NCC232677_Site Plan or Location Map_20230906

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T+FCONSTRUCTION SCHEDULE ` `` \ \ / �\ �� A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
RpsER sp-vc / NCGS 113A-54.1°IS AVAILABLE FOR USE IT CAN BE COMPLETED BY HAND OR
1. Obtvn all neessary permits andplm approvals.Erasion and Sediment Control
i ¢1„.0:41:
/ \ \ ` ( \1 \ COMPLETED AS AN EXCEL SPREADSHEET.
pfS inErkiiee:siiCigmAebieopc7,,,a,o:nupwiyai7:")permit and a CertificateofCoverage(COC)must be obtained bef any land diewbing activities / \ AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
sin c copy of the E&SCpermit,theCOC and a hard copy of the plan must be kept on site,prof bly iv a � EROSION AND
ppQ„ bC� e box,and accessible rimingiru:pcetion. / \ \ I I / SEDIMENTATION CONTROL PLAN THAT S KEPT ON THE PROJECT SITE.RULE 15A
PGeflo� n2. ravelconawctim enhances fimL then siltfmces,reinforced silt fence outlets and wattles. \ \ INCAC 048.0131 STATES THAT'...DOCUMENTADON SHALL BE ACCOMPLISHED BY
SR.113} o� 3. learing and grabbing any nmessary areas on Ne lots as they are stoned. / \ \ \ -� )) \) 1 / // INITIALING AND DATNG EACH MEASURE OR PRACPCE SHOWN ON A COPY OF THE
op° ri: d. t grading and excavation activities /) I APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
q, sRyuy �L 5. r continue widrhouse consuction activities. / DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
FyAro `� 6ll rough grading and M1ouse corewctiovPRACTICE.
ass ], inriveways,walks and patios. \ \ \ / ` /% / /� /// CONTROL PLAN..
EVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
8. Begin fine grading of lot areas \1 _- •
9. Firul grassing,mulching and stabilizing of lot.a most cases this will involve the installation of sod on the lot. \ /
The silt fence will remain in place until the lot is sodded or grassing is stabilized and rakes hold.
10. The contractor shall conduct self-inspections of the erosion and sedimentation control measures and complete �- \ /// / 7./
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SITE o the following combined 0MinnsalTp20 farm foundMftes on the DEMLR webaarhttpa i ` // SODDING
Tp Goner/file.. .g t dML gSW M ml%g-Fand%Rey-Ma°20R /S melve MPhs of
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General%20P .DEMLR-CSW M 't g Forme-Rev Augus 8 2019.pdf.Twelve h f plate \ \\ // /! / / / 1F/
p 'e r shall b kept d available f p all .I recommended copy be ////
Lay soo in ns76.6a.
°. ��O' keptb erosion
mA541()15A NCAC measures re to
III A and \ �� / /� �/ I / / // / / /
.c o �' a5 u. s Ir p I a sedimentation I bop r a 1 every _ /� /�i \ I/ I/ - ��
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dy l within 24h f every - All
h 1 inch. rid P- shall \ ' / 1 axes n..Ta Mn xa Psnas.
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2 NSRa d tenor d ly to mainuin measures as designed.All ESC shall J"specifiedn 1 //// // / r / / "u �
o b `o �t¢-AO Zb h e details h plan.A gauge shall b in lled h project
to f nit monitoring.
/// \ / /
Tj m N 12. I Inspection df 1 plan I t Wh th p J ample h pe es sh II o ec DEMLRm \ /// \ I I I / // / // �B
Cr.0, close out the E&SCPlan.After DBMLRinfermsthe pemlittee of the project close out via inspection report, // _
the permutes shall visit Meq.nc.gov/NCG01"ro submit an electronic Notice of termination(c-NOTH A 6100 \ /// //
w eg.T o annual general permit Re will be charged until the e-NOT has been filled out. \ 1 // ( M�en exco waasonv.
