NCC242079_Site Plan or Location Map_20240711

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CONSTRUCTION SCHEDULE
SODDING MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION
1.Obtain all necessary permits and plan approvals.Erosion end Sediment Control(.&SC)permit and a Certificate of Coverage(CDC)must be DATE PAGE
obtained before any land disturbing activities occur.A copy of the E&SC permit,the COC and a lord copy of the plan must be kept on site, Gravel Construction Entrance-The gravel pad should remain in a condition to prevent mud or sediment from leaving the construction Ate.This may
LEVATIONaOAp - preferably in a permits box,and accessible during inspection. require periotlic toptlressing with 2-inch stone.After each rainfall,inspect any structure usetl to trap setliment antl dean it out as necessary.
\ 2.Install gravel construction entrances first,then silt fences,reinforced silt fence Immediately remove all obleclionable materials spilled,washed,or tracked onto public roadways. /
B� ^�----3DO NOT LEAVE SPACES AND DO
outlets and wattles. gilt Fence-Sediment fences should be inspected at least once a week and after each rainfall event.Any repairs should be made immediately.
'g2 o oA'e�q i- MASONS TROWEL IS A HANDY
3.Finish clearing and grabbing any necessary areas on the lots as they are ststied. Damaged or d composed fabric should be replaced promptly.Any sediment deposits that build up against the fence should be removed and disposed of ���,
`'• SITE a"'R° IN Foos roe Talumlrvc oars n d.Hegin lot grading and excavation activities 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
M 5,3
Begin or continue with house censWMiov activities. tall tlmes.Take care to not undermine the fence during cleenoul operations.
3 se MATCHED CORRECTLY 6.Finish all rough grading and house construction.All areas not disturbed for'!days needs m have temporary or permanent groundcovee Sodding-The sod should be properly maintained to Insure that the grass take holds in the areas being severed.The sod should be watered as necessary 0a / _i
\ instaled. to maintain adequate moisture n the root zone and prevent dormancy of the sod The sod should not be mowed to dose since this could inhibit adequate �O
PO CORRECT
7.Install driveways,walks and pains growth and stabilization of the mot bed.The sod should be coati and fart fzed as per so type recommendations and type of grass recommendations when �N(J 3• ,> \, w
L. J o cxooL 8.Begin fine grading of lot areas and f possible. J� /
z 9.Final mulching and stabilizing of lot In most cases this will involve the installation of sod on the lot The silt fence will remain in TO Aram
3 ssa lasgaogp grossing' g g Grassing and Mulching The area to receive grassing and mulching should be properly fed I zetl and limed as necessary as aninitial step n so preparation. Q ��' • i °yA en
�S combined)the lot is inspection for foundgrassi g is on the DEMLizedR
websitend takes hold Once the grassing has been placed,the area should be ma maned as needed to insure that all areas are germinating properly.Any bare areas should be repaired, i I=1�i'?I.41'.41'.�I'sl .
place10.The connector shall conduct self-inspections of the erosion and sedimentation control measures and complete the following and reseeded as soon as possible.If the time of year does not permit the establishment ofapemianenlgrass,thenalemporary grassing should be used until thei O
o Ifl MW N D combined self-inspection form found on the DEMLR websde is the use of a t 'dkr,� • _ moo..
°C' ,qc po A�� MI II III a{ g growing season perm permanent grass. ,, . }
�c,, a O Ftv;� ( 1" ),y; :iff) tl( https//www deq.nc gov/abouHdrvisions/energy mineral and land resources/s[omrwa[er/stormwater program/nodes-constmcnon program. General All measures will be inspected and corrections made after runoff producing rainfalls,oral least once iLe „.,,,-,,, -'<-' Ai .0....
