NCC243316_Site Plan or Location Map_20241113

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DATE: PAGE:
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R R ll ll HousE HOUSEHOUSEHou I �I I � I I �� 1 1CZ 1 I 1
SITE r NW / re J -� � �/ / I 691 -- � s RDAr u RaA. AY _Ra AY
I I --2, 20� a \ mow � I �.i 1 l di k.� L, ' I:.J L 3 1 ��_ L
ORq "EASMEN' ��)) Ili L�HO,IDNAY ROADWAY �IAY -rr AT
a 5 PELICAN PROPERTY , I 73 1 j rl/ 36� 1NAI / I Wi , a L LOURS rA�eocor cuaer Ay Notes:
/ HOLDINGS LLC 371 1 . / t N \ BIrvLeT
/// 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland
3E ( / -DB 982 PG 496 /_ fiI / 1 O I 2D5 I Ztce+s LEGEND boundary and/or around protected trees,providing a radius of al least 1.25 feet for each
. ,2 -�� ( I I l}: // Ira \ W \ inch of trunk diameter.on th
_ _45 CED A A \pi \ OD \ 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on
4. :7/
UTL - - - I ' / \ / I O� \ N schematic/diagram and field adjusted.if necessary,for placement at low points.If lots are
J / � ��' �^ � I // /, � 1�1a ••- \ FenceSILT FENCE OUTLET . sus and have tl Rerent lantl owners or bu Itlars each lot shoultl have ntl victual S It
/iTU // \ ervTRAry Oa 3lnsallrequredSk h ewthnlOtef h b Ile ylne censure here snow flctw h
SILT FENCE
\aw / \ tea\ septic system.It iE F responsibility of iha builder to ensure the lnstallatlon of sediment
SMUSN BESEWREO WIT(APPROLE DMATTING.N _ /• 4"\ A / 7,,
_' I ` �r�',U \ \ \ CURB INLET control measures does not impact the septic system and repair weals).
08UeBTITUTEB!SEE DE GE 2 �`'r \ 374 I 1 a 1 `� 4.At least one Construction Entrance/Exit is W be installed per lot.
/ • / 1 3 LVIas RIjICr ON I 65 � 5 Wastebnsantl other areas dedicatedfor managing building material waste shall be at
�� ��I/�� M 5/ �� � �/� 1 1 � least 50 feet away from storm drain raters or drainagedtches unless,can be shown that
° � E:T.f" t Ff EHLT I I \ no other altemat ve exists.If this separation cannot be achieved,these areas must be
_� cE contained behind SOIL Fence.
_ �•,q� v4 \-� 1 1I 4 I \ ` 6. t downstream f disturbances should b protected',streets should be swept when
V 1 •
_ / IY \ I207\ d' tf the Cnstucton actvry'p t.
// CON SSTTH ucnoN I 364-
�co`y` o� // � CTION����`\ �.f GE ,- J/42 I I \ ..\NC Env ronmental.jpeg y.°t 1 r sit Fence Sk Hance Oran 1 c - ennancea ana otM1er measures are
s=Opp1Aw �O3 ONSTRU�P`\W p�`+ �1 \ �- ._Fir-CTv�g-re Prov dad on addto TYPICAL LOT LAYOUT WITH CURB AND GUTTERcon to scalem2' - - - - // / iLIMns Fa 3 a.. ���g L., I
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/1 `1L'1' i \ eels merit control details are not drawn cp _ - ' // �� O +.," (\/54 63�I \\ DATE: PAGE:
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DATE: PAGE: 1 AN OP\- \ \\.. I \ 2 (� Y \8 I - '
Sock/Wattle 5't Sock/w HOLD( S LLC 1it____- 21 fn Canatruclon. Maintenance,
FLOw_� I S _t Jl ._. f be substituted for 08 PG 496 \? \ 3,10 - 9 Ilia: �8 / 1.Clear the entrance and ex t area of all vegetation,roots and other objectionable 1 Per NCG 01 inspect t least a week tl Star each l inch or
ON
M-,- e ° 9 •\\\ meter al antl propedy gratle 4. teatrainfall,make any requiredrepairs immediately.
