NCC242626_Site Plan or Location Map_20240827

I
CONSTRUCTION SCHEDULE R � \
Po I.Obtain all necessary permits and Plan approvals.Erosion and Sediment contragEffise>cem,a ana a Certificate of Coverage SODDING )
\ 1 1 \ ( ( / / � 1 I 1 / � 1 1 1 � � \\ \\ �_��/ / �^\\\\ \ \ \ \ N.„.
� \_ \� _ �'
p0 (COC)must be obtained before any land disturbing.cavities occur.Acopy of the EffiBC permit,the COC and ahmd copy of Ne \ \ / \ __
plan must be kept on site,preferably inapermit box,end accessible during inspection. 1 1 ( I I / / // / / 1 1 1 \ \ \ \::____
-/� /// \\\\\\\\ \\ `!% d. `06z.malt waenmwdon rntm«ea sins.men eat those.,mkkmea silt rend - -\ \ ` \ 1I I / / / / \ \ 1 \ 1 \ \ \ ` / / ^ \\\ \♦ \ \ \ \ \ / -�ti norms hire wamea. TIE.,AGAINST EACIIOTHER
3.Finisn<leaane ana 8mbbine any nucasmy areas on the lots as they are strtd. \ \ \ \ \ ( � I / / � / i-\ 1 1 \ \ \ \ \ \ -- ` ♦ \\ \ ►sE s ROAD ra :la
a.Begin tat grdmg ana exaaaaaon aarh;nea1111.1111111111.
NOT A SHARPENED
\ \ ` / \ \ / / \ \ \\ \ \ \ \ _SR ttT4S.Begin or continue withM1ouse constrvetip activitiesN� axos AxoTalMMwa mesas \ \ \ \ \ \ \ \ ` \ / � � \ `- \ \ \ \ \ / \♦ \ \\ \`\ \ \ \ \ ----J o6.Finish au rongn gmakg ana nonce<onabnnrnn An ar<aa rim aiatmb<a kr 7 dnra node m nave temporary nr cerman<m �1���I\� \ \ \ \ \\ \ \ \ \ I \ \\ \ ` \ - / e/ / \\ \ \\\\\ \ \ \ \ground..installed
7.Iret1ldmeways Ike sod p,ios. 6 ^ \ \ \ ` \ \ \ \ \ --
n� P8.Begin One grading al.areasArcxmcowsEttcv ` \ \ \ \ ��� \ \ \ \ \ \ \ __ - / //�\\\\\\\ `\\ \ \\ \ \��4F ? 9.Final grassing,mulching and stabilizing of lot.In most cases this will involve the insWlation of sod on me lot.The silt fence willM \ \ \ ♦ \ \ \ \ \ \ \ \ \ \ / �\usao eE nplace,mm thl 'soddw brd a k nla \ \ \ \ \ \ \ \ \ ` \ \ \ �\ \ \ \ `Sp o°N e°O"o �e�\o a g \ \ \ \ ♦ \ \ \ r \ \ \ \\ \ \ �\\\\ ��,�O"Pf 4:: 10.Theshall d If' p f M1 d acont.measures and complete me following \ \ \ / \ \ --
4};,'-;,. 6 S SNE b'M If'p-on f fd mDEMLR b ``-/ \ ` \ \ \ \ \\ \\ \ \\ \ \ ( \ \ \ \\ \ _ i/ / ` \\ \ ♦ N:',
\ \\� \\ \ \
?U'-y' 6S W4S40,V6 OAO �a o naps IM1vway.d q. g /b Vd rgy mineral water prograMupdesc°uswction program. \ \ \\ \ \ \ \\ \ \ \ \ \ \ \ \\ \\\ ♦ \\ / - i 1 \\ \ \ ♦\\ \ \ \ \........\\ \
4,- Twelve monks ofco PI spec f shall be kcPL on d available f inspection M all nmee.It is recommended = \ \ \ \ \\ \ \ \ \ \
2 W \ \
$1 �i copy be kept NCAC4E.inape b Ref G8.1000541tbmu8M1G8113A 3 ISO NCAC 04A 0101 mrou8p 15A \\ \ \ \\ \ \ \ \\\\ \ \ \ \ \ \ -- / 7 / \ \ \ \ \ \��\�\ \ \ \ \
p NCACIWE0304 GeneralPermit NCG 010000 NPDES for Co - Activities. \ \ \ \ \\ \ \ \ \ \ \ \ ___
FC`Q &ez O 1Lslf' r ad, 1 bperformedat least once every seven calendar days and \ \ \ \\ \ \ \ \` \ \ \ \ / - i i -_\\ \ \ \ \ \
\ Q s ,pg q 'tit 24M1 f f M1on linch.A needed Hall be made immediately to maintain measures as \ N. \ \ \ \ \\ \ 1 \ \ -- I/ '- \ \ \ \ \ \ \ \ \ \
"�N'� SITE r� gO90 designed. shall a specified 1 Aim shall M \ \ \\\ \ \ \ \\ \ \ \ \\ \\ �\ \`� � \ \\ sr._
\
gn spa Pan Hinges.