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VICINITY MAP / \ i
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I <m ,,1 I / / I / /// ROADSIDE IIIIIIII I I - - _ - / if I'll iO4 II u II ,o,n °°u°
N.T.S. I I ROADSIDE DITCH
/ IN (I // /I I _
DATE: I PAGE: i
\\ 7 DAY DRIVEW YPPESHAE IBEENCN'TALRE '/%//ITCH �Q`` \/ �, / ) J ' I / I I //// f~ °Fvsraoor.,.,F. aMlrv. FENCE / (TYPICP ALL LOTS)/ DRIVEW V �,^:y. CONSTRUCTION )))) / I I ) I I / /
'js'}•�� ENTRANCE / /
YYWW PIPE IN D CH CONSTRUCTION
_ _ �ShO II }) \ �/� ^ IMIT / / /,/ f / / / /
it 71 / '� _SIL�TFEINCCEE- ti_ / / / / // / I I I ik . . . 7// / /
///. - 1J I / DATE: PAGE•
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TOP ors LTF l \ I I /// /// \ 33� / .
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///N/// "�WATTL OFFSITF
rnE wnsxeDs . "a'`C ssg FOR
Apr STET // /
NE / /%/'�[=j// �CONSTRUCTrON �L-6T I I / �A" "B" •,C, ,D" "E" "F" ••G•• "H"
s .. ///`�TTT/// LIMITS 4v'f y g3S � I I I// I R ¶ lj ✓L r vF iT ✓! ✓! `�i S,
/ / a EINFO�RuCED �7___.,.. ..___?.....)
I I /I INI
HARDWARE CLOTH FRONT VIEW
/ ///L�..-rw La./// ROADSIDE O TLE \ / /I / / / u '� T J/' '� `�
�: /-ITC= y� /X
FILTER 0,67WASHED STONE I amlrvrRENCN DFP6TE / // R ous ¶ 11 M t -THous HODS h Dus n'NDUS ROCS Has
L
.1 FILTER
// i3/ SEPTIC FO /"
45 I 'z APART MIN. •� ANDN sow E _ - // / /
:r;�e�I NOTES: INTO SOLID GROUND / /// / \ �� �� / ////// / / EOP t.+r yr�T�::� x-� J ^--r-' LI •cI
;': oN caourvD / / nil---T T ii r To-
3,
;7j::I 1.Hardware cloth and gravel should overlay the silt fence at least 12 /
wa
o :: AI Inches. // /// / =20 Y /
'::�I 2.Stone outlets should be placed on low elevation areas of silt fence ° \33a /// /// / �/ / / 1/11 LEGEND NOS u
11\\\`\ and based on field conditions. cb \ ///
/////// // // \ 1.If needeQ Tree Protection fencing should be installed along the buffer zone,wetland
URr MAINTENANCE ��I /// / ��OFFSITE� // // FLOW N SILT FENCE @ boundary and/or around protected trees,providinga radius of at least 1.25 feet for each
orl.Per NCG-01,inspect outlet at lest once a week and after each linch or OJO rj /// /// / ^+EPTIRy/ // / / inch of trunk diameter.
HARDwnaE CLOTH FILTER FABRIC INTRENCH greater rainfall event Complete any required repairs immediately. 2 /// /// X LOTT / 2.Install Silt Fence on the low elevation sides of each lot Install Silt Fence outlets shown on
2.Freshen stone when sediment accumulation exceeds 6Inches. // ...---_.0
/ �` /// �o-T� schematic/diagram and Feld atllustetl,if necessary,(m placement at low points.If lots are
3.Keep mesh free of debris to provitle adequate flow. ¢ /// /// / - - - - - a contiguous and have different land owners or builders,each lot should have individual Silt
E a VIEW 4.Remove sediment when half of stone outlet is covered. Z �� /// \v/�-./ �� ® Fences-quireproperty
5.Declare stone as needed to facilitate de-watering 4 -_ 320 /// 3 0 / - s / -- ' 3.Install re tl Silt Fence within 10 feet of line to ensure there Is no conflict with
-NNE-Envir MIui.meg SECTION DRIVEWAY -//� ' -7� - CONSTRUCTION ErvTRAN septic system.It is the responsibility Of the builder to ensure the installation of setllmant
��fI SILT FENCE OUTLET CONSTRUCTION OFICF / / control measures does not im ctthe sat , dre
- J PIPE IN DITCH n/ SEPTIC FOR / / pa septic system an repair area(s).