jl g�,lt Fs t 1•. .. ,.,/ MUM cri 0,8 2.Place the gravel to the specific grade and dimensions shown on the plans and 2 Maintain the gravel e a- q ed top t mud ed merit
12. 11 stakes 12 11 Stokes - - Provide
mooed t our leaving the construction T This y require periodic
y
1 1 LA DS\ - 9"' r \ cp: I _ 3.Prov de drainage to tarty water to a sediment trap or other suitable outlet topdress rag with 2 inchstone.
and a minimum of lo meth,.the toe of a1 Q� eo ,� I - )� MI -N 4.Use geotext le fabrics in artier to improve stability of the foundation in locations 3lmmed'ately remove all objectionable materials splletl washed or
SECTION SECTION atdeln'octitedwno - - - - "'� m/ !!!
Op S1__ �- I, 64y .e,. .:.i /
/wk0 U'm I subject Page or g pu roadways.
°`E-/p� \ 3 5 / M Q b m to s high water table tracked onto bl c
sock/w
as)should be wined the end
to \ �, \ ,•Y / O I
° Ma* <° b slit_runoff from9 mop. sea a 1 / _ �'� \� I I 3gs //I / j �� CONSTRUCTION ENTRANCE/EXIT
II� 189
W Wsoc inch x 2 should - - - - - - - \) /°� 1 1 I 1 / o
vertically n,awattle.Stakes should eowaae of a 1/ .�\ I /� /�/ Plill / --- 7.---- \m
m Arm.interval of 4feet or a das feet il the a waave:a a°4lmh ?4'i
TO / �\- I I I I I �s71 /rval
az1 / 5a / / �q SODDING
To 1/2 heighht of mg s g ntl 4 Mm. trenchs. bied on fIe.when / ` •42UNT �3 qRENaHED BA TIDry ENTRENCHED INSTALLATION._....a.00pom,,..,ww.mmo,, wwaftwox m a n 'mnaR / I / /) m I { I3 / l = ' 1so ya
ISOMETRIC VIEW t en p during. Inspect silt socldwable at least weeldy end air / / ) 1 J I 1 I I NI 398 I;;y ^ i 4 1 Y I / ��
/ I 'y1 ion 'I 353
1 1 TOOL FOR TUCKING Dom-rXE
CONSTRUCTION SCHEDULE
mulch Or Comp. Ixmu rtow RATES as - -WETLAN /each 1 inch or greater rainfall.Remove / // / / I 1 I II I 1 \ 191 axoseaOTSIMNINC FIscss.
for Dno-.rwnae socM 2 need.to allow for adequate flow.. ante urns,be re ranee n or • • / / J I I 399 I I 11I\I/ 1 41 S \ I.amain all necessary and Plan approvals.Erosion and Sediment conrcol(Eese)P= and a Certificate or Coverage
M �
Proddd azri pram ,ce,rE (1,=,4 m)(5ao.m) our) bur p raga - - - / / / YI I I I \ \ \ (COQmust be obtained before any land disturbing activities occur.A copy of the MSC permit,the CAC and a hard copy of the
Sheet Fin„ n a n / / / / I I I I 35>\ plan must be kept on site,preferably in a Permits box,and accessible during inspection. MAI aA
woaar f Wilt Sock/Mvisu(Czs1 lee 1 (3Fmj s j
/ / WETLANDS I' / I \ \ 2.Install I Brat, MATCHED 600 Cyr.M.
*' / grave construction eno-annea men sib fences,reinforced eat fence
/ / \ outlets and wattles. mini
gale (ass ) (Brae ) (Isoo raj �petice replaced / J I `I 3.Finish clewing d grubbing any necessary the lots as d
ihwro 9n rzaie /' II. I.. zz. w. s 0. O Em PA Yp' (/ (/ I�r ,}qL ,ILr� 8 Sm dry they are started. coRAEur
ram/x m;x m/x mix 5 an awe /D /�,J// I - I \ C0111 Pry Art I \ \ 4o \ I \ • 4Begin lot grading d excavation activities
TI (1 ( (m d ri b t tee zee '\ \ S Begin M house
//m) //m) /m/m) /m/m) //m) m ea...perm hen ya ]� L 1 1 �I nal192 N - 6. sh Il h d' d h activities.
