NCC242443_Site Plan or Location Map_20240813

`, CONSTRUCTION SCHEDULE /- J ' I - / / '/ / \ \ --- --
I.obtain all necessary permits and plan approvals.Erosion and sediment Coutr01(E@sC)permit and a Certificate of Coverage I \ \ ---\\--J / / / -'-'-)-...\
- \ \ \ \ '\ '--
ai^ (COC)must be obtained before am land disturbing activities occur.A copy of the E&SC permit,the COC and a hard copy of the \ -\
PONDEROSA TRAIL p>en must be 4ept on site,preferably inapermits box,end accessible during impaction. \\\�/ //�'\ /. rq \ \ \\ \\\ - ....
_- i 1 / ///// \ \ 7 \ \` \ \ \\ _m `
2. tallgmvel construction emm�ces Erst Nan sdt antes,rennfOrcedsilt fens / /% \ \ \ 1 `- 1 \ \�--� / / 7\ \ \ \ \ \ \ �� ----- --
o nutlns and wattles. / / \ \•. \ \ \ `- - 1 \ / ` - --
b wAaoN,a,,-" 3.Finish clearing and grubbing any necessary areas on the Iota as they are started. SODDING \`/ / / •\\ \ \ _� 1 �_�\ \\\\�-_-_� // \ \ \ \ \ \\\`--- -
ot-o 4.Begin of grading and excavation 1 / 1 \ \ --_- \\ - --_ / \ \ \ \ \ ---
C�" �+' S.Begin sir continue with house 0onst`mclioo activities. --- \ •\ \ - \ \ ` �♦ \ \ ----- --_
d "� 6.Finish all rough grading and house construction.All areas not disturbed for 7 days needs.have temporary or permanent / \ \ •\ \ ` -_-__-_--\- \`=-_J / \ \\ \ \ __ -_--
O 0,., 9y� gmundeuver installed. . -- -- -......
- _ -_ J� \ \ \ _.....
.. -- --- -
SITE 7.Install driveways,walks eodpanas. ��. / \ \ \ N \ \\ /^---- - -\ �� �� ^\ \\\\ \ \
8.Begin fine grading or lot areas 'N' \ \ / - \ - \ \\ \ \ - _`\\�.
•gP2 M.Final grassing,mulching and stabilizing of lot.In most cases this will involve Ne insWlation of sod on the lot The silt f ce will i73\ r ) N.
\ J/ /� �s\��--_ --_- ---- ---
Op sone.in place until the lot is sodded or grassing is stabilised and takes hold. M�� anosenosmMwna FIacas. \ / \ p• 1 //' _-_ \\ --- \\`♦ N. \ ` - - _
10.The contractor shall conduct.1f-inspections of We erosion and sedimentation control measures and complete We WOowing I ^ \ \� -- --�-
combined selYins action farm found an Me DEMLR websim / \ / / �. \ ---_ -- \ \ _-- --
MIMI® hops:/Iwww.deq.sic.gov/aboutrdivisionernergy-mineral-and-land-resources/sromrwater/sto.water-programewdewconswction-program. snTcxap CORRECTLY. (/ • -`` / �� �` -\ -- -`` - -- --
Twelve ma.=of complete inspection forms shall be kept an site and available for inspection at all times.It is recommended / // j `•• `T \ \\ -- `
111
wprb kept 4E0 pe b .Ref CG 1000 54.l tltr gh onstni3A 5Ac IBA NCAC 04A 0101 though lSA �IE / J` // \�.OT-P� - `�\ ___-�•
NCAC 04E0504G IP -NCG 010000 NPDESf C - A-- 1 / J I I \ `\ \ �- �\ .\
S II.Self f d ed 1 b rfmmed I en calendar days and \ \ -_ ) 1 • - \``
with 24n f ry - fgrte to I nAny ededep shall b ad d' lv maintain measures as 4y 1 \ /• -jam/�� / > I I •\ `\ \ \ \ -� /
coamemr
w des gnW.All ESC hllb d pe'fd to ecti reI th'PI .A gauge shall beinsmlled9 \ - / _.
12.Irish P 1 tion dfi for
l accep monitoring.
Wn to I N shall DEMLR to close out the EWSC // \l ` / `// ,�./•• RFrPROXIMATE II w / w I ••`_••_••__-T'• ,/-• \\ `--
P1 AN DEMLR info h ce fN pro I po N shall visit - • �. •/ AE FL-00BYONE,AREA / no \ J I �•
1.