---___ \ \\ �- cur // ENTRANCE 1 / /� / j. / 4.At least one Construction Enhance/Ezit is to be installed per lot.
5.Waste bins and other areas dedicated for managing building material waste shall be at
_ CONSTRUCTION /// -/ / /'� / // least 50 feet away from storm drain Inlets or drainage ditches unless k can be shown that
\ -� 3 CE If to
1. / /// A spq� - - - - - - / / // Is separation cannot beachhieveed,theta be
must be
r / other alternative exists.if this s
_ "' DRIVEWA •�I,/g/r/� / / contained behintl Silt Fence.
�- - PIPE IN DITC-�.•"• �q/ 6.Inlets downstream of disturbances should be protected; sou a sweptwhen
SILT FENCE 'Y ��' sediment from the construction activity is present.
DATE: PAGE: -_ ` -\ w a.^\ ,_,`-(FFP.) ` 4t) / // / S�E / / / / ].Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are
Sit Sock/wane S' 3 k/Wane NOTE: 7DAY GROUND COyE IN DITCH WHERE - �% ///- e N. \/ \ ''''''/ �O/ provded on additional sheets Erosion and sediment control details are not drawn to
MI mbe MI 1. - equivalent protection -� ` E1NAY.PIPES"PAVE BEEN INSTALLED /// / /� / ��/ • //
rLowz� MI, / L6e@C re me D.1,42.2020 scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES
=i. mall. a •11. sae mar be subattuteaa \ (6,bAL ALL LOTS) ,- AY r/� e/ / /
_ 11 Tfeil'_II. wen \ -Q / PIPE DITCH �� 9 /// .7---
--- "
fl■ desiredsuch �._ // �IL ENCE� s / / // DATE: PAGE:
Stakes 13 'I Stokes 6. c 1 0�'a°p�a°°m \ \ /i a ) �N ,• l/ ,E . . / / / /
SECTION SECTION beyond fat arms should be located at hedge4oftew - - - O /� t / / 8'///// / / ��� / /
ROADSIDE 9
land diDurbance,The ends of the silt ' ---- _ DITCH v w �/
'`to tl should be turned around me enemtnm - \ /// �� WATTE ! / /��/
q�M'k- <o s.eAs* tl /// /// SILTFENCE /
silt inch x 2 in.cross section Mould be draen GROUND STABILIZATION 0 „' \ ���/ / Q %� •�P
Mp SITE AREA STABILIZATION /// / / �'h�.r,,: // / / / �Oaa ,41
40koo
varli ...refl.do 4N
sac ebe Paces eta terrel EXCEPTIONS /// ROADSIDE tb maximum wa maximum n DESCRIPTION TIME FRAME / / DITCH ��'•' ATTLE INFORCE - -4- -/ ENO / ista ,
Trench-n ° rue a ported n a il nett / // ` 7 SILT FENC D x� I I I 1 1 1
Wood room or Com st ground a Min. 6 tre . PERIMETER DIKES, 7 DAYS NONE 0 // Acs
e.
To 1/2 height of o9 n tpossible le when / / v° / ,r OUTLa - / < �' m^rq
urvTRErvcNEo INSTALLATION ENTRENCHED rvsrAL on pavement)heave SWALES,DITCHES // /// /
tar orvNN w u h n &SLOPES /� LTNSIMITS ON .•
sea behind the / /// // LIMITS � � // // I 1 I;4:71
I I::•.