\ SR o�4N� 2 °o° et the Protects to for g. 11 \ \\ \ \\ \ \ \ \ \ \\ \ \\ \ \\ \ \ \v�� / \` N. \ \\ \\ \ `\ \\\ \\ \
/I 1 Iuspecion and final accepip¢lenvs.Wneu me project is complete,the permrnus shill contact DEMLR to close panne EffisCEoLL N. \ N. \` \ \ \ \ \ \ \ \ \\ \ \ \ \\ \ // / ^\ \ \\ \ \ N. \ \ \
2 Plan.After DEMLR informs the permittee ofNeProlat close out,via inspection report,the pmrinu shall visit CONTACT \ \ \ NN \ \ \ \\ \ \ \\\�-� / ♦ \ \\\ \ N.
\\\ \
MQQ5 "d<4.nngovMCG01"meobmit anelatronic Notice of annual permit will be charged wi.x wssoa. cvToEoxeadiHcsoo ls" xlaxlz.ar s""w"` \ \ \ \ \ ` \ \ \ \ / --\\ \ \ \ \ \\ \ \ \ \
� �' I N. A.A. \ \ \ \\ \ \ \ \ \ \ / N FC. until the has been sod out. /'��\ \ \ N. \ \\ \ \ �� -/ l \ \ \ •
\`` \ \ \ \ \
O m'e o o"' / APPEARANCE OF GOOD SOD N \ \ N / - \
r �.< GROUND STABILIZATION r I I \` \�\ \\\ \� N. - �/ / \\\\\---_ �\ \ \ \ \ \ \\
^ I I _P"`' SITE AREA STABILIZATIONEXCEPTIONS iliii
u�i4IIII IOUOII xaae°m. I I (/ �� \ \\ \\\\\\\\ \\\\ \\\\\ \�y.�y \ \ \ ppRZ`GL�- / '� �_ _ `\-�_-�� \\ \\N\\� \ \ N\ \
VICINITY MAP / SITE
TIME FRAME I N. \ \ ` \ -A / ^\ \ \\ \ \ \
N.T.S. PERIMETER DIKES, 7 DAYS NONE - ar.°'n TM°" �` \ �\ �__\ \\ \ \ \\ \\ \`\ \ \ \ \ \ __-� -\ �- \\\\\� \\\\\ \ \
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY SWALES, DITCHES � �I_r! 'on.. or,eaaoor x.. \ \ 1 1 ( _- \\ \\\\\\ \\ map \ \ \ \ \ -__-- / \ \---\ \�` �\ \ \\ \`��\ \
NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR &SLOPES - \ \ ��\\ \\ \ \ \ \ ` \ \ \ \\\\
\ / )e4 \ \\ \\\\ \\ \ \ \ \ \\
COMPLETED AS AN EXCEL SPREADSHEET. HIGH QUALITY 7 DAYS NONE \ --_-_` \ \ I �-\ '-_ \ \ \ \
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED WATER ZONES 1 \ \\ \\ \\ \ \'\ \ \ \ \ \ \ \ / \ \�\\\\ \ \\ \ N.
