NCC232412_Site Plan or Location Map_20230810

\ \ \ I I I ( `' ----..,,,,\ ''''''\ J/ SITE AREA STABILIZATION SODDING�m ovPs ao° J�oJ2 �///�` \ 6 I I _ / EXCEPTIONS •,., TIGHTLYoxortEararAonaaap
GROUND STABILIZATION
T^ O G �
s "' AGAII"STEAC OTHER.
DOERS ROgD war Ngr 0w�%' tp'.�` �/ 1 / DESCRIPTION TIME FRAME
-, MASON'S TROWEL IS A HANDY
s ao o �I?� CEMETERY , 64 I I �/ \ \� �/ z PERIMETER DIKES, 7 DAYS NONE
'`.°oo FRE / e°P \ / ) J I I\ / 7 / SW 84 SLOPESHES M, M XOV/ornla,rowo Paces.
s JOV,Na p ,,b9, �nPA2o5 / / I / / \ \ HIGH QUALITY 7 DAYS NONE M
i 4a op o�sa �' �.� �/ / - / �j // \ \\ \ / / WATER ZONES
P" 4°°� / %\ /////1 1) 6 ]u \� (HOWiip) Ar r. E.
<r E�" o �� / % \ / L, / ------_ - \ ` / \ SLOPES STEEPER 7 DAYS IF SLOPES ARE MATCHED
V / / \ THAN 3:1 10'OR LESS IN
_` MLRcys \ \ \ / / / /•• \ \ LENGTH AND ARE
dGe� p0 S RO7t0a1p �� / / 67 \ /., / - \ / ��.y
e° o Wntsb a , R zo s� / \ L, - � \ / / I NOT STEEPER �i7
c°vy o shEa`r `�tA SITE \ �f5 / \\ � � \ /• / \ \ \ TDAYSARE4 /T.
" ,�,o �i \ \ / 62_ \ �\ / ALLOWED
11
e sv \ �_- �3% - \ / / \ \ �/ SLOPES 3:1 OR 14 DAYS 7 DAYS FOR sl l 1
u' o \ \ ` _ / THAN 50' IN sou Soo .etv.o I wArcaronoePrx era:.i1.........mowwacx mesa°
80 \ / / �� � // / \ FLATTER SLOPES GREATER �rf I l
o \ \ =r / / �_ \ \ �/ /� • '"� \\ \ LENGTH wm,Txesoa Acr uID_ As mason is nlax tzar aMowaa
\\ �\ �/ \ ALL OTHER AREAS 14 DAYS NONE(EXCEPT
/ A 6� \ WITH SLOPES m APPEARANCE OF GOOD SOD
' �\ c_ \ \` \ FOR PERIMETERS
\ �� 6� \ \ \ V FLATTER THAN 4:1 AND HQW ZONES)
...././Z•ck
�4Cw q \ \ i`a� \\ \ \ \60 ------ ____/
/ Ham,.enAss-aPTe„rmla<me am
JP� ;� \ / \ \ - / ammam oe„eeaoar.AT
___._ __
SRz o,� Nc rvwr 24/2] VICINITY MAP \ / �m'9 \ -•,,,......________
70 \\\ \\ \♦ , ` / / / / / CONSTRUCTION SCHEDULED
Op 1i(a\ \ �9� \ / / / 1. Obmin all necessary permits and play approvals.Erosion and Sediment Control
(NOT TO SCALE) s�_yTA � VAA A / ` '�pA / 2. (E&aC)prnvit and a Certificate of Coverage(COC)must be obtained before any land disturbing
_ F. \\\ \ ` �^. activities occur.A copy of the E&SC permit,the COC and a hard copy of the plan must be kept on
-� \ 71 MAIL \ ` ✓ \ / / site,preferablyinapermitsbox,andaccessibleduringinspection.
>i P \ \\ / \ / 3, Install gravel construction entrances first,then sill fences,reinforced silt fence outlets and wattles.
General Erosion Control Notes - _ -- \ \ KIOSK \\\ \ / �� / 4. Finish clearing and grubbing any necessary areas on the lots as they are started,
-� //0 s. Be ntintgradin
1.Only the areas shown shall be disturbed. A PEN SPACE \ / / / a e
o an excavation activities;Not more[ to ors are expected to a developed
QO� particular phase or sequence or order.rn
2.All disturbed areas shall be grassed and mulched as soon as \ ( \ \ \ \ \�\ �\\ / 58 -� \ �� e. Begin or continue wen house construction activities,
_- 3]D \ \ \ 7. Finish all rough grading and house conrnuction.
possible and maintained until permanent cover is established. `� \ \ \ 1 \\� \\ / \ / / 8. Install driveways,walks and patios.
