NCC233548_Site Plan or Location Map_20231201

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'SITE SWANNS p0 R p� / // �` / \ ( \ \ \ \ \ \ DOCHSIDE \ \\ PIPES FIA UB�EENGINSTALC-R-IN9ITEY'�VJHE� '7,7Tcxeo coweemty. -
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WAMIS STATION ROAD / 1 ^ \ ` CONSTRUCTION
PIPE IN DITCH
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SAEAS RpAO NIGH RS66 pNs 90�H Pe6 // / \\\1I \\ \ 1 N J\t 9 0 \\ \ .TO BE ISTURBE�i \♦,h\\\ \ ` ` APPEARANCE OF GOOD SODprp"
PO.a /// / \ \\ \ / \ \\ REINFORCED. /-:• -_• '5I:\ ♦ .........)
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/ ` \ OUTLET �ws.-u..o:aure're",,.:o
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o'er` VICINITY MAP //// / / \ \ \ �. \ a p,o
\ 1 "/ \ EXISTI \
(NOT TO SCALE) 7// / / �\ \ \ \ I \\\\\ \1'. ` \ \ // OVERHEAD \ \\ i. \ \ / �S'ona.aEw...m omsswm.u,
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General Erosion Control Notes / / \\\\\♦2 \„ PIPE IN ACH CONSTRUCTION SCHEDULE
1.Only the areas shown shall be disturbed. / \�' \ \\ v \ \\ \ � REMA A OF I. Obtain all necessary permits and plan approvals Erosion and Sediment Control
/ REMAINIR6 AREA OF / \ 11� DAY GR ND COVER IN DITC B&SC d a Certificate of must be obtained before an I d disturbing
2.All disturbed areas shall be grassed and mulched as soon as / n
I \ \ LO 5 CONSTRUCTON as:;>.``- ( )permit an y an g activities occur.
REMA ING AREA F \ LOT a 'IP SHAVE EN INSTALLED A copy of the F&SC pemril,the COC and a hard copy of the plan must be kept on site,preferably in a permits
possible and maintained until permanent cover is established. Ci
\ `I \ T E UNDISTU-- UNDISTURBED CE AL ALLL TS` I \ \ \ 1 ' LT3 \ /,3D-B� ,v`'-_ ( ) box,and accessible during,nspecnonI/ I 1 1TO ar`UNDI URGED\ \ \ / `""a\, 2. Install gravel construction entrances first,then siltfences,reinforced silt fence outlets and wattles.
\ ♦ \ 3. Finisb clearingand grubbing any necessary areas on the IOLs as they are sinned.
\ \ \ \ NSTRUCTION ♦♦ ♦ \ \ 4. BeginlotBinding endexcavationactivitiesPursuant to G.S.113A(3),provisions for permanent ground cover \ I I I / I I I I I I I I CONSTR TION ♦w � �O - \ \\\ �\\ s. Begin or continue with noose construction activities.
ONSTRUCTION 6. Finish all rough grading and house construction.
sufficient t0 restrain erosion must be accomplished for all .� I LIMITS ♦♦%6'"♦ MIT6 ♦ LT FENCE
P \ / Ft MAIyIN t�FAbF I I - _♦� V ,s�w�Y.,) \� \\ ]. Install driveways.walks and Pesos.
disturbed areas within 14 working days or 90 calendar days \\\`\ II d Lo z l I S cEINF•-CED � \♦ • ♦ �� lDt \\ \ e. Begin fine log.iid hrrt mess
(whichever is shorter)following completion of construction. \ \ I I I /I I /// T BE N S R E I T F CE / \ Y' ♦3'SILT F ♦ \ 9. Final grassing,mulching and ace stabilizing e I lot Inmost cases this will involve and
lases hold.of sod on die lot.