o c NRo MEwN • O Twelve months of complete inspection forms shall be kept on site and available for mspechon at all times.It is recommended a P p 9per week minimum.mum The builder will insure that the w9AV. -'de yw _ •,• y�
'b k 4 ▪ s L be kept m a anvils box.Ref:G.S.113A-54.1 through G.S.113A-57 Sections ISA NCAC 04A.0101 through ISA construction activities on any particular lot do not adversely affect any of the installed erosion control measures If lot construction dictates,m will be relocated on the =a`1•y_ S' �5 a 3
GON Copy p g lot to insure that the potential for sedimentation runoff s eliminated as much as possible.Silt fences and gravel construction entrances will be maintained as suggested in the / B Mm. -`"'•:.__ 'Ova rc pF9 CONTACT WITH THE so THE 3 NCAC p4Eions General n andPerm sedimentation
ntatio 0 NPDES for ConsWdion Achvrtes erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover. io _ '
Sp,Ne° As THE son IS LAID, MowERH H(ra•). 11.Self-inspections 24boons for erosion anduiofgreatin than Immeasuresareto nbe eetne wile cdv onceeverysevencalendardaysand - p\`�•
within hours of every rain event of greater thanlinch.Any needed repairs shall be made immediately to maintain measures as Waffles-Wattles shall be inspected after beremoved rainfall events.Rills or guillie u-third of the adder and any undercutting is to be repaired.Sediment deposits that impair / �'"4-1, .w` -,pa rld"
VICINITY MAP APPEARANCE OF GOOD SOD designed.All ESC measures shall be maintained as specfiedmthe construction details on this play.Amiv gauge shall be installed the filtration capability of the wattle shalllse removed when the sediment reaches one-third to of the wattles functional freeboard height.Removed sediment shall be deposited - .. ,\
(NOT TO SCALE) at the project site for monitoring. within the project in such a way that the sediment not subject to erosion by or water.
1 j I A I I r,Mow.O 12.Inspection and foal acceptance letters.When the project is complete,the peewivees shall contact DEMLR to close out the E&SC Reinforced Silt Fence Outlet-Remove sediment deposits as necessary to provide adequate storage volume forme next rain to reduce pressure on the fence/outlet.Take Construction: Maintenance:
III G III (III III III T A 2. HEIGHT. Plan After DEMLR informs the perminee ofine project close out,vie inspection report,the pertnitiv shall visit 1.Clear the entrance and exit area of NI vegetation,roots,and other objectionable 1.Per NCG-01 inspect at least once a week and after each 1 inch or
'/IlY YIIYg'I'i INIV NI "deq.vagovfNCG01'-to submit an electronic Notice of termination(e-NOT).A S100 annual general permit fee will be charged to avoid aundermining the fence during cleanout.Remove and replace stone as necessary as it becomes dogged with sediment.Remove all fencing materials and unstable material and properly grade it. greater rainfall;make any required repairs immediately.
ANDO.Ao until II7 a-s`kOT has en filled ouL sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been properly stabilized. 2.Place the gravel to the specific grade and dimensions shown on the plans and 2 Maintain the gravel pad in a condlon to prevent mud or sediment
\ p\\ / i-7`\ z k smo tot from leaving the construction site This may require periodic
WITH DENSE ROOT MAT FOR I \ \\\��\ / \ \ / .�� I/ 4. .,_,--- �_ �/ / / / 1 I 3.Proud drainage t Try water toasediment trap or other suitable outlM topdressing with 2lnch stone
STRENGTH. \ `- )-/ / \/'-Y,b\ \ I I d.Use geooseefabrics In order to Improve stability of the foundation In locations 3.Immediately onto
remove all objectionable materials spilled,washed or
`_ /. /-- / / \ / I\ I\ l\ subject to seepage or high water table. tracked onto public roadways.
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1 /2I - -' \\ \ CONSTRUCTION ENTRANCE/EXIT
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III l 1/ 1ir \- --�Jl \- __,---4,›/; �� z ,\ \\ \ � ��
�P / REIN5Oc cS 1� 3 I/ \ / \\ \ \�\ \ A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY
1l Il/ / (l V LTFENCE CON'STRO0T/IONN1 'd,,,, A (7J�� \ I \ AS REQUIRED BY NCGS 113A-54.1"IS AVAILABLE FOR USE.IT
F - W M /�I ( _ �` / OUTLET LIMITS J,' "+ I I \ \ \ I 1 I \\\\ \ \ I / CAN BE COMPLETED BY HAND OR COMPLETED AS AN E%CEL
DATE: re Fence ' Fitter Fabdc PAGE: 7 II I I I ( / \ \ \ I I \ / SPREADSHEET.