\ �� / 9. Begin fine grading of lot areas
\ \\ 390 I 10. Final grassing,mulching and stabilizing of la.In most cases this will involve tie installation of
\ "\ 1 \ \ \ \ - sod on the Inc The ails fence will remain in place until the tut is sodded or gassing is stabilized and
Pursuant to G.S.113A(3),provisions for permanent ground cover \ 1\ \ \ \\�`� \\ Kq, rakes Hold.
sufficient to restrain erosion must be accomplished for all ` \ o \ \ \!.\ \\ �� ,rp� 1 ) u. The contractor Snell conduct self-inspections of the erosion and sedimentation control measures and
\ \ \ \ �s4^ I complete the following combined self-inspection form found on Ne DEMLR website
disturbed areas within 14 working days or 90 calendar days i 't&\ \ \� hops://files.ne.govmcaeq/Energy'�zoMlneral�zomaryaoLand�zoResoames/srormwaterlNPDES
(whichever is shorter)following Completion of construction. \ ` )\ -----
,A„„ tl �US STOPK t\ �= sx' (/ moocrnrral�aoPcm,itsIDEMLR-csw-Monimring-Forms-Rev-Anquscs-zo19.Pde.Twelve
1 _\ a \\\ I tuna of complete insr,pe on,rums snail be kept n(site and available for inapecfinn az all fimea.
61GN EA MENT \\\ �& ' ` It is recommendedaeopy ton,
apertnits box(GS 113A-541(e),ISA NCAC 04B.0131,
NCG01 Pan III Sections A and B)
/ 12. Self-inspections for erosion and sedimentation control measures are to be performed at least once
DATE: Wire Fenr Filter Fabric PAGE: \ \ \ \ E I p every seven calendar days end within 24 Hours of every min evrn[ofgreater AllESC n.Any
\BUS needed repairs shall be made immediately to maintain as designed ESC measures
1sow a nlMgabrcwimou,vnre fen wire Fence Post or
Wfe 6ackfll trench ` \ \ +62 \\ v'6T e' /\ shall be maintained as spec,fiedmNc construction I Nsplan.Amin gauge shall be
�� borax Exo-am and Compact I / W*\\ , \ \\gyp �*• / Inspectin Me project accepformoniers.W
t
thoroughly \ j/ppp��`l""" IGN� \ 13 Inspection and final acceptance letters.When the prol plate,the pamrtrcees shell contact
Steel Post j �y EAS'- ENT\ \ a. ' DEMLR to close out the E&SC Plan After DEMLR informs the perminee of the project close out,
f % wog. \ i/ •_� \ �\ \ \ PEN p report the permivu shall visit"deq.nc govMCG01"m submit an electronic Nonce
I
\ \ 72 ,; j \ \ 2 \ / S ACE f (e-NOT),Aal00awual general peunit fee will be charged until tnee NOT nes
Plastic es I I time 4 // / b filled t
wire Les �' \ \ \ a/e / \ \ / \ A SELF INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
/ e min. \ � \ r\\ \\N. NCGS 113A 541"IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR
1 �/��/ f s"clown as roiwem \ °r / _.s 11 \ 'a. \�\ .•\\\\ ANMALTERNAPVE S TO MPLETED AS AN LAKERNOTATIONS ON THE COPY OF THE APPROVED
/�/�/\ t /
z4• ^^ alone lneo-epn / -\ \ \ \ \ ` / / / EROSION AND
[t� ROADSIDE a> % 't \ \\ � \\ \ \� / / SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A
1 % abric^ I \ DITCH / \ �.\\\ 3� - NCAC 048.0131 STATES THAT"...DOCUMENTATION SHALL BE ACCOMPLISHED BY
/ / ` \\ \ / INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
b standard atrengm orexva svengmMynnabove
nc Baer rabnca. CROSS SECTION VIEW
\ \ / APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
2.EnSUre.that of the
watersufficient w cause not failure or`aine:wcw to me length of the�l ve,he ground.(rvigherfenus /j/ /% '• ` 'E �\ \ \ \\vg �\ \\ /DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
/ DITCH
may impound R DSIDE• \ �J PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
l9.Construct the ulu er Vtas,enbric ro'i'n�e finerdmn on a maim.ly at post wahakemminimumdwedp to en thejoints
Post. �\ 370 / ....... -- a1Q DI \ \ / CONTROL PLAN.'
ricbyyhwire mean fastened securely to Me upslope side of the poets.Extend mane' / >o J\ \ \ \\ \ i
4the wire mesh support to the bottom of ¢trench.Fasten Lhew,re niarremem, en mengm eupslope `Injtn`spect seelmem knees at least onceaweek an y. /% d\ / %\\
\\ \ .