1 1 1 ace du"ro m"olleve.. /// . - - / /I 1 1•1 1•saMETR cv Ew MArvn HIGH DUALITY 7 DAYS NONE /// /� _y ATTLE REINFORCED / / / Etiodirsti.
1. MMamw..ar anti aiMr WATER ZONES / ' •• 1 1 I I I1 1/// /// SILTFENCE / // / \a.m..Seaallerlf and any debris es (HOW) /// /// OUTLET ,_l_l -
ns pa mil.FInwa. � / /� / ••7 • .N.
mruimen<neaseeksIAe,aea pas g"pren:f ez "`ha antemusrb SLOPES STEEPER 7 DAYS IF SLOPES ARE Mulch or.mpost to al.for a equa e flow / /// f ® I \/• { �• // l 6MI" •I�``V �'_;_,
tso<kpa^m'T (iaoH m)ct°iom1(aoo'nm> a(mi THAN 3:1 10'OR LESS IN /// /// / 7 ,gP .w JI / �, .e .
/// // REI FORCED J
Sheet rmw� LENGTH AND ARE / e lf..
sin wattl sock/x`�`7(9i) (mermi(s°zermi WM.0 (arse re) (soot 1 NOT STEEPER /// / y�_-_ s FENCE I( Y=`I-w
watt.. xm oui„nrio. T. n. ts. zz. ao. s 4. Reins...raged or dislodged. THAN 2:1, 14 /// OUTLET -
jn mjx sin%h mjx Sr DAYS ARE /// / / ...7 /� I 1 ' construction: Maintenance,
P
ins m/ ire i is]a / t.Clear the sentence and exit area of all if
to, vn °` /m/m) /m/m) /m%m) /m/m) /m/ml mascots ties been permanently stabilized ALLOWED /// / I I vegetation,roots,and other objectionable 1.Per NCG-01 inspect at least once a week and after each 1 Inch or
SLOPES 3:1 OR 14 DAYS 7 DAYS FOR "/ \/ material and properly grade it. greater rainfall,make any requmed repairs Immediately.
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION 0 /� \
• 2.Place the gravel bathe SWAM grade and dimenslonsshownon the plane,and 2.Maintain the gravel pad in a condition to prevent mud or sediment
L FLATTER SLOPES GREATER I / / _ _ smooth it. from leaving the construction site.This may require periodic
THAN 50 IN I {/ 3.Provide drainage to tarty water to a sediment trap of other foundation
outlet. topdressing with 2 inch stone.
LENGTH / / I / I \ \\ \ 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled.washed or
ALL OTHER AREAS 14 DAYS NONE EXCEPT I subject to seepage or high water table. tracked onto public roadways.
WITH SLOPES FOR PERIMETERS / / / / / / \
FLATTER THAN 4:1 AND How ZONES) / // / I 7------",,, / I J l/ \ CONSTRUCTION ENTRANCE/EXIT
DATE:.....--,4
P°ate '� arnv.Emes Strength withoutwith We fen con cove Erne Filter Fabric om Pe PAGE: // / - - - ( I ///
\, °Meng.faenima Fence Wire B"ckfill t / ////// //
A nth /
a steel Post _ dr Compact
` General Erosion Control Notes /// / \ ' �t PAGE 1 of 2
,y the 1 ---0.
sD 1.Only the s shown shall be disturbed. /
Plastic or S�f f
T 2 All disturbed areas shall be grassed and J
core tea I ' thoroughly
mulched as soon as possible and maintained / //// / / / ) ) c
TOTAL DISTURBED ACREAGE: 2.82 ACRES
q pemanent cover s established. I
AIM LOT EROSION CONTROL PLAN
1. t;;g �nm ' ° tin // // / \ LOTS 7-9 & 15
Construction: + Filter Fabric // / �, SCOTT HILL
2.E;mRmar.Sianrobthe`se^men ced° or extra synthetic filter CROSS SECTION VIEW MAINTENANCE OF EROS ON AND S DIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION RESERVE
may Mao.volumes of w.r sufficient tecaum Miura of the structure)
(Higher mn�a
3,Construct the
securely fasten from
rename.ma la atuwort stthwluakai'mmimavoid
m overlap when neIxttpoN.. FOR
arenMh finer..bvwfre mesh fastened serer,to ma LP..sae MM.posts-Extend General-All measures will be inspectedand corrections made after runoff producing rainfalls, per wee any adversely y
a..Mre standard
to.bottom of the Yen..Fasten the,.reinforcement.then Nbd<on.uP°lope 1p g rain a s,or at least once k minimum.The builder will insure that the construction activities on an particular lot do not adverse) affect an of the installed erosion control measures.If lot construction dictates,measures will be R.