EROSION AND I
(HOW) I 1 / \ \\ \� i 111 I I 1 \ `� l �\ �\ \\\\\ \ \\ \\ N.
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A I _- \ \ \
NOAC 04B.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY SLOPES STEEPER 7 DAYS IF SLOPES ARE / I \ ' I / /' \ \\\ \ \ r I I I I I \ \ 1 \` _ -- - \ \ \ \\\�\ \ \ \ \\
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THEGeneral Erosion Control Notes I \ -- - .� \ \ \\ \ \ \ \ \
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, THAN 3:1 10'OR LESS IN 1 I I I I / 7 \ \\ \ I I I I I I I I I ` \ \ _- --=-- -K \ \ \\ \
LENGTH AND ARE 1.Only the areas shown shall be disturbed. \ ` \ I - <e \ \
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, Y 1 1 1 I / // \ I 1 I I \ \ \ \ \ ----_--_3 --m \ \\ •\ \\ N. \
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION NOT STEEPER 2.All disturbed areas shall be grassed and mulched as soon as \ \\ ( I \ I I I I \ \ `-�'/- ----- _"" ��\ _ \ \\ \
CONTROL PLAN.- THAN 2:1, 14 1 I I
possible and maintained until permanent cover is established. \ \ \ \ ---_ \ J \ \ \
DAYS ARE \ I ' I III I I I I I I ( \ \\`\ \- �/�/� --__,. �\ • \ \ \ \\ \ N.
ALLOWED o, \ II \\ \\� \\� - --�-=3 �\\\ \ ♦ \ \ - \ \\\
THIS PROJECT IS IN A PUBLIC SUPPLY SLOPES 3:1 OR 14 DAYS 7 DAYS FOR \ t I \\ NWATERSHED(cos-rip AND ALL REQUIREMENTS FLATTER SLOPES GREATER pursuant to G.S.113A(3),provisions for permanent ground cover ro O \ \\ \ \ ( \ 1 I I I ) I I I I I III \ \ \\\\\\ ////- ----_ .....----2::
\\\ �♦\\\ \ N-_ `\ \ �\
REGARDING SENSITIVE AREA THAN 50 IN \ \ \ \ 1 \ I ` I I I 1 \\ \ \ \\ \ \\ -� / AINDER OF--- \\` \ \\\\ \\ �\ a \ \ \ \
WATERSHEDS SHOULD BE FOLLOWED LENGTH sufficient f0 restrain erosion must be accomplished for all q Z \ \ ( J \ ` \\ �3 \\ \ \ ` / REM -�ss� \\ \ \ \`
disturbed areas within 14 working days or 90 calendar days \ \ \ \ 1 \ ) \ $ I I 1 \ \ \ \ N\\� \\ //XOT4 TORE-Mglr� \\\ \ \\\\\\ \ \\
ALL OTHER AREAS 14 DAYS NONE(EXCEPT 2 \ I' ` •\ \ \ \ \ \\\\ /tisTgRBE6 \\\\\\\\\\\\ \ \ \\ \
WITH SLOPES FOR PERIMETERS (whichever is shorter)following completion of construction. `\ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \\ \\ \ \ \\ `-- //// I•/REINFORCED Ito \\\\N\\\\\\\\\\\\ /- \ \ \ \\
FLATTER THAN 4:1 AND HQW ZONES) \ \ 1 \ \ \ \ \ \ \ ) \ \ \\\\-.\\�\\�N\\\\=_ -,- ,, _.-�LTT E- +'a \ \\O\\\ \\\\\\\\ \\\ r �\\\\\ \ \ \ •
I \ \ \ \ \ \ \ I�CONSTaUGTIONX°JET-�, \\ \\\ \\\\ \\ \ \ \
\ \ \ \ \ \ \ \ �� \��_ _� MSS' \\\\ \\\\\\ \\ \ \ \ \ \ \ \
DATE: \ \ \ \ \ \ \ '_ - Qr \ \ \
PAGE: \ \ \ \ \ \ \ \ \ \\ \ _ �_.. \, \ \\\ \ \\\\ \\`\\\ Il \ \ \\ \\
DATE. PAGE: •\ \ \ N \ \ \ \
NH$«k/wattle path/Wattle SACS: \\\\ \\ \ \ \ \ \ `\ \\\ J W /' Yu \ \ \``\\\\\\\�\ \`\`\ / > \\\\�♦;
P0owz� MIrea pre �I ,. an - g.quwelem protection ^q^ ^g" p \ ` /
.C,. .. �.E. .F„
may be ap •'G• ..H,. \ ♦♦ N N.