6.W sausedtlpaacce pes ostsa maminimum
mumn fie kM apart supports should be dn.., collapse,tear,decamp.,tly. 1 // / / . \ \,6.Extra securele of the fen.post.round a or minimar.56 Removm of 24 inches. or e edmeinch or greater 1ineffebdeposltsasn.Make xaeprytoproWdeeeeq required repairs ete ' / / �� \ \ \ I The „•l otl
fasten the filter kbnad y poeta.w P h P ehaaNba.eammmamm p dkade mnreinandredaeapreermining the fence duringma / /i \ \\\\ \ \
7.Excavate the trench approximately inches wide and¢inches deep e proposed une of postsand strength. fen..Take carew avoid
at4.Remove all fencing eriale and unstable sediment deposits % /// \ \ �d \ \\ \ \ �\ "tn.,'
•„&ad "^^ "^
P°I�zfsni�binnt comp.Thorough ala drainager,anaebe v perstabilized. "ern b / / 12 \ \ \ \ \\\ �\ \ - fovB
as8. 2ata;ll k cepew sep,er,ab and - _ / i J /� - \ \ \\ \ \ N\\\' `\ I 5 \i // w.. ,.,
Da aaah5krab / /
i i / _ \\\\ \\\\ p-'
/ 1 -eADSIDE
..NC-En vircf mental.' / \ \ `\ \/\\\�� / I
j \ \ «ITCH d A
T-,� SILT FENCE / i v V \ �• o , non fig
ILS
� / / � \ \ \ ]DAY GROUND COVER 1.at.I"r1 I{ •�^•^^^_^
/ / \ \\ (-- JIF LLL,,y,,,JJJIII _ .,,K»w.moE,..
rdci
/- j 4 •
_�1 \\ \\ \ \ IN DITCH WHERE PIPES A\ \ ` \ \ \ y '
DATE: PAGE: %/ % • \ \ \ \HAVE BEEN INSTALLED \ IiIlll I -nl.u H ••tee
s watts \ '�' NSTRU N \ \ \ II II• II
owe �I .I Pa .mpm« i i \ \,...
Nci o \\�� ��
d a qR be,ab m k /
�111 a_n I \\ �i \ \\
. , t n=11:II, 'n unaorm ywim mmpwa I s ///---
- \ \ �( \ \ .,.,
...Al2 2 ,xto Me desired length such that (`��p,
Stakes Stakes 3. kMamefs)slro N sr" �. / pp �••and a minimum of 10 feet installed pamlMlro \ .. ' \ \ \ DRI,;; --\\ \,,,,,:-- r, 0X16
SECTION SECTION `P`houd beooraasne deg acme i 11` 7 �• PIPEI "��'�` \ I\ rJ
flat areas at land \ \\ \ITCH ;y \ �,
<D ''D apse- runoff fromginga,oua YOleteamihero - SPA E \ ` fis�+` \ L - U���• nnunli.
`.pe* sib urable hardwood
dwoode can or I I 1 1 ` SILT FE \ �, �\ III nIL=1
III 4. prevent
ncn'cmsssati nwsvn�ouu be driven stakes widl I fir.xP.) .�rr�.,
(U inch 7aisock/wry plumb, / /� \11ximum in.. 1 \ \ .,,S, v` ;loll= �l . „] B•-,2"
Tre ,fie sat sxkksaltle.stakes should maximum interval of 6feet a paced in a 4 inm I I I J \) ( Cn NSTRA.TION �/ .�kkk' \/ \
when
uxrRENc o INSTALLATION _ENTRENCHED INSTALLATION' socks/wattles are used on rule.=rw.ww.xmau.eo.,�mm.m.woreeu.ca.w,a pavement)
`e)n` / J J / I / - / I I LIMITS/ //I/ /CON
To 5. In the event staking is not l/'reight of erg
// J I ,ig, - I � L F ENCED \each 1 inch or greater rainfall.Remo. / / ' /sAD Ixlnu rtow aATrs uate 110W, / / \ // / •
, WA ELE \ \ \
ra,usn.m Flw3� I.aia�a` am::. =m� coo gym)c:�o,M)clop gym) nz^s'a, z. anlamatheded to allow for p dtlpgq.e Or / JJ / / / \, // I/AIIV ' , ' \ \ (-- '
l w;,,"„ k/al--Iasi i-- "2'Fmi 'F 'Fr / \ / J ) \ \ ♦T O BE UNDIDER OF' 'fi �� (� \
aa5 raj c5aa m) I ) / / �- / / / / \\\ \ ` RBEa § I I I I \\\ 1 \
Way a9 era" D
pt/el clamor) tlm/m) tlm,^ Oisa°�ee"o 6. Reinstall if mn a r''.eeahwe,a // / \ \ \ �� \ \\
/m/raj I/./m) I/,.j I//j 7/m) me..Fr.`i peanaieiayawbaaed \
L _ SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION / / / ' / '/ //// /// \ \ \ \ \ \ I l ^ I i / \\ \ \ / -
\\ \ \ \ t \ I f / 7 I a 1 \\\.\\I \ , �_ PAGE
DATE: PAGE: DATE: PAGE: 1 o f 2