Strength rats \ I \I I l AN ALTERNATIVE IS TOMAKENOTATIONSON THE COPYOF THE° P Wire Fence PI i Wire a Backfill trench ���0 \ \ J APPROVED EROSION AND
°u� sMax.Earn a brit whnoinwim kit antl Compact �� 210 TTLE PERMIT 80X8 I 1 ` / / AtE
EI SEDIMENTATIONCONTROLPLANTHATISKEPT ONhiEPROJECT,% thorougMy \ � RAIN GAUGEF 2'3 1 �// SITE.RULE 15A NCAC 04B.0131 STATES THAT
S Steel Post Uwlaw \ / / J I I I I I ( // -212 SILT FENCE 12� Uj� I \ I I I I I \\ � "...DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING
1 </�� J ) REINFOR EO AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY
I \ SILTFEI�cCE GONSTRUCTI(�(N 1I I I / OF THE APPROVED EROSION AND SEDIMENTATION CONTROL
P aslc or ';'4 I I /\/ \ -215 ' OUTLETLIMITSIJ ' III \ PLAN OR BY COMPLETING,DATING AND SIGNING AN INSPECTION
CONCR�TE �. \I / / AI REPORT THAT LISTS EACH MEASURE,PRACTICE OR DEVICE
// 2fa WASHOUT ENT STRUCTIO ` / I / SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
core tea (� t f
}I me venm / I / / 1 // / / / \ ( I \ ` \ �// / a CONTROL PLAN."
A 2. a04 \ / / \11 �1\ ^ wA24 / I �/
J // 2t8 RES TENCED \ ��E�RMITAOX SILT FENC i \ \ I I j 1 \ \�\ //
e Condon. riper rubric • ( / OUTLET
ean>nrtn.>tlI Strength syntheticour... RDasaFpnDNww I1\ // / /// / / / - _\ \ CON ETE ( ��\\ GROUND STABILIZATION
2 ensure oat the M1elm�mYielesediment fenceoones not exceed 24 inches 9rountl.IHl9hx Maces \
3onCgrn.n>o-,,..filter vOltim fabric from econtinuous cause Water sufficient to mlure of the
cone Berner m avoid joints,When joints are \ J / WA ` CONSTRU T OUT / I\
nlyatasn m win0feetminimamoverla to the next \ I / // 10 Y \ENTRANCE / \ �� \ SITE AREA STABILIZATION
(LTFENCE 25 \ EXCEPTIONS
4.Support suMartl strength filierlabac fasten the filter Uby wire mesh hsreneE securely the ulMla�sitle of Me�ala.post,
Meinlenence: / / / \
Mewire mesh support orttonebotomo e.nch.Fa en the wire reinforcement,orcement enfabrleon ea Mo e ��� ) / / // \ / / oPt PERMITBOXB-� \ \ \ DESCRIPTION TIME FRAME
up slope
s.securfr�w� p001.tierely into the ground a in�eumof sipis»h >a aam�m ofar>poundi n.s�l•Strength.should be erroen
make PERIMETER DIKES, 7 DAYS NONE
inch., or become P PP aaecepiaecemnivuDmYapseateara pit /l l ' \ \ \ \ \\ �\� \ / \ SWALES, DITCHES
fasten ter fabric directly to Pomo were oO.Extra strength filter fad.with 6 foot po. r placestics.ties does.require
hwla have amn...ofort fence.S.urely 3.Remove sediment deposits as nace.ary to provide edeque.
so paund tens le e \\ / / // \ / \ CONCRETE CONSTRUCENTRANCE
\ \ \ \ / & SLOPES
strung.,eg a fence.Take n are to amid undermining Mricee g // / // / b �q \ j \\ \ \ / HIGH QUALITY 7 DAYS NONE
mef,�nun approximately and
bring
efertcmrue deposits \�� / / / / "� �` �i / WATER ZONES
CONSTRUCTION
Remove
bring ibe areagtg materials
etand stabil.it after the contributing \ / / / \ 26 \ \� /.Place 12tiet as sougaaredv fie finer tab.and compactt.Tnaough compaction of the backnu is n drainage area has properly stabilized,
\\\\ ' / //\// / / / LIMITS I \ ��\ \ \ / (HQW)
+o.00t otteesrO fiOrfrecsperformance.
