NCC233553_Site Plan or Location Map_20231201

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\ �\\ s / �N\\ \ ,l 4 1 a, ,I li��ono.THE SOD/ ull, u !!!i iPul/ \ yo \ L..p .En.nAnE�rxor'
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ROaO y pS POpO / I \ \ a o \\ \'\\ \ NrEAPPEARANCE OF GOOD SOD
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,o,:ss VICINITY MAP //// / _ -- \ \\ \ ��\�' TM:%..are.P
\ 1 "/ \ EXISTI \
(NOT TO SCALE) //// / / �\ \ \ \ \ \\�\\ �$' ` \ \ /// O OVERHEAD \ It! ,. \ \ / �S° .� rem%eaomx.,
\ POWER LINE
/// / I \\ P\ \ \ \ \\ (TVP. �. \\•
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General Erosion Control Notes p\ b\
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/ / / \ \\ v \ \\\\ \ ` \�\ 2CONSTRUCTION SCHEDULE
1.Orel the areas shown shall be disturbed. 1 \ / a1. Obtain ae necessary permits ana Ian approvals.Erosion and Sediment Control
2,All disturbed areas shall be rassed and mulched as soon as (e&sc)permsanaa cendicate nrcoversge(cocjmistbeobtained before anylandaiswrningactivitiesoccur.possible and maintained until permanent cover is established. / / �� I ( \ I \ ' \ \ \ \\ ^ \\\\ \\ \ Acopyor eE&Suc ome�,m ccoc ana a tram copSreinforced
me plan must bekept on site,prererably in apermits I// \ / during Ins�ernon
box,and accessible d;
1 1 \ '5 \ �\ z. Install gravel rp es first,then silt rent einr Teen ant fence outlets and wattles.
3. Finish clearing and grubbing any necessary areas on the loll axthey are started
V ` '1 I I I I \ �� V A 4. Begin lot grading end excavation activities
Pursuant to G.S.113A(3),provisions for permanent ground cover 1 \ 4 �- �\ �\ 5. eeginmcontinue withnousecor.'n's nactivities.
sufficient to restrain erosion must be accomplished for all \ \ 1 I �a I / � I ) I \ \ \ \ \\ 6. Fnish allmgh grding and house wnstrucfion.
\ •
I \ 'i2 \ 7. Install driveways,walks and patios.
disturbed areas within 14 working days or 90 calendar days ` a I \ $. Begin fine grading of lot areas
(whichever is shorter)following completion of construction. \ \ I I. I' I 1 / ) I 1 1 I I I I / \ 3\ \\\ _� \ A.
\�\ \ 9. Final greasing.mmmhing and stabilizing of lot.m most cases this will involve me installation of sod on me lot.
/ I I Thesiltf cwillrem dninplaceantilthelotissaadedorgrassivgis stabilizeaana takesehold.
I m EXISTIN / \ / \ 7 D GROUND COV \ 10. The cntractor shell cnduct self-inspections of the erosion and sedimentation control measures and complete Ne
�� \ OVERHEAD I / / I I \ EXISTI IN DITCIi,WHERE PIPES \\ \ !plc's:
ingcombinedself-inspectionformfoundonNeDEMLR websitePOWER L111111NE Z I OVERHEA HAVE BE INSTALLEDDATE: Wve Fenre Filter Fabric PAGE: I (1Yp/ // / l 1 I I \ \ \ POWER LINE TYPICAL AL OTS- \ \ \ /oww`degl nc.gov/about/divismns/energy-mineral-and-land-resources/stormwater/stormwater-program/ 1W I / \ \ \ ri - t on-program.Twelve moO ofcompl insp etion ford she lbe kept1Virol.anaavailableX a 11II / \ III \ \ DAY UND C%VER IN DITcWseS RE P -- - i7 \ __ 3A57Sctionsl15ANCAC 04A.0101through 15ANCAC 04E0504sGeneral Permit NCG 010000NPDESS
Plastic or OqQ T4LLE6 'OH-
sael6.0 \ -ESHAVESS _ _ _�% 6Max.Extraspi ngmgmbrcbwMou,wr'eifenm Wlre Fence Wre aacknll trenchIIIII / / > 'y'1 nstruction Activities
and Compact DA GRO OGO- N (TV-CAL ALL LOTS) Q'-OH 11. Self-ins f d d 1 be rf d I
thoroughly
I I _C l ITCH HER IPEs V \ _ -OH- pections or erasion an se imenmtion contro measures are to pe orme at east once every seven
Steel Post I I I 1 ( ( AV G ND C ERN Hq�pVE B EN INS LED - 9s - -' _ s calendar days and within 24 hows of every rain event of greater than 1 inch.Any needed repairs shall be
f Ups lope mle 1 �/ DIT. EREPI I ( rt1fpICAL LLOTS --� _ OH- made immediarelymmatntam manatees as deszgned.All ESC mesawes shall be marntamed as speczfied in
H: BEEN IN ALLED . � mil the construction details on Nis plan Amin gauge shall be installed at the protect site for momtonng
1 I / PICAL OTS) y - _ n (( 12 Inspection and final acceptance letters When the project is complete,the permmees shall contact DEMLR to
PIWst'ct or II - I 1 "I 1 1 '- "� cl0seouttheE&SC Plan After DEMLR informs the permiaee of the project close out,via inspection report,
re es f
] AV GROUND COVER IN DTCCCHHH WH�IQE J --_ N .`I D.10 l P HAVEBEE_11 NSTAL D/ -- gtOJ D ,EWAV ■I III I I 's enepermntee shall resit"aeq vc govMC001"to suborn an electronic Nonce of termination re-NOT).A$IIN)
X� X 1�\/ J I PICAL ALL LOT�� • j / 1 q ENTRAN PIPE! DITCH
ST general p mitfeewill6echarged lweeNOTh b filled out.