side of the fence kameSSea�epairsimmediately, 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 ground stabilizing cover.
A&G RESIDENTIAL LLC
M1asoM rtfenceIs umd.seam poets a maximum or Bleat apart Sulpports should be driven 2.she.tap Mere of a egmmenifence co,,,tear,de<gmpose,
secuGravel Construction Entrance-The gravel pad should remain in a condition to prevent mud or sediment from leaving the construction site.This may require periodic topdressing with 2-inch stone.After each rainfall,inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all
eslhaegmmPlta'°ametr.aroofsispacing does not nob,awls mesh support f ce..ourely objectionable materials spilled,washed,or tracked onto public roadways. QUEWHIFFLE TOWNSHIP HOKE COUNTY
e. Btenthefilterfabricdirectlytoposts.Wereorplasa<ziptiesshoulehaveaminimumof50poundtensu< ,teasevamar«thenetrainandreaceor.saui.onthe SiltFence-Sedimentfencesshouldbeinspectedatleastonceaweekandaftereachrainfallevent.Any repairs should be made immediately. Damaged or decomposed fabric should be replaced promptly.Any sediment deposits that build up against the fence should be removed and disposed of properly to insure ALE:1n=1 JUNE 2023
7. vents m y nines come and a inches p e proposed line orte posmaea a fence. °rem°"aid undermimre me fence audng 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 the fence during cleanout operations. `SC' O�f Erica me themapproai ml ai mRemoveSodding-The sod should be properly maintained to insure that the grass take holds in the areas being secured.The sod should be watered as necessary 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 growth GRAPHIC SCALE
.Place Inches off aN.along the bottom and sloe of the trench. and bring theaea m geaeland stabillizeln Mhe contributing 100 0 50 100 200 400
4.Backfill Ole trench with sod paced over the filter m.and compact.Thorough compaction or me badmu is a drainage area has been properly MOSzea and stabilization of the root bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and if possible.
10.Do rim aaschence Perfem ormance. s. Grassing and Mulching-The area to receive grassing and mulching should be properly fertilized and limed as necessary as an initial step in soil preparation. Once the grassing has been placed,the area should be maintained as needed to insure that all areas are germinating properly.Any bare areas should be = MMI
fier ° repaired,and reseeded as soon as possible.If the time of year does not permit the establishment of a permanent grass,then a temporary grassing should be used until the growing season permits the use of a permanent grass.
sett Wattles-Wattles shall be inspected after significant rainfall events.Rills or gullies upslope 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.Removed ( IN FEET )
ANC-Envirg,men tot.Jpeg SILT FENCE sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. 1 inch = 100 ft.
JReinforced Silt Fence Outlet-Remove sediment deposits as necessary to provide adequate storage volume for the nett rain to reduce pressure on the fence/outlet.Take care to avoid undermining the fence during cleanout.Remove and replace stone as necessary as it becomes clogged with sediment.Remove all MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. PHONE[phone] FAX[phone] LICENSE BF-0106
LAST SAVED:6/21/2023 2:07 PM LAST PLOTTED:6/22/2023 6:09 AM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\A&G RESIDENTIAL LLC\23-2856-03 SC07 HILL RESERVE-EC\PLANS\SCOTT HILL RESERVE EC-LOTS 7-9 tk 15.5W0