ac 2.All disturbed areas shall be grassed and
avant^. fence.Take care.avoid undermining Miring I \ qT0 mulched ass s possible dmaintained
7. don a an
Excavate the trench l l lnme>wlx ena e-npnes eeec,along me pmpo>ea One dime posts one Removea. THAN 2:1, 14 36a until pemanent cover's established.
u 500t from the - 4.Remove all fennr,g mmena> 'era deposits DAYS ARE ' q
e Place 12 inches - e am and side of the trench. and bring me area to grade. - - ecpmtbutng I ALLOWED �\\\ ��
9 nm�ro.�ianae performance.OVerme nnerfeetu and compact.Thorough unmpSt cr„line bitukfi a drainage area has properly arse-i>ed. SLOPES 3:1 OR 14 DAYS 7 DAYS FOR ('/ 12 sea \ Z
m,Do not attach near rabn<meele5eS exist.... FLATTER SLOPES GREATER ( I M \
THAN 50'IN (\I
tic-Envo-c rnmiml.jpey SILT FENCE LENGTH \ \
FFFFcrnFu F t �,,.�, ALL OTHER AREAS 14 DAYS NONE(EXCEPT
WITH SLOPES FOR PERIMETERS
FLATTER THAN 4:1 AND HOW ZONES) 14 115 I116
DATE: PAGE: 7 / \ ` \ \
FENCE /
PAGE 1 of 2
\
/ / \ / TOTAL DISTURBED ACREAGE: 0.92 ACRES
TOP OF SILT FENCE LEAST 1' / \ z / LOT EROSION CONTROL PLAN
ABOVBE
THETOP OF
HEW WASHED STONE / _ LOTS 2 & 3
STEEL FENCE POST
E 1 / �- WALTERS
HRDwAaE "TMN RONTwEwBURY WIRE FENCE,
FILTER FABRIC,
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION MEADOW
WASHED STONE _FILTER OF#57 a L CLOTH IN TRENCH FOR
3'FILTER FABRIC NOTES: INTO SOLID GROUND 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 I--I
� GROUND f.Hardware cloth andgreveI hoPART MuIdoverlaythesiltfenceOatleastl2E 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. D1-1 1, LLC
�aoroe'� inches. 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
o°° m 2.Stone owetsshould be placed on low elevation areas ofsntfence objectionable materials spilled,washed,Or tracked onto public roadways. QUEWHIFFLE TOWNSHIP HOKE COUNTY
and based on field conditions. Silt Fence-Sedimentfences 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 SCALE:1LL=100' SEPTEMBER 2024
MAINTENANCE: 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.
BURY WIRE FENCE AND g Rye.,,rppEg Eggg of f.Per re tCG-01,inspect oufiet at Complete any required a week and aim eachrely. ar Sodding The sod should bemaintained to insure that the take holds in the areas beingsecured.The sod should be watered as necessary to maintain adequate moisturethe root zone andprevent dormancyof the sod.The sod should not be mowed to close,since this could inhibit adequate growth
GRAPHIC SCALE
HARDWARE CLOTH FILTER FABRIC IN TRENCH greeter rainfall event Complete any repairs immediately. q- root properlyel. grassrecommendations
ry quite in quite gro 100 0 50 100 200 400
2.Freshen stone when sediment accumulation exceeds 6 inches. 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.
3.Keep mesh free of debris to provide adequate flow. 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 9 = MMI 11
SECTION VIEW 4.Remove sediment when half of stone outlet is covered. 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. 11
5.Replace stone as needed to facilitate de-watering.
..\NC-Envh entd.Jpeg 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 )
SILT FENCE OUTLET 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.
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 4F-0106
LAST SAVED:10/1/2024 7:50 AM LAST PLOTTED:10/2/2024 11:19 AM PLOTTED BY.Dennis Gilbert ncnvolo:G\CURRENT JOBS\H&H CONSTRUCTORS\23-1367-02 WALTERS MEADOW-EC\PLANS\WALTERSMEADOWEC-LOTS2&3"DWG