y "dq govSICO01 t b electronic Notice oftermmanon(e NOT).A$120 annual general permit fee will be charged _ / \ \• / N \ W >
j ® line o-NOT has been filled out P 114Nl IkvhlhfixllwA a o SOD
is i�'�� ll > �j �� rr7 vvO
NNN+ry1 4M1.WINA INS / \ _ / • / LLI
W \••�..�. re'�• /
MOW WHEN THE
"IC'Ai�fl,,N'p)(I rr!'!gy I II \ ) 1 \ ( 1 n \�- •�I_
GROUND STABILIZATION wnHTHaaoIL T T° :=o:E" s"mo EMowFB / /-- --' ... -� ' // - J J u- 1 \ \0 1
VICINITY MAP SITE AREA STABILIZATION EXCEPTIONS �N APPEARANCE OF GOOD SOD HaH \\\\ �\ NO
o _ > /� w'
DESCRIPTION TIME FRAME ( r^ ♦ \- ".......\
/ _ Lit o j ) 1 4/ J
N.T.S. PERIMETER DIKES, 7 DAYS NONE / \ \ - a �--- / '^\ - , // \ 4
SWALES, DITCHES ., / NN \` N\` / _��.e`-_J���--� ��-- 7 �/^ / 7 •, //
&SLOPES aru»v.asn. I --_ \ \ \ /.--" - \;`� / Q/ ^ / ,--_-- • /
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY HIGH QUALITY 7 DAYS NONE oor.,o / '- \\\\ .dam• �'/� �'"♦,. ,- APPR, LINE. �� -� %St WA,
NCGS 113A-54.1°IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR eve:oe rowta.ea. / \ \ / /__- �;--- %\;� •�,. �"••�.• ��� �pp�/a API
WATER ZONES \---- N. / - Rp--, r '
--
COMPLETED AS AN EXCEL SPREADSHEET. HQW re"...00tu t l / \\\♦,\ \�J /- //�--_` `�`•��%/•�1 r„gyK \ I \ / AE
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED ( ) °anraat. / \ \ / / =- ..• / -_ `,Np \J , \
EROSION AND SLOPES STEEPER 7 DAYS IF SLOPES ARE / \ \ �-__ -''`•'z- �-• • -MVP/ - \ \ \
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A `a vetxkx.wni / /--\ \ \ \ i -\
NCAC 04B.0131 STATES THAT"...DOCUMENTATION SHALL BE ACCOMPLISHED BY THAN 3:1 10 OR LESS IN / // _ \ \\ \ \ / / /� =-J J--- ----_---- // REMAINDER OF /--\ _/ \••� \ \ \-
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE LENGTH AND ARE / - \ .1 / - .3pg-JO ---- LOT G2 TO REMAIN J
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, NOT STEEPER General Erosion Control Notes / /� \ \ \ \\V ♦ / /'- _\S es .7•-\--- �rNDISTORBED \\• l--
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 2:1, 14 1.Only the are shown shall be disturbed. -// // ^\�\ \ \� ..,/
/ �- - - \ - \
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION DAYS ARE °5 \\ \ / / / ------------_--N\ \ \ -�-- CONSERVATION ZONING AREA •�••�-\ 4+
CONTROL PLAN." 2.All disturbed a shall be grassed and
o J / -- \ / \ \ \ -- - p /
ALLOWED mulched ass ble d maintained N�--- 1 \ \ / / ^- \ \ \ \ ----� --_----__ ^� •�� -� \�
SLOPES 3:1 OR 14 DAYS 7 DAYS FOR until pemanent cover pisselstablished. 'N •i\ � / _ \ \\ // / r/ N N. N. \ - _-� - J N 1 \
THIS PROJECT IS IN A PUBLIC SUPPLY FLATTER SLOPEST GREATER �o /- \\\�\�\ /� / \\\\\\ `-- - I
LENGTH dy\ \ \\ \ l I I •/^�� \\\ EOn�G1_- �` ��_` �' • /\� \ `-z�•
WATERSHED(WS-III)AND ALL REQUIREMENTS ALL OTHER AREAS 14 DAYS NONE(EXCEPT z \\\\ \/ I/ /I ♦. \ ` \` J
REGARDING SENSITIVE AREA WITH SLOPES FOR PEIMETERS \ \� / ( / \ \\ \\�\J I l 1 I / S \ ♦♦ \�/ y� \ \ //��� \__, /
FLATTER THAN 4:1 AND HOW ZONES) \ i ( �r• ""'� N \v//�� --- \ - \ \ N 1 ygp,�� --�\�-� /
WATERSHEDS SHOULD BE FOLLOWED \\�`})1 / ,. \ \\\\\\ I I 1 1 1 /� e/e. `-_,- �. \`\\ /^.