f ,A ri n ri :elongm be n J/ / i EXISTING \ m _ _��•
Road 115E a REINFORCE. I■■ \ ■r`` J FENCE IN�n ' I OVERHEAD "ee�s ♦rdt1On SR CONS RUCTIO e� RIVEWAV SILT FENCE ■I� (TY-) /
/// POWER LINE `I - t ENT' CE ■i PIPE IN DITCH OUTLET I■ 'EMAINING AR OF ■i WA LE _ I
[t` TYP ROADS!. S l �„ .,¢o Yy le LOTS ■�' „':.4 II I A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
Construction: 1 % `F ter Fob, 1 / /// ; ( ) DITCH Al. _- ) .•, j� °o W"' a'i. 7I,■ TO BE DISTURB D �. /', . NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR
trength or extra strength synmetm bier fabrms. CROSS SECTION VIEW '5' m - ■ 70-TI � tEWAY ■ ■x ` "■„ rs.: p0..OF II
1.Construct the sediMent --- -- 11 6 SITFENCE� "P• � COMPLETED AS AN EXCEL SPREADSHEET.
2.Ensure that barrier era ild na.(rvgher fens CONSTR TION ■ G 1
meaoot water sufficient m cause failure opin24
swcmrel above the gmu / .._ �� -_ ♦ DRIVEWAY , J IN DITCH nl 7 LIMITS a 4 (TYP.) i. CONS RUCTI Tl, .� P(h1 .l5 Ea i
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
S.Construct the�umay impound laymstenro'ine a continuous User cloth only to the atpost wbh4feemminimumawen v.When es xt carat ♦?. PIPE IN DIT ••1 CONSTRUC ON / 1 I■ MITS RE VO 5 9 III 1 EROSION AND
to A%r ♦'i ,■ ■� ENTRAN / I ■ / SO ,@ / SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A
..101111"
0.Support standard strength filter / ♦n. aNSTRUCTION ♦ ♦( CONSTRUCTION ♦) )■ REI ORCEO TOO
fabric bywremesh mamneasecurely to the uP%ope doe time poem.Extend ♦"-'� DRIVEWA' ♦\a HI■ LIMITS ♦Ip I■ / NCAC 04B.0131 STATES THAT...,DOCUMENTATION SHALL BE ACCOMPLISHED BY
the wire mesh support to the boa.Of the nen..Fasten the wire rein,orcement,then tab,OnENTRANCE ■ ■ SIL FENCE
/ I uPalope TRUCTI 9,/(/// INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
'lncped sediment fences at least onmaweek and after each sea ♦� PIPE IN DITC' $�M ^.♦ ♦tr_ �■ Err '� ` _� UTLET III
Strength.the required repairs imm.i.ly. - ENTRANCE/ / ��♦ ♦ \ ♦'? WATTLE / APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
s.M.
sauzra s�cegaomammamxmo rera�pndm p n%%hnwa ceenven __`` .\ / I ■. 1/
pan two e,mar,tie p ,5�/,HtJND��nc „♦ \;, 2 ♦ ■ SILT FENCE AI REM INING AR AOF / II/ DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
ITCH - � �� ••• / :\ (TVP. ♦$ /O DSIDE
inch or greater rainfall.Make
■" / /
//,O PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
6. yrenr9m61te P Pa nOpdoes not mgure a wire mesh support fence.Securely ,Removesemmenledeposbsaa neprOMPtlymproWde adequate // ■ : ,t' LOTd ■I• / DI H
filterfasten the fabric plastic p shoed have amnmum of pound tense m rewavodunainn a mncesu during e I I /1 \\ SILT FENCE ♦ I / TO BE DISTURB a / 9 N 7.Excavate. CONTROL PLAN.'