\ \ \ N.
��Tn WATTLE y•1.5 \\\ \ \ \\ \
lea -11�,r=TI�II nee"ledror \\\ \ \\ \ \ \\\ \ \ / q� \ \\\\\\ \\\\\\ \\\\\\\1 \ \ \\
♦\� E
Z :. us e= Ir \ \ \ \ \ \ N. 1 _SILT FENCE \ \\\\\\\ \\ \\ \ \ `
Stokes I s dwmlythro�ox \ \ \ /
IT i i gm g <gadannde a P.) I \ \
pesinstalledpare 4 ti I % % / / I I e \ \ \ \ \ \ \ \ __ , n 1 \ \ \\ \\ \\\\\\\\\ \\ \ 1 1 \ I \
HODS 1f u ll HOUSE O HOUSE \ \ \ \ \ \ \ \ \ \ / \ \ \ \ \ R Ore \ \ \ \ \ \\\ \\1\\\\\ \ 1 L---'\
6ECT ON SECTION and a minimum of should be
tin are \\1 7 \
en s))locereed below E HOUSE D HW \ \\l7
flat areas should he located Odle land distabance.The ends of.e silt �� \ \ / \ \ CONSTRUCTION y \\1 11 �I\\ \ \\
1 ) \ ENTRANCE WATTLE O.-�
R° O.. ''rD a.M.. a enao, to V A V \ I / R oz \ 1 A I I ���11A
silt sooldwatile(s). qq _ A I \ \ 1 1 \ \ I I / I ) I / I /\ ` \ \ 1 1 I I I I I U I I\\ \ \ /--
I I 4. Oak or other durable hardwood stakes with a 2
iech s 2 inch cross section Mid be driven C. r t. WIt.ED6E-UAW
Y -HU NAY -RDADwAY -HUA AY -HOW Ay -HU AY 1 \ 1 1 \ 1 / // �/ �\ WATTLE -/ 5I O o 1 1 \ I 1 I I I I I I II I I I 1\
vertically plumb,through the center of the silt
L Notes REINFORCED Z
socldwattle.Stakes should Pe placed at a `ET 1 If needed,Tree Protector fencing should be installed along the buffer zone wetland \ ' 1 1 \ I / / 2 / / SILT FENCE I r ONSTRUI;TIOIJ \ I I I\1 I III I 1 I \
boundary and/or around protected trees providing a radius of at least 1.25 feet for each f 1 \ 1 I I I ' / \ / / \ OUTLET \ LIMITS I I I 1 I I I I I \ \ \ 1 \ \
or spin a g nd4 Mn `h LEGEND Han or bankd'ameter. 1 I I I I I / / / ♦/ /// // / \ / T°4 ,. ,\ / l 1 1 I I I I I 1 \ \ \ \ \ \
To of/2 height of log S. In_ r- 2.Install Silt Fence on the low elevation des of each lat.Install Slt Fence outlets shown on _` q �M�r \\
UNTRENCHEDINSTALLATION t'hewn N schematic/diagram agrem and field adjusted T necessary,for placement a[low points.If lots are / I I I I I I / / / / \. (0 11gY "W%N°FRO• Y�\ / / / / I I I I I \�\\ \\\\ \ \
'"'w"`".°"m,."°,""'°.TM`a'°°"'s"'''"""""",: M it in lace during runoff.. contiguous and have different land owners or builders,each lot should have Individual Silt / \ GN NO NO'b s I \ \ \
ISOMETRIC-VIEW sock/wattle ink ha be...bind me.t SILT FENCE -'-- Fences. 1 I // / 1 I ' L--/ S0. // // /\1`°s�°� °� SRO'>a,_ `1, 3 / I ( I I 1 I I I 1 \`\ \\ \ \ \ \