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION �� %-- 1 "d g temporary
V_ I 11 g disturbed for J days needs m have
MI
I�O' j- �1 /A \ \ \ \ I I \II1 \4�1 ki \ \ `- B.Bgn fine d nradng of lot areasatar rmanent(/ /// ��� \ \ \ \ \ 0)O9.F alg s&.mulching and stab'1 g fl 1 M1' ill- olve the instslla[ion of sod on tM1e lot The aiIre
ce willDATE: PAGE: - \� \ \ I I n place until the lot is sodded bled d k hold. P- 4MIN. ID Iatii.. +WY'ii if, l"IIII -'---__[,'_ - i,l'11 \ 2\ . ELYEn
uh;L r _, \ 1 \ \ I I \ wlTx Txe dolt AS Wn_ >a,xeaoo rs xrax laESTABL at_ earovrea
\\ I I\ 7\ , O copy he kept' Perin b Ree G.S.113A 54.1 thro,r8hGS 113A 5J Secnona lSA NCAC 04A.OIO�mrou8h 15A IMMEDIATELYTER-Fa
' 'MN-
NCAC 04E 0504G GeneralPermit NCG 010000 NPDES for Construction Activities.
GROUND STABILIZATION
�� \1 \ 4 \I \ I e �- t Selrinspee e d sedimentation control measures are to performed 1 every calendar and APPEARANCE OF GOOD SOD
`\ 8 Q'` within 24 h f f man inch.Any needed shall be deimmediately
_ \ designed.All ESC M1II be d specified in the conswndetatls an this pint Arain gauge shall be Mtge. pi'
SITE AREA STABILIZATION - - - - asures as
\ wq - V , I a'C! 194 �_ atria projectfor monitoring, II I IININI I,
EXCEPTIONS - - QPEN$PACE CM• IN
U' 12 lnryec0on and foal ecceptenceletters.VJhen me projectis complete,Me,minces shall contact DEMLR to close out me E&SC (I '�pryIn�1I IIIIp�nnIIII��II
DESCRIPTION TIME FRAME \ Common area \ g l i4 \,C_Ja\ Plan.After DEMLR informs the pemrittee oftheproject close out,vm inspection report.the pemnnee shall visit II'l1t 1111 'I�I YlflxpOn. zs
PERIMETER DIKES. 7 DAYS NONE •+� - - - - - - \ allan . `- •..thee-NOcormsubmd au deanonm Nmmeonem,rrmhan(e-Nary Aal2o am,ual8eneml pemrarewdmeanmgea ooaroSTEEL FENCE Pa - SWALES,DITCHES \ - -, -\- t� �5 _ panturge Nor nos been Rgd ant, mow. ,a,.,„T&SLOPES ACE �- - -�- )- - N� 1 ` \_ '" n.uaaanmM.THARDW WIREFENT FROM VIEW HIGH QUALITY 7 DAYS NONE Trea � 1 m 9 \"II. \ ` A SELF-INSPECTION REPORT FOR LAND DISTURBING ACPVITY AS REPAIRED BY
WATER ZONES • \ NCGS 113A-54.11IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR
BURY WIRE FENCE. \ \ Ianiii \ \ \5 \ COMPLETED AS AN EXCEL SPREADSHEET.
FILTER (HOW) /- - - - - - - - 4r \ \\ I \- AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
\ 1 \ \ EROSION AND -.� r .,m"ns.«m"waomaartw,oss
fail
SLOPES STEEPER 7 DAYS IF SLOPES ARE - \ \ \ I I\ SEGMENTATION CONTROL PLAN THAT I KEPT ON THE PROJECT SITE.RULE t5A GeneralErosion Control Notes
WASHED STONE FILTER OF 257 STEEL FENCEy CLOTH IN TRENCH THAN 3:1 10'OR LESS IN \ \ \ I I NCAC 048.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY
3'FILTER FABRIC NOTES: yNTO SOLID GROUN AND HARDWARE LENGTH AND ARE - I \ \ \ I \I ` \ 1,Only the areas shown shall be disturbed.