_ cud and flneb g p p d line e next rain and reducepressure uring (TYP) �♦ ■• , / n III�1)
,.
a M.N.,.trench. and bring.area to and Thorough memoname bacxb a gradela sta er asp li \ ♦�-�ILTY1›, ♦; ♦ ♦ dii■ _�/ 1
the barrier. 4.Remove ell fencing tie the I I C UCTION (ryp,) / a„�♦ Y � REINFORCED III.--I
op.
n ver the M.N pad a rough 55 P re red as a bilMe it after.e cure b rre / / LI / / .V ♦\•; ♦� L SILT FENC •INING AR OF
B aitlPlaepmsitlm 12 nce pertar drainage n b properly bind / ♦ / WATTLE ♦ \ WATTLE ♦ j( WATT • / OUTL LOT4 // The oa
/J ///^' ':\♦ ♦ TO B UNDIS URBED /// r/]fig.intro[enecn6ter ab e s. ////
// // \ ,t ♦ -^`:�'' �� - - {: REINFORCED J / • I �.„ he StmT :-.-}-
S ,V)
ILT L'_` - �i -�F-- _ SILT I I b
of fabdc along.
\NC-Env ental. .. rxn.i'•- ...._. rWl / ..,,.�..
1Pe9b \ .,ex_ V ..
n T SILT FENCE / ♦♦ � ...... "P I TLEr / __ �m_ ppe/ / / \ \ ,,,.A• .e. CONSTRUCTION /x I / / / / / / / I W o II I ,..e " ,..�
rvoTE \ \ ^Y OUTLET TO BE UNOTSTURB/D/ T , / / / // ✓ / j II yp°":I I�" .o..oenI
CONSTRUCTION LIMITS
I
Silt Sock/Wattle
LIMITS REINFORCED R r INING E OF o / /
DATE PAGE II SILT FENCE / //
ZI
t / «e -x�ILW♦ r equivalent prdwan6 REMAINING AREA OF '!# / /
way 2 Mn' II:up. MIagainst be eubseLuma for I I \ \ / LOT 1 / // // / i _ nnwp.mT,.x..+-,b.,V+r,
'T14.11E ormy win codmPost ` TO BE UNDISTURBED / CHy II I II YMnthat logs do not
SECTION Stakes SECTION
ken II bebe yond c
\ 1 I I I \ // ��'� / / /��/ / / / I I e.o_a.,�.„�e. ..�.m.,..l.__ -�.
aEGT DNslope.6la a Meat m,Hedged fthe J
land tile(s)flat areas M betur t.at the L \ \� / /� / i �� / /% / / / II 1
a ms�m� as around %end % I I \ \ / - / ,////H I / / O \ 11 1 .y.
...III,Plumb,through the center of Re silt
sock/wattle.stakes should be pMced at a 1 v 1I , ) ) I ) l� � �/ ,� � ,j /////%� � , 1 i 7 III I "max..interval of 4 Net or a maximum interval
�.
Tres
Wood Mulch m Ggm ,t ground min. I / I \ / � 1 I d 1 ;� ill-_V
Ho 1 INSTALLATION of log 5 1'
uNmENc EO Tat v • e, e ) silt
/ I II If 1 A I c l-�
ISOMETRIC T.we mam...nvT.ere.,.a.aer o b..ua rid p a x I / ((((//(//7
�1 I I 1 l It,I ItII�f�I11�I �: ILL 8t'-12.MAINTENANCE. / / It_II�tf 11 ;II.EW after l , , 1 COMPOST NIFlAL FLgW R Ea II / �'� /, / 11 / I Iter untronaiaa Socks nit a,ynown, a(Imo's(aoo"nm)µ5o"nm)(sa0 om) 3I F 2 atlle mu%, p ced if clOgg.orIII/ 1 / // ` \ \ \ \ C\ j__
/Snell Flower siltSock/MLe omm(¢�• HB]Fm) (RRavm) .cos m ovam Soom , a \ � `\\\ Ill 1
Work are r Wattle M I ( .) ,,co dislodged.e.the silt
C I \\ \ /� )
11 111
Then. aft,. a7.t. 51n;,11,141 gore g. a5g a ���; ...V. \ l v ` \ �� vv�v� - ,II I III
;n („fi SIR
area
/m/.,) /m/m) /m/m) IA,/m) V./m)
SILT SOCK/WATTLE FOR PERIMETER AND OeINLET ePROTECTION I ` \\ \ \\\ \\ \ ) \\ \ \\ \ \\\`\\ \ 'I ) III
DATE: PAGE: ---) ,_ 7 / Ill' Ill
DATE: PAGE: DATE: PAGE: GROUND STABILIZATION
/ 4•M1N. - FENCE SITE AREA STABILIZATION EXCEPTIONS
- DESCRIPTION TIME FRAME PAGE 1 of 2
IM M
r _ (�• � PERIMETER DIKES, 7 DAYS NONE
"1-'-BM =� r� - �� ;� / I' I I I I I I I I I I I I I I I I I I I I I I I 11'', SWALES, DITCHES TOTAL DISTURBED ACREAGE: 4,96 ACRES
11 ll - I G - I s e % % �oaa �j�+r HIGH LOPES
QUALITYDAYS NONE EROSION CONTROL PLAN FOR LOTS
S�}4 X t .HOUSE a G nousE s HOUSE O c c r tic so WATER ZONES
YI�Y 1 ��) rOg . MM. , TEEL FENCE POST (HOW) N
-51B..1 Ail L� •�q L- Ay P JJ y L� J QOSAISRASI rPojwr s mewOSHED sr SLOPES STEEPER 7 DAYS IF SLOPES ARE
IRRe'INLET tJ E.EpF°Ra �AY D !-RD HNA, Ay _Hp r. A �'. RDwAREGLN FRONT VIEW THAN 3, D' OR LESS IN PERKINS SOUTH
T 0 Y Y Y Y Y Y. .