DATE: PAGE: ;\ `� //--,„„.. ,\
\\\ \\ \ V I I 1 1 / ----- / ^-- \\ \ \ \ �� -__�_�_�_^__-_ ��`_�\ `�
DATE'. PAGE: \\ I \\\\\ I 0 --_ - coN \ �\\ �/ ���� -►� 1---- \ �1
Silt Sock/Wattle Silt Sack/Wattle NOTE: N.Si- ♦♦\\\ \ 1 I J J --- /� - °NIN -JAIE \ INF°REED/ - --- \ \
PLow� .. Area m Ire FL. r MI A I. substituted fa, "A "B' •C" D E P G "H \\ ` 1\\`\ sea 1 / / J / / / - 1 \\SI FENCE/ 7 ---- --__ -\ \ N
Other g equivalent...on /
al nrrn n lr fin.. - q - ` \ 1✓ow / \ J� I --- ENsTte�?load \ \ \° L€Ti / -_ ` 1 \ \ \
a a tact may /- _
..II�II:-11. w gaunimanN vain compo7.st
•,
1. "-il�_2 2 r)I12 II a n I o sdo nit deromn T if )< )L \ \ \ C_ - - CONSERV9TIgL4_ -`_ \ \
Stakes 2"x 2 an 1? G ✓e ✓! 91 Sr \\ \ \- / 1\\// \\ ( I 1 I s _ ....and a SECTIONSECTIONminimum
of
at the
ge of SOONI
Mte lend flat areas should he !• - \\\ \\ x �/ ---- \ I I TSB/ / �\ _/
W 4 LEGEND Notes:
�eeeed,Tree Protection fencing should be Inatanea along the buffer zone,wetland `�%`\\\\ \ \` V�pk \�\\ \\ - /,/J I \ 1 ) II I I I I / / '�/ T/ \\11 F\ \� / // J 1 l I 1 I I I 1// `__ ///
he slit
boundary and/or around protected trees,providing a radius of at least 1.25 feat for each \ \ \ \ \ J ^ f\U'OAED\ - / E. 1 I I I
Trance In a siltsewwaulesplaccedsooldwettle.Stakes Mould.placed Ina4IInch N inohmtrMnkdiameter. \\ \ \ \\\\ ` \ J _� 1 1 I I ( ( I / / i \ Q E\ \ /
inch x 2 in.cross section should be Witten
vertically plumb,through the
Wood Mulch or Com st ,rain Mm \ \ \\ �\ // / +� K \ _ I / C' 1 I 1
d a center
when InSILT FENCE terval 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on \ \ \\\ \ \ / I. \ \ AT \ - I I I \ / /
uNTRErvcxeo wsrALunoN eight of log 6. socks/wattles are used on pavement)heavy schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are \ \ \\ \ \ `�../ ' l 1 I / \ \ / / / I I I \
ENTRENCHED INSTALLATION. schematic/diagram \ _ \ \ \ �.- /i�\ / / _LT F‘NISE\ "-�\ I I I I i
....,,,r..a.......vi uume=rut..v.,,,.,,sir=... contiguous and have different land owners or buildersOCKS ,each lot should have individual silt \\\\\\ \ \ - \\ \ •-____---___, \ \ 1 1 / I / / / / •,.•i�.s \ yP.�\ / / / ` I 1 I I I 1 I I ( --� /
ISOMETRIC VIEW hold place a g ni onxems. SIWLT FENCE OLTUTLET ® Fences. \ \ \ \ -�° �\\\\ \\ -- / J 1 / / / / \ _� \J /� I I I L---� �-\\
A, 3.Install required Sill Fence within to feel of property line to ensure there i8 n0 conflict with \ -�\ \ \ � \ \ / / / / \ ��/ I I I I 1 I //7 1. Inspect silt sock/wade at least weekly and after CONSTRUCTION ENTRAN ea.1 in.or greater rainfall.Removeseptic system the responsibility of the Wilder the installation of sediment "\ \ \ \\\ �J �'1 � / / / / / \ `_ ''/ / 1 I
e00i:,measures docc 5,I Impacthe ae tie a are ♦ \ \ - \ S.\ \ S. / \ J/ l l / l \♦ `-_ i 1 It II
I ( - ...
// `
p system an pair are., \ \ / / / \ \\ 1 1 /
b umrenched Socks o ,t, Raw RATES g aloe mustbeuala flow cetlncloggedas
or 4.At least one Construction Entrance/Exit is to be installed per lot.Mulch or Compost ♦\ N -- --\\♦ \\\\♦\'//r ` /// / / J / / / N ��EDNSIRLLCLDt -J I II ( \ \ \ / /'//
accumula.sediment and
trued one r '.F PoST SOCK
nth)mg nth)(coo nmI (7,Z p 5.Waste bins and Other areas dedicated for managing building material waste shall be at T\ ♦ -- --- \ ..\\\\� - \ \ /;/ // / / / / / 7 / / \\\=LIMITS Sam/ 1\ \ I ( ( I1 I \\ �- //// '32
nth nth S llow Par any eery least SD feat away from storm drain inlets or drainage ditches unless it can Na shown that ( -- \ / - I \ 1 / --\
Shen now 1Be To ee t s°.k xb=a 1rwlamd with a no oher altemative exists.If this separation cannot be achieved,these areas must be \ - \ \♦ N \ - N \�� // J / / / / / •NS`rRS�1CTION�� - \ 1 1 \