1.MAINTENANCE:span' r ® 3.Install requred Slt Fence within l0 feet or property line to ensure there s no conflict with I I / / I / / / \•`BNN BFO, .1. / I I I 1 \\ \\ \ ♦`\ \
CONSTRUCTION septic system Its the responsibility of the builder to ensure the installation of sediment ) 1 I / / / / /ILTFENCE�^' I I 1\ ` \ \ \ \ \\ \\
MUICh Or am tyros SOCK N aw FLOW RAMS as CURB INLET ENr�N � control measures does not impact the septic system and repair areal.). I 1 / / ` // // // \ / (TYP.) \�i • I 1 1 \\ \ \\ \ \ \\
---
for um,encned So ps p COMPOST 1z rim 1e rim z4 rim sow z. ante must ore replaced if nee r 4.At least one Construction Enrance/Exltisto be installed per lot. 11 I /r<, / \ \ \ \
needed to
cod e m one a rim) (am rim)(4so rim)(Boo rim) nix) 5.Waste bins and other areas dedicated for managing building material waste shall be at / f / / / / / \ / // / // /y4,� \ CONSTRICTION / '/° I 1 \ \\\\ --�\\\\\\
Sneed Flax p�aTo Be t s°°�` . CURB least 50 feet away from storm drain Inlets or drainage ditches unless It can be shown that / / / / / / / I \ ` -^ / / / / /� �j EN�IANCE 5 // \� '- l 1 \ \ \• \`- \\♦\\\\
-_ Silt sack/"t<°s,.Slop Oman) (uaFm] p sock/wattle may need to be`replaced wima o other alternative exists.If this separation cannot be achieved,these areas must be ` / /,�+ �e / \Y - 1 \ \\ \\\
W.des f Wpttlp Pas mI (va") fsoo ) 4. no
contained behind Silt Fence. / / / / / / ) y !d / /'` / I \ \ \\\\\\\
x mini.Rate
7. D, 15. 22 . s 6.InietSldownsiream Of dIStUNances Should be tested;streets should be swat when / / / ,l' / / \ \ \` \'-\
nwougn =. ift g m/tit m/n m/ft T:B a aeaimem from me construction active prat p I / / / / / I / / /err /I WATTLE / / \ \ X. \ .\\\ \
(w )/ (1 ( (J bl052 y is preset. 2 1 \ / 7 \ \ \ \ x
I/m/m) I/m/m) I/m/m) I/m/m) I/m/m) ..samosa p an v .\NC-Environmental.ipeg 7.Details for silt Fence,silt Fence Outlets,Construction Entrances and other measures are / ( / / / I / / �/ ///q� .. / /WATTLE --\ ) \ \ \\\ \\‘N--,-----,---„, \
disturbance.a compete and m.area annva m
been ., ..w ale
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION provided on additional sheets.Erosion and sediment control detalls are not drawn toscale.