/!`��'9'"1, ••j°"1"1'�`I"1".► LENGTH AND ARE
.�'c�Y'T� Y�Y�Y�Y is Y ic�Y�Y�Y-,.-w
Noted 'I�' '�... ' ..1 i'1 Y \ NOT STEEPER F
1 If needed Tree Protection fencing should be installed along the buffer zone wetland
� •♦ 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 Munk tlameter / ♦ 6Mm �, ��: Vy wLTEROF5,57ASHED _ W H NHNRENDH ALLOWED DREAM FINDERS HOMES, LLC
2 Install Silt Fence an the low elevation sides of each lot Install Silt Fence outlets h n 10 ~~ -fit
N schemafcJa'agram and Taco adjusted.if necessary,for placement at low points.IN e Y�,'- ~� - FILTER FABRIC Nro so ocaouN SLOPES 3:1 OR 14 DAYS 7 DAYS FOR
TER
cwnllguous and havetlffereni land owners or builders each lot should nave-ndvdual Silt / _ 'e' P�'�� caouNo NOTES' FLATTER SLOPES GREATER
FLOW SMT mr� BEELFENG GREENWOOD TOWNSHIP LEE COUNTY,N.C.
ENCE TIo -•-•- Fences. '• -fle 1.Hardware cloth and gravel should overlay the silt fence at least 12 THAN 50'IN
SMT FENCE ® 3.Install required Silt Ferme within 10 feet of property line to ensure there isno conflict with •`\ a inches. LENGTH SCALE 1"=100' OCTOBER 2023
oNSTRucnoN ENTRANCENEE septic system.It is the responsibiliry of the builder ro ensure the installation of sediment COnstrudion: Maintenance: 2.Stone outlets should be placed on low elevatlon areas of silt fence ALL OTHER AREAS 14 DAYS NONE EXCEPT
CURB INLET = control measures does not impact the septic system and repairarea(s). 1.Clear the entrance nd exit area of all vegetation,roots,and other objectionable 1.Per greter-0l inspect ake least after each 1 inch or MAINTENANCE:
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
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 BURY WIRE FENCE AND BURY MOE UPPER EDGE OF 1,Per NCG-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 4e0
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. 9 = II 11
no other altemative exists.If this separation cannot be achieved,these areas must be 3.Providetevslegeto carry water tdettoo a sediment trap or other suitable outlet. ssing with 2 inch stone. 2.Freshen stone when sediment accumulation exceeds 6 inches.
contained behind Silt Fence. d.Use geotextile fabrics in order to Improve stability of the foundation in locations 3.Immediately remove all objectionable materials spills,washed or 3.Keep mesh 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 conabuctionactMlyispresent. 5.Replace stone as needed to fadlitate de-watering. PLANNERS 1 inch= 100 ft.
..\NC-En vironm en tot.jpeg 7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are ..\NC-Envirq.menlal.jpeg
provided on additional sheets.Erosion and sediment Control details are not drawn to scale. CONSTRUCTION ENTRANCE/EXIT ____ I SILT FENCE OUTLET SURVEYORS MOORMAN,KIZER&REITZEL,INC. 1156ROADF00T AVE. FAVETTEVILLE,N.C.
----------------- TYPICAL LOT LAYOUT WITH CURB AND GUTTER MOORMAN, KIZER & REITZEL, INC. PHONE[phone] FAX[phone] LICENSES F-0106
LAST SAVED 10/24/2023 11:59 AM LST PLOTTED:11/6/2023 12:39 PM PLOTTED BY:Dennis Gilbert FILENAME:G:\CURRENT JOBS\H&H CONSTRUCTORS\23-1367-07 PERKINS SOUTH-EC\PLANS\PERKINS SOUTH EC-LOTS 1-S.DWG