-
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE 2.All disturbed areasshall be grossed and
1.Hardware cloth and gravel should overlay the silt fence at least 12 NOT STEEPER '06 \ VI\ I \ 345 �/ APPROVED EROSION AND SEDIMENTATIONINSPECTION CONTROL PLAN OR BY COMPLETING,
a GROUND
inches. - - - - - - I - -,- ( r \ DATING AND SIGNING AN REPORT THAT LISTS EACH MEASURE, mulched ass as over Pl ssible d maintained
THAN 2:1, 14 A I 196\ until t c s established,
2.Stone outlets should be placed on law elevation areas of silt fence - 1 /}� PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION pemanen
and based on field conditions. DAYS ARE -g- 1 / - \ - ` -. \/ CONTROL PLAN.'\\\ MAINTENANCE. ALLOWED - - - - - - p . / \
E RV op 1.Per NCG-01,inspect outlet at lest once a week and after each l inch or SLOPES 3:1 OR 14 DAYS 7 DAYS FOR \ I 40 / _
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immediately. FLATTER SLOPES GREATER ( I\ ( 7 T �/� n�T�y� THIS PROJECT HAS SLOPES
---
BURYw FENCE AND 2.Freshen stone when sediment accumulation exceeds 6inches. THAN 50'IN WETLA � / I\ - AR1�o 1. JL"FFERSO 'RE y U->\
3,Keep mesh free of debris to provide outlet is
LENGTH \ \ �p \ / /,. / THAT ARE 8%OR GREATER
SECTION VIEW 4.Remove sediment when half of stone outlet is covered. -----_
5.Replace stone as needed to facilitate de-watering. ALL OTHER AREAS 14 DAYS NONE(EXCEPT $ \� \ / / 08 \I - -� STEEP SLOPES EXPOSED DURING
"\Nc-Enmr rannJr.'.ey WITH SLOPES FOR PERIMETERS _ _ oo- �' -'7Zuv I
SILT FENCE OUTLET FLATTER THAN a:l AND How ZONES) \1 ( \ % / all j 7 - - CONSTRUCTION MUST BE MATTED
DATE: �I more FenceFilter Fabric PAGE: -I \ (/ 1 I \ \ _
/ so-so to rabda wltn wl� a,; \ _
areal Poac�� .Max.Eatre oerreNiabaawm,om wiere\molt.Fence PI more mo thoroughly trench
1 \ \ \•\410\I I _ MxiC r- - �_ \\ PAGE 1 of 2
C\ Eri�._PAC _
Steel Post an / OPEN SP E - - / \ I
s Nv CGmm°n?FFea \ / g `� _ : ZwE•a _ _ TOTAL DISTURBED ACREAGE: 0.62 ACRES
P fe.etes . �,aZ,. / i �./ \\ /y m`\ \ r� �/ LOT EROSION CONTROL PLAN
+I f ��\ _„ �; ��� LOTS 375, 378 & 379
a;In
f /x K sem9 tr.nnh i _ - - BEDFORD PHASE 5
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION
Peter Fabric 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,
avenged or strength slterfabncs. CROSS SECTION VIEW measures will be 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 FOR
1. sediment Jae r ofsedimtandardtren extra the ground(nrghe fences ground stabilizing cover.