/ O 9 ' --
REINFORCED \ \\
FFFE^tin-=BnTE.�'I,L 2n2,r TYPICAL LOT LAYOUT WITH CURB AND GUTTER \ \ \ / -�---' / / /P°I O4/ i'err, SILT-FFENCE 97 2 1 \ \ \\\\�\ \
L ri rr ) // 1 //Ip1Y QO �e- xv (TRH "-OUTLET i \ // / \ \\ \ \\\ \
DATE: PAGE: \`\`' \ _i-- // // /Q` Qor i_,F TQR OOF M`��`��M / / , -4-- ......../ , \ \\\\\\\ \
GATE: Wve Fence Filter Fabric PAGE: \\ \` - //„b / / '� N i<tST� -,-,....*7(kj, 0 \
�I" f max.Ems W Max.Standard lrength A mnncwlmom wire fen Wire Fence Wire Bnckfill trench \ \ -��" /I- // /// �/SILT FENCE
� /LNlL'f6//j I  \ --_- ' ,,.....--
.eel '/ \\ \\ \ \\
d Compact \ / / ( ) _ B
1 Steel Post thoroughly
ugelope / \ �- _�a '--- / / --- _ -_ __ \ \
7 / r - / / // �•\-COINSSTRUCTION i � I I / '266-_-___ - ---
t ENTRANCE / --' -_ \ \
Plastic
or -_...� / /// / /WATTLE - _ / -' = _ \\
�,6z4 ash _ / /� / _-_- \
ties rMn �G�O .S sa. / / / / REINFORCED / ® / \ ___ \ \\ \ \
Ca 1 along lire loom �` / - M / LT FENCE / _\\ \ \
QJ f Fzp^ro/ 1, / /� \ /OUTLET / / to _ / -1` \\ \\ \ \
■ O /-/ ` /WATTLE 1 // 000 I N \\ \ \
1 Filter Fabric el / /w �rlTn, // // ` / / POxB'� _�/��\ aA \ 1 /I a �\ �\ `\ \ \ \\
1. GonStruct the na lH'gherknus tie• ..•..ram..• � x� C PSTRUOTION Ja$-- \ t^\\ \\ \ \ �`\�\\\ \ \ \\ \rremlrarrerananaam Strength or so-engm synmeec filtrkbn coos.SECTION VIEW / , .bw � `lQa LIMITS REMAIDERO� � - \ \ \ \ \ \ r \ \ ` ` \
3. y impounde rteervolumes ctho 2.En.re that.0 height of the acontinua.roufficient to'ucu fro me tenon of tit.'ailUre Of the ,wment fenoe does.exceed 24 inch.a',warts..the
lank.menla me are 1 sMn •'�s� LOTH u N _-_ \ \ \ \
chasten me filter<os,only at a support post with 4 feet minimum overteP to the nextsps, fit- + S N I \ _ \ \ \\ \\ \\\ \ `` \\ \\4.Support standard \\
the wire mesh support nto the bottom noftheby trench.Fasten.wire reinforcement,then fa n.op slope f tono.week on,
after
/ - _ -�jAfiti' 'I c..,dti`" � \ �\ \\ \\ \\ \\ \ \\side of. \\ 1\\ \ \ \ \
e a maxmum of 8 feel apes.Supp Shedd ddvan sediment lenoe collapse,tear,ere -
securely Into me Br ere a minimum used,
24 inches. p 2 \`�-_ \ \ \ \ 1 ! 1 1 1 \ \ \
5.w Wire or ound tensile Construction: Maintenance: ��e \ \ \ \ I ' \ \
6.kstensme`fillerrenrifearectlybpainAfirerpuero`ao ties.haute have eminimum asp poum,enxie 1.Clear the entrance end exit area of all vegetation,roots,and other objectionable 1.Per NCG-01inspect at least once week and after each 1 inch or \
3.Remove sediment
posits as necessary to
vlde
material and properly grade it. greater rainfall,make any required repairs immediately. 1
7.Excavvate the trench approximately 4 Inches vide and 8 Inches deep along me proposed line a the posts and retepMxundermining dm ae�e`sure during material 2.Place the Ito the.specific de and dimensions shown on the plans,and 2.Maintain theprevent \\ \ \ \ \ 1 \ 1 \ / 1 \ \ \ \�
cingwatedsis and unskbk sedimentdeposit grave pas grade p the co str in site.This
to mud ri sediment 1 /
e.w the banter.