we a`ing trees. \ / / / / L \ (w / \� i SLOPES STEEPER 7 DAYS IF SLOPES ARE
�/ /// / / / / e�II THAN 3:1 EN OR LESS IN
ANC-Fmbmmentnl.jpeq SILT FENCE \ \ \ \ \ \ _- LENGTH AND ARE
/ I \ \\ NOT STEEPER
// /// \ / \ / 8 /I 11 27 \ 9 ` \ T DAYS ARE 4
I\
_� \� �/ �/ //\/ / r ii? I \ \ SLOPES 3:1 OR 14 DAYS 7 DAYS FOR
- \ ��\\ / //// W Tulare \ ELanere \ / FLATTER SLOPESTHAN 50' IN
\\ / I Lane \
\ \ / LENGTH
ALL OTHER AREAS 14 DAYS NONE (EXCEPT
OATS: PAGE: / WITH SLOPES FOR PERIMETERS
_ vole _ - FENCE / �� //\\/� / / / 7 II 1I 28 //// / FLATTER THAN 4:1 AND HOW ZONES)
' IIIIIIII IIIIIIII IIIIIIIII \ < i�Th V //7 I
•
� 2> l �\ / 6\ I --/ I \ �- // I I I 1. Only the areas shown shall be disturbed.
THE 2 All disturbed areas shall be grassed and
/ \ -I�- 29 '� // / I I I I mulched as soon as possible and maintained
HARDWWIRE FENCE ARE CLOTH FRONT VIEW \euR / ' I /\ / '2� / ' I I I I until pemonent cover Is established.
I
FILTER OF 657 WASHED STONE MAXAND HARDWARE CLOTH IN TRENCHFILTER FABRIC, I I
I /// \ 5 30 ( l l // , I I
GROurvO NOTES: INTO SOLID GROUND I I // ////7 APART MIN.1. /\ / / / ' / I I I I
��o8 1.Hardware clots and gravel should overlay the silt fence at least 12 ti9 / / /
"a 3 S Y inches. ' 1. /
2.Stone outlets should be placed on low elevation areas of silt fence / ( /
n ei7RvcoruPPEREDGE
and based pnfiemapmmupna. / ////\// 4 11 31 zzo ( / I I I I
MAINTENANCE: / / I I // / / \ I I I I I
BURY WIRE PENCE AN F 1.Par NCG-01,Inspect outlet at lest once a weak and after each 1 Inch or V
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immediately.
I
2.Freshen stone when sediment vide adequate
exceeds 6 inches. / /// / \ I I\
3.Keep mesh free of debris to provide adequate flow. I/ / ( I I \
SECTION VIEW 4.Remove sediment when half of stone outlet is covered.
..\NC-Envir en lot.'pug 5.Replace stone as needed to facilitate tie-watering.
SILT FENCE OUTLET \// 3 32 ' 1
c.,,,,s__y
1
\ / -3b 6iIAIFAGI-"FASEMET'-- I I I
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33 \
\ \ \`\
DATE: PAGE: �/
DATE: PAGE --- - {-Sty Watts If / e NOTE P4\\ '
FLOW MI • be FLO MI I ona matenas provi' on \aeanst ensue veld ea for. I Io- use'n elt sucks m wame. "A" "B" "C" "D" "E" "F" "G" "H" 0 __- ,.� \\
/ " II_11- 2. .an sobdwamen g roimv with compost .-. -. 1V]arlI Nned>r�engn>arenet�,eanmd am 1��, s �� ` 34 \ PAGE 1 of 2
stokes Stakes a kAyaniel>;shrodb nne r)pareeto titsEDTIDN tie abeyond thetaearaeECTION mwmelnlocatedbelo �/� �0tiat areas should be m eedgeoftl ��� ll�u }� oDSE� �� Hour (
a _ TOTAL DISTURBED ACREAGE: 1.39ACRES
lend disturbance.T.ends of the silt k,gy- Ro Mg. er) rue timedsrarboern cw IIIfYH Hou 7 LOTSEROSIONCONTROLFOR7LOTS1II1' �' I \/ s \� LOTS 10, 12 & 24
I s I 4 coda)g en a Ca ir durable hardwood stakes with a 2 �.� J !.J L. �f J L Y :�s d ENT \/� IN
izir,1:jb,incl]cross section should.driven
pi mb,through Me 1 .. AY -ROADWAY -RD AY _Htr• AY - -HUA AYOld FMN SIG J 0 H[I�S 0�T RIDGE
max..Interval of 0 feet or a [Rm interval
� GE OF CURB AY Notes: Road
Trench in a silt souawatne is placed in a 4 inch INLET 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland
e silt
*sort Slakes srOtild be p.c.