DATE: PAGE:
"C" "D" "E' "F" "G" -H.' / + 4•MIN. - FENCE TOTAL
LEROSION DISTURBED
CON ROLL PLANE FOR20LOTC6ES
4 II li t e e % % as .:
It HOOUS Ili a�rv°u3 t,�<I -HODS HOUS= HOUS% I�HOOUS - NOUS Ha �:°�° "y� 14' lD.M 4> WATSON RIDGE
- Troi.Tlt�Tte-TN .., " n+--<®m-Tr•®`-Tn-«rrs-+6«Trr--r-+.P T�_i Tr�vri Try QJ` �:I� Y M o rwr. s THE wASHE sr
PHASE TWO
T Y'c� 51Fifiiiiii3..
YLEGEND W.FENCE
Notes -;'f-;Y'T� Y�Y�Y-�-� HAaowAaE CLo FRONT VIEW FOR
1 If needed Tree Protecton fencng should be installed along the buffer zone,wetland �-- YFLOW N inchbounosryakdiimeter. proe edtrees,pro tln9a ad us of atleast125 cetf°reach / � � 4felokfAve FILTERWASHED OF tun _ FILTER ANDTH50 e DREAM FINDERS HOMES LLC
rich of trunk diameter. Yl "yl I r'§rSti'
SILT FENCE 2 Install aSilt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on 4r ti`Y *f ,p MA%I�
DIVERSION DITCH -TD-TIY schematic/diagram and field adjusted if necessary,for placement at low ponts If lots are / .Itif4 0. 4% - NToso"R MIN,' AND HARDWARE '
WADDLE/SILT SOC. and have each individual rti_�l ,�°'`' GROUND GREENWOOD TOWNSHIP LEE COUNTY,N.C.
Contiguous % P q4 NOTES:
SILT FENCE OUTLET ® Fences u - 1.Hardware cloth end gravel should overlay the s It fence at least 12
«.Install required Stilt Fence within 10 feet of property line to ensure there Is no coned with •`� oa inches. SCALE: 1"=100' JUNE 2023
CONSTRucTmN ENTRANCEseptic system.It is the responsibility of the builder to ensure the installation of sediment Construction: Maintenance: oW 2.Stone outlets should be placed on low elevation areas of silt fence
control measures does not impact the septic system and repairarea(s). 1.Clear the entrance and exit area of all vegetation,mots,and other objectionable 1.Per NOG-01 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:
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 0 or 1.Per NCG-01,inspect outlet at lest once a week and after each l inch or /� 100 0 50 100 200 400
least 50 feet away from stone 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. ENGINEERS 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 stone when sediment accumulation exceeds 6 inches. MNER
contained behind Sin Fence. 4.Use geotextile fabrics In order to Improve lability of the foundation In locations 3.Immediately remove all objectionable materials spilled,washed or 3.Keep mesh free of debris to provide adequate now. PLANNERS 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 half of stone outlet Is covered. ( )
sediment from the construction activity is present, 5.Replace stone as needed to fadlitate de-watering. 1 inch= 100 ft.
1.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are .ANC-EnviryTmental,jpeg SU RVEYORS MOORMAN,KIZER&REITZEL,INC. 1156ROADF00T AVE. FAYETTEVILLE,N.C.
provided on additional sheets.Erosion and sediment control details are not drawn to CONSTRUCTION ENTRANCE/EXIT -- I SILT FENCE OUTLET
scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES ---- MOORMAN, KIZER & REITZEL, INC, PHONE[phone] FAX [phone] LICENSE#F-0106
LAST SAVED:6/28/2023 10:12 AM LAST PLOTTED:6/28/2023 2:02 PM PLORED BY.Dennis filbert FILENAME:G:\CURRENT JOBS\H&H CONSTRUCTORS\23-136]-01 WATSON RIDGE-EC\PLANS\WATSON RIDGE EC-LOT 6.DWG