elOng me bonpm and side of Mrgn and akblli:en re,.pit him Hg smooth it. from leaving the construction site.This may require periodic �� \ 1 I \ I \ \ \ \ \----
- ��
3.Provide drainage to carry water tel a sediment trap or other suitable outlet. topdressing with 2 inch stone. \ \ I I 1 / \ \ \ -- -
p p from a.Remove all ran
Place t2 inches and wing lie area grade �i
e.sews the trench with soil placed over,nemtr fabric and compact.Thorough cpmpnioname lmckell is drainage area has been properly stabilized. \ //I
1a.co.toessence kbncmanc existing trees. 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or '` 1 I / \ \ \ _
Aj _
net attaCh
subject t0 seepage or high water table. tracked onto public roadways. \ / /
..\NC-Envbernaentukjpeg CONSTRUCTION ENTRANCE/EXIT \,, -\ \ / _- \` \ \\
SILT FENCE 1 11 11 I i < l ' PAGE 1 of 2 1 __
1 I I I
1 I TOTAL DISTURBED ACREAGE: 4.04 ACRES
DATE PAGE: LOT EROSION CONTROL PLAN
MIN. _ �6ILTPENgE LOTS 4 - 6
+ L IIIIIIII Mini Milli 1. MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION N
- .. LAURA H. MARION
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,measures will be
THE wnsHED ST j �v 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. MINORSUBDIVISION
- Gravel 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
s O
objectionable materials spilled,washed,or tracked onto public roadways. FOR
VVIRE FENCE
HARDWARE CLOTH FRONT VIEW Silt Fence-Sediment fences should be inspected at least oncea week and after each rainfall event.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
� RY WIRE FENCE,
riono 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. O N S I T E HOMES, L L C
STEEL
cans/ce STorvE _ FENCE D CLOTH IN TRENCH Sodding-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 mot zone and prevent dormancy of the sod.The sod should not be mowed to close,since this could inhibit adequate growth
z67� caourvD INTOsoLmi uneAse AND HARDWARE and stabilization of the mot bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and if possible.
NOTES: GREENWOOD TOWNSHIP LEE COUNTY,N.C.
T.Hardware cloth and gravel should overlay the silt fence at least 12
�p^re Grassingand Mulching-The area to receive grassingand mulchingshould beproperlyfertilized and limed as necessaryas an initial stepin soil preparation. Once the grassinghas beenplaced,the area should be maintained as needed to insure that all areas are germinating An bare areas should be
e°47dio a°g Ntcne D D ySCALE:1"=100' APRIL 2024
off, 2.Stone outlets should be placed on low elevation areas of silt fence 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. GRAPHIC SCALE
and based on field conditions.
MAINTENANCE: Wattles-Wattles shall be inspected after significant rainfall events.Rills or gullies undone 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
BURY WIRE FENCE AND B RV V OF UPPER E.E OF 1.Per NCG-01,inspect Outlet at lest oncea week and after each 1 Inch or sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind of water.
HARDWARE CLOTH FILTER FABRIC IN TRENCH greeter rainfall event.Complete any required repairs immediately. III
2.Freshen stone when sediment accumulation exceeds 6 inches.
3.Keep mesh free of debris to provide adequate now. Reinforced Silt Fence Outlet-Remove sediment deposits as 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 as necessary as it becomes clogged with sediment.Remove all
SECTIOs VIE. 4.Remove sediment when half of stone outlet is covered. fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. ( IN FEET I
q"" 1N lbeg 5.Replace stone as needed to facilitate de-watering. t inch = 100 ft.
J � SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
NC-Envir
PHONE[phone] FAX[phone] LICENSE BF-0106
LAST SAVED:4/11/2024 6:52 AM LAST PLOTTED:4/11/2024 9:21 AM PLOTTED BY.Dennis Gilbert FILENAME:0\CURRENT JOBS\ONSITE HOMES\24-2724-04 LAURA MARION MINOR SUED-EC\PLANS\LHMARIONEC-LOT34-6.0.0