Wood M or Com sl ground 4'Mln boundary and/or around protected trees,providing a radius of at least 1.25 feet for each \ SR-1350_- - for
W d height m 5. km center
emewh n LEGEND of sockshratt.re'sienonpas' a Inch of trunk diameter. \ \ //k\ �/° T�1�1,.�\'1 I�1 �TfTI [/��
urvmErvcH.O INSTALLATION ENTRENCHED IrvsTALiwnOrv• socksrwaiues ere used on pevemen0 heavy 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on \ �$lX,G L IJ L-V JL I 1 1 L L L C
,r.iewwKmiv.m.corv.�mr.c.renavamwwv..mw,:. concrete boos shall be used henna fie sic ---
IsoM.TRIcwEw v old place during .even.. DIRECTIONFLOW schematic/diagram and field adjusted,if necessary,for placement at low poi..If lots are
MAINTENANCE: SILT.Irvc. --- contiguous and have different land owners or builders,each lot should have individual Sip - 7
Fences.
N COMPOST SILT FENCE OUTLET ® a.Install required sat Feriae within to feet of property line to ensure mere is no conflict with ELEVATION TOWNSHIP JOHNSTON COUNTY, N.C.
ror march horen,. xlNma cow aA,Es CONSTRUCTION as 1. Inspect silt sock/wattle at least weekly and a� ENTRAN Scotia system.It is the responsibility of me builder to ensure the instanatinn of sediment SCALE: 1 100' JUNE 2024
'hI MMee Desp Do= e(2w ('coo m)(bra m)(coo m) o1^nm 2. amemo>rn p see Ogg or CURB INLET � control measures does not impact the septic system and repair area(s). f -----
4. GRAPHIC SCALE
nm)h m) ec Al least one Construction Entrance/Exit is to be installed per lot.
Sheet Fbwv mTa ee mskye so tt ,,ado Lwa I,eso 3. teZioltenithea 5.Waste bins and other areas dedicated for managing building material waste shall be at \ 100 0 50 100 200 400
11 P Wilt Sock/a sit(aq (,earmj Mermj Feet .t Fw ur�a different measure. lees[50 feet away from storm drain inlets or drainage ditches unless i[can be shown that
warkArea aloe m (eosml (sezml <�pm) B be�mageeaeisloegea enmaratlemanveexisls.pinissepaaauneannutbeauhieved,maseareasmuslbe / 11/101
ENGINEERS
Tilt4tawo T. N. Is 22. sitinspecteduntilland contained behind Silt Fence. •
- p %I a I m%n p..: SMir measure has Is co permanently stabilized.�9. ne, „aa ,ai (s24 6.Inlets downstream of disturbances should be protected,streets should be swept when \ PLANNERS ( 1N FEET )
t/mym) /mym) /m/m) t/mym) Ikmkm) disturbance lew^p compete the area above sediment from the construction adiHty is present.
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION ..\NC-Environmental.jpeg 7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are SURVEYORS MOORMAN, KIZER & REITZEL, INC.
Ioo tit 115 BROADFOOT AVE.
provided on additional sheets.Erosion and sediment control details are not dawn to sale.
F"E' TYPICAL LOT LAYOUT WITH CURB AND GUTTER MOORMAN, KIZER & REITZEL, INC" FAYETTEVILLE, N.C. PHONE [phone] FAX [phone]
LICENSE #: F-0106
LAST SAVED:5/30/2024 10:55 AM LAST PLOTTED:2/e/2024 MOO AM PLOTTED EPS Dennis Gilbert FILENAME.G\CURRENT JOBS\ASG RESIDENTIAL LLC\23-2355-11 JOHNSON RIDGE-EC\PLANS\JOHNSON RIDGE EC-LOTS10.12&24.0WG