2.Ensure may ndwlumesofater=l ci`toraux,eiree°93 cture) BENJAMIN STOUT REAL ESTATE
3.Construct.°filter fabdc from a continuous roll aut to the length of the barrier to avoid joints.when farms are Gravel Construction Entrance-The gravel pad should re condition to prevent mud o sediment from leaving the construction site. This may require periodic toptlressing with 2-inch stone. After each rainfall,inspect any structure used to trap sediment and clean it out a necessary. Immediately
necessary,securely fasten the filter cloth only at a support post all objectionable materials spilled.washetl,orn tracked oonto public roadways.Any sediment deposits that build up against the fence should be removed and disposed M 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 Me
4.Support.ndard strength filter fabric by wire mesh fastened a„oMeupslopesdeof,n en rehdc the next fence during cleanout operations SERVICES, INC.
the sic ore the fence mesh support
ost Wire Of pttomia Yzlthtie and have as trench.Fasten he wire minlmmhp50 you ltensile strength.aupsbpe
emey. Sill Fence-Sediment fences should be inspected s least o hell and afterAd each rainfall event. Any repairs should f made immediately. Damaged s.decomposed fabric should be replaced promptly. Any sediment tt deposits that build up against the fence should be removed and disposed of properly to
S.When a wire mesh support fence is used,spaoe posts am mom B re Supports should driven e, and immediately.
insure that me removed sediment dada not woad back against the fence. Adequate storage volume should be provided far behind me fence at tan times. Take care to not undermine me fence oaring alaanapt operations. MCLAUCHLIN TOWNSHIP HOKE COUNTY
securely into 6.Extra strenlM the
t 3.Remove sediment ground a minimum of 24 inches. or become e deposits as niece Itecessary to Provide.equate
fasten Me rtabdc al rite.Wh u s should have a minimum ofm and tensile Sodding-The sod should be propedy maintained to in a that the grass take holds in the a s being se pied. The sod should be watered a sary 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
a wit
sPawias'czlpo require pound gthe pressure a growth and stabilize ion of the root bed. The soda should be limed and fertilized as per soil type recommendations and type of grass recommendations when and if possible. SCALE: 1"=100r SEPTEMBER 2024
7.Exc. the trench approximately 4 inches wide and 9 inches deep along the proposed line of the pasta ace gm to avow untlerminn9 theleneduargm GRAPHIC
SCALE
unstop°from the barrier. 4.Remove 11. tei fencing mMenalsand mrsmde sediment deposits Grassing and Mulching-Theo a to receive grassing and mulching should be properly fertilized and limed a necessary os o initial step in soil preparation. Once the grassing has been placed,the o should be maintained o needed to insure that all areas are germinating properly. Any bare areas should be GR`yr 111� "T�`y��
Ong the bottom and sloe of the trend,. nil bring the pree to grade and stabilize it after the centdbugng repaired. and reseeded as soon as possible. If the time of year does not permit the establishment of an permanent grass.then a temporary grassing should be used until the growing season permits the use of a permanent grass. 100 0 50 100 200 400
erthefilterfabrlicandco pad.,M1praagh.ampadhonofMebaCkmlis drainage area has been properlysreMlred. re s o - - `�
Wattles-Wattles shall be inspected after significant rainfall events.Rills or gullies up slope 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.
le,Do.attalch filter aebrlc to exla-ng trees. Removed sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water.Any sediment deposits that build up against the fence should be removed and disposed of propedy to Insure that the removed sediment does not wash back against the fence.Adequate storage volume should be providedfor 11
behind the fence at WII times.Take more to not undermine the fence during cleanout operations. ( IN FEET )
..\NC-Envir r ieulul.jyey 1 inch = 100 ft.
y SILT FENCE Reinforced Silt Fence Outlet-Remove sediment deposits a 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 a necessary as it becomes clogged with sediment.Remove all
J C fencing materials and unstable sediment deposits and as
e area to grade and stabilize it after the contributing drainage area has been properly stabilized.Any sediment deposits that build up against the fence should be removed and dispwea Of properly tO insure that Ne removes sediment does not wazM1 beck against the fence.Adequate storage MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
volume sham be provided for behind Om fence at tall times.Take care to not undermine the Noce daring cleanout operations. PHONE[phone] FAX[phone] LICENSE#F-0106
LAST SAVED:9/11/2024 4:59 PM LAST PLOTTED:9/12/2024 7:22 AM PLOTTED BY.Dennis Gilbert FILENAME:O\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\23-2510-22 BEDFORD-EC\PLANS\BEDFORD EC-LC/T.75.278,379.EeA