1\\\ I I1 EXIDTIN J 1 / / I I I I I aII wCE ♦N♦♦ t'f S STIEG \\\\ Thesrltf call remvnrnp ace until he lot is soddedot grassingrss stabilized drakes hold
\ \ / I q / •\_\jTyp ♦ ��, A / ♦<t, \ O HEAD \ �\ \ 10 The contractor snarl conduct self f-rip pas of the erosmn anf r ddmentahon control measures and complete ip
m OVERHED IyI R()/ Y ♦ �. 'Y ♦A ♦�:4 POWERa ENE \ follow,vg combined self mspecnon form found on Ne DEMLR websrte
POWER L111NE 4 / N6T CT ON ! 1 'A ! ♦\• ��LE 1♦ �y WAv E (TYP.) �v\ \ https//www tleq nc.gov/about/dvsons/energymneral antl lantl resources/stormwater/stormwater program
DATE: Wt.Fenre Filter Fabric PAGE: TYP. 'EMAINL TARFA OF ITS A LE �.. CONST U ♦♦ � INFORCED ` \ \`o /npdes construct on program Twelve racoons ofcomPle[e inspection forms shall be kept on site and available I
a Max.srendara sib 1 1 ' I I / . ��I - \` �4. F CE "♦ ♦\`f..e SIO FEET\ ATTLE� e 1 \ 113AS'/c5ecttonallSANCAC04p O101 wine. cooSANCAC04E.0504sGenxeral Permit NCG 0100011NPDESS.rk wMln wlrefence 1
Plastic re TO BE UN ISTURBED CON UCTIO \ DRIVEWAY et_It nlMgfabrcwimou,Mreten Wire Fence Wlre 6ackfll trench I I I I I I I I SIL1ii F��JJC I 2 WATTS R•ILT FEN
ED\ m' ♦ - fur Conshuchon Aebvthes
��% 6Max Extras one Compact I CO STRUCTION IrvH.) ATT v y, -I.T FEN• EUTgDR E \� ♦4V PIPEINDITCH , x+;• "" 11. Self ins f and control measures me to beperformedot least once every seven
thoroughly
1 I LIMITS _ II �' UTLET \DRIVE ♦ WATT ♦ - Pe an
Steel Post I I I mI I \ ♦-1 . . . . \ ♦♦♦ ♦ ♦O- ♦ 'f EINF CED '1 , m calendmdy d '� 24 hour�ofevery rain event of greater than1inch Myneeded repaus shall be
ups ope I f\ 2 ' y60 _ PI IN DITCH ♦- made im ed' I as Best ed.All ESC measures shall be mmntatved as fled in
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1T LT F CE ATTLE y e gn pain
k ♦ 1 WA E CONSTRU ION UTLE '� ar' -mil ' the construction details on this plan A rain gauge shall be installed at the project site for monitoring.
.UW. I I 11 I 1 Z SIL FENCE DR T 1 RE ORC \ ENTR �„ �� �� (( 12 Inspection and final acceptance letters When the project is complete,the permmees shall comact DEMLR to
Plw re ut or - 4ke° I roI I CO TRUC ION 1 P W TTL � "� petmitteeo project p report,
q ( ) PIPEINDITCH ILTF CE DRIVEW ,] -•� a 4 closeout the E&SC Plan After DEMLR informs the of lose out,via inspection waisil
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es LIMITS - J
[�C r I I f
n 'y CRUGllOti ITC� ram- -'gym- • >P \ I III 1 III tM1e permittee shall visa"deq tic govMCG01"to submit an electronic Notice of termination(e NO'1)A$100
1 1X� X 1�\/ J I R INFORC D , ANC-- �ATTL� j 4 ♦ 1 t(}[} k*it \ general p raft fee will be charged until NOTh b filled out.
j4 G,A ri n n ri n n along meo-erwn I J/ / i EXISTING 51 TFENC 'f . _ _ :^ ..' S SLeCLL1OTI /� • 1_1 -= v ROU`.COVER ITCH ERE/ 4'rorwem OVERHEADO TLET WATR� . s dd REINFORCESHAVEB NINSTALLIII III
I �"�� 4 ,don _ SILT FENCE LALLL S)
/ POWER LINE �..r
ROADS!. +�._ --- OUTLET I
(TYP.) :�wir/� �" -- aA $ 1 III II A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
Construction:
Construct the earlier strength strength c / /// DITCH - __ -- --- ^°w '+ I . I 1 ebr GRO IN NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR
t yrmsetm finer ramlca. s� __ - TD HAVE
NDCOVERLDITCH, __
s above ground.(rviglrerrenus CROSS SECTION VIEW y ' m _ - ` PIP HAVE EEN INSTALL I I I COMPLETED AS AN EXCEL SPREADSHEET.
z.Ensure that the Height of the sediment rents saes no,e.ceea z4lnclre / (TY CAL ALL TS) AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
may impound meamwater sufficient to cause failure or Me structure) / I III / EROSION AND
9.Construct the oreyres,ener fahric rome continuous
srroollnly alwpponn length
h of hthe
feet tminonum avoid
djoints.
venap to aints are MporL -------
;gm ,,P/ SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A
necessary 4.Support standard fabric by were mesh fasten.securely to me upslope side of the poste.Extend hence, a�� J>P ,fM1 YGROUND CO.-111 I�TCHWHERE / / / / I /I / NCAC 04B.0131 STATES THAT"...DOCUMENTATION SHALL BE ACCOMPLISHED BY
upelope i sediment fences oneeaweek and aver each _ � HAVE SBEBEE -'ALLED / ` .� I INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
reStrength.
a see _ ] GROUNDCOVERIN DITCHJA9'7ERE/ (TYPICAL ACLLOTS) / \ / % / APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
B.M. suSeeap ties
ceepostssama,o'mthe wire mesh support to the bottoill Of the trench.Fasten �..3 feet apart suappnn.anoNm be enemn collapse,tear.tie p • _` / //^\\ 4 /
315��Di gD`Inc _ PTPPIC�VEGEN INSTAL / \ / /O DSIDE Ill/ DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
6.Extra sseareltrength n�gm finerredncround awms Cr minimpot poet spm of 24 inches.
ln0 saes not requlreawre mean aupponrenre.severely s.Remove thereater
inerta..replace delposlm as Make any required
to provide adequate // TtH - ( Lose,- / / ,,p� *SIDE
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
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wen the fir fabac directly posts.w p eSr should have a minimum of po dtensile d storage volume.the next aeamma Take 1Bmawm underminingi fence ti on e e I I N / // / _/ / ",a .? III�_� I N CONTROL PLAN.
7.Excavate.trench approximately nmeawde and a�nenea deep e p p eI�_nf posts an inmate andalramblceealmeln aapoaM / \ �� / / r I \ •
/ III 1
e from the barrier.
9. brit and compact.Thorough mmpeN oof the backfilrel la drainagered has be properly bilized Ne...ins \ \ / / / //
upslo
verthefilterfaottom a. J l - I \ / .
f0.CrW8. epi to sill..pe 12 inches of r along.formance.9 s. // / \ .t \\ I I / V / The rNur.w od
Da�anaen finer fabric \ / 2 1 /
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NC-En ental se'rn / .m..
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SILT FENCE / o,T,m /1/7
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DATE: sin sock/wotue sit Sock./w PAGE (/ \ / ` I / / / / / I . aNA
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u.:wexrarr....,wraner.
n' -II-11F a Silt lee m c
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/// II ..-nix'.2 2 tops eo ratCF-tI IIStpkaa - Brakes I�,anoa ens e2. Fill silt sock/wattle netting uniformly�;reWW \ \ I ��'� L / //�/ / /�/ I n.�o_a.�.„�e.BEGDON mW„bropndm.,p.pfaI w m...l.w_ .////
aEGTIaN paaaB �'"eaaap e J
should be the sin L // / i �� / // - / / II 1
a res). around sand e I I �/%� / ` 11 I y
1) kl) in.x 2 inch cross section should be di..
...III,Plumb,through thecenter of Me sin
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7 ) 11 1 IL xid m„„u.
Wood Much or Com at ground max..interval of 4 Net or a maximum interval / ///
Trench n of 8 feet if the Mit sod...is placed in a 4 in.4"Min. 1 / I \ / ` � I I l I ;� III-_
Ho 1 INSTALLATION of log 6 lie.when
uNmENc EO TAL v s, e pavement) enema. / )i) I II If 1 ll I ,l-�
ISOMETRIC ...ins mum.nine storm,.s.om s�..,°as me p g x I ((((((//(((7p
I I I / / Il,l till�f�l ll�l �:� ILI 8t'-12.
MAINTENANCE:E. / / II_II�If II - ;II.COMPOST NmAL FLgW R Ea I �'� �, / I I 1
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,or Un,renMm Socks re e0C,,Dwmtr etlam'Srsm"rm)(Aw"nm)(am rim) 12:ir 2 atlle must P cee if clgyed or I ( (/(/(
I / / ` \ ��j/ /
Snell Flpw� silt Sock/MLe amm(¢x)e (Ma a) (RRarm) sps m 0... Sap m 3. If ponding becomes excessive.the silt
a I (/// `` f `\\\ . IIII( // n
w rk Are WattleI F.n ( rc' replaced inch I 1 I \\ \ // P III
Thy.. aa,. gT L. g, g,a gg, e 6 ���; d. :,� I I Al ` \\ yA - v II I III
,;;tit (;R („f' p�f' 4 dkcep'�om�be.dt area
/m/m) /m/m) /m/m) I/m/m) IAm/a)
SILT SOCK/WATTLE FOR PERIMETER AND OeINLET ePROTECTION I ` \\ \ \\\ \\ \ ) \\ \ \\ \ \\\`\\\ \ I J III
1 I \ \ I\ \ \\ \ \ \ \� I �� / ( \ , A\ ,\\�\\\\ i \----) ,_ 7 / Ill' Ill
DATE: PAGE: DATE: PAGE: DATE: PAGE: GROUND STABILIZATION
/ 4•MIN. - FENCE SITE AREA STABILIZATION EXCEPTIONS
- DESCRIPTION TIME FRAME PAGE 1 of 2
IM M
r _ _ {r PERIMETER DIKES, 7 DAYS NONE
"I--BM �1 r� �o un / {' III III I I I I I I W ', SWALES, DITCHES TOTAL DISTURBED ACREAGE: 4.96 ACRES
ll se/ �� r. HIGHSLOPES CUALITY DAYS NONE EROSION CONTROL PLAN FOR LOTS
tali X O HasE Gd 4= nouSS HOUSE O c c r sic sa WATER ZONES
YI�Y 1 oe� / r1. . MM. HOW) 1 N
_q - L� .�q L- AT
P J J y L� J QArirtiorivi v41'wr STEEL T.WASHED sr SLOPES STEEPER 7 DAYS IF SLOPES ARE
IRRA.”Al E�EOFROA. AY r �O !-RD RO Hppr A. _Hpra A �'Ab HARDWARE FRONT THAN 3, D' OR LESS IN PERKINS NORTH
T Y � Y Y Y Y Y Y Y Y
/egligli'", 1"1"1"liglig`♦1"1"I► LENGTH AND ARE
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Notes 1 �' -11..� ♦ I 1�'�Y \ NOT STEEPER F
INLET 1 If needed Tree Protection fencing should be installed along the buffer zone wetland t..- 4 "i �V \ THAN 2:1, 14
boundary and/or around protected trees providing a radius of at least 1.25 feat for each =f j cVCVcc "k DAYS ARE
LEGEND nchof trunk tlameter / antra �, ��: y WASHED STONE _ W � CLOTHNTRENCH ALLOWED DREAM FINDERS HOMES, LLC
2 Install Silt Fence an the low elevation sides of each lot Install Silt Fence outlets h n �' yti -fir
DIRECTION 8ChemaficJd'agram and field adjusted if necessary,for placement at low points.If lots e Y���i r 44- LTER FABRIC INTO SOLID caouN SLOPES 3:1 OR 14 DAYS 7 DAYS FOR
FILTER
LTER OF
contiguous and have tl different land owners or builders earth lot should have indvtlual St / _ 'e' P�'�� caouNo NOTES' FLATTER SLOPES GREATER
FLOW SILT aT STEEL GREENWOOD TOWNSHIP LEE COUNTY,N.C.ENCE -`-•- Fences. " -ifi; 1.Hardware cloth and gravel should overlay the silt fence at least 12 THAN 50'IN
SILT FENCE OUTLET ® 3.Install required Silt Fence within 10 feet of property line to ensure there isno conflict with "-\ b Inches. LENGTH SCALE 1"=100' OCTOBER 2023
ou5TR0eTIION ENTRANCENEE septic system.It is the responsibility of the builder to ensure the installation of sediment Construction: Maintenance: 2.Stone outlets should be placetl on low elevatlon areas of silt fence ALL OTHER AREAS 14 DAYS NONE EXCEPT
CURB INLET I� control measures does not impact the septic beirsi and repair area(s). 1.Clear the entrance and exit area of all vegetaton,roots,and oherobjectionable 1.Per grefer-0l inspect at least once a week and after each 1 inch or and based on field conditions. ( GRAPHIC SCALE
4.At least one Construction Entrance/Exit is to be installed per lot. material and properly grade it. greater rainfall:make any required repairs immediately. \ MAINTENANCE: WITH SLOPES FOR PERIMETERS
'vial
5.Waste bins and other areas dedicated for managing building material waste shall be at 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment D r 1.Per NOG-01,inspect outlet at lest once a week and after each l inch or FLATTER THAN 4:1 AND HOW ZONES) 100 0 50 100 200 4eD
least 50 feat away from storm drain inlets or drainage ditches unless it can be shown that smooth it. from leaving the construction site.This may require periodic HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immediately. II 11
o other alternative exists.If this separation cannot be achieved,these areas must be 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone. 2.Freshen Hone when sediment accumulation exceeds 6 inches.
contained behind Silt Fence. 4.Use geotextile fabrics In order to Improve stability of the foundation In locations 3.Immediately remove all objectionable materials spilled,washed or 3.Keep mean free of debris to provide adequate now. ENGINEERS ( IN FEET)
6.Inlets downstream of disturbances should be protected:streets should be swept when subject to seepage or high water table. tracked onto public roadways. SECTION VIEW 4.Remove sediment when hall of stone outlet Is covered.
sediment from the construction ectMly is present. 5.Replace atone as needed to fadlitate de-watering. PLANNERS 1 inch= 100 ft.
..\NC-Environmental.jpeg ].Details for Sill Fence,Silt Fence Outlets,Construction Entrances and other measures are ..\NC-Envirq.menlal.jpeg
provided on additional sheets.Erosion and sediment control detafls are not drawn toscale. CONSTRUCTION ENTRANCE/EXIT I SILT FENCE OUTLET SURVEYORS MOORMAN,KIZER&REITZEL,INC. 1156ROADFOOTAVE. FAVETTEVILLE,N.C.
----------------- TYPICAL LOT LAYOUT WITH CURB AND GUTTER MOORMAN, KIZER & REITZEL, INC. PHONE[phone] FAX[phone] LICENSES F-0106
LAST SAVED:10/OS/2023 9:23 AM LAST PLOTTED:10/23/2023 10.47 AM PLOTTED BY:Dennis Gilbert FILENAME:G:\CURRENT JOBS\H ao H CONSTRUCTORS\23-136]-O6 PERKINS NORTH-EC\PLANS\PERKINS NORTH EC-LOTS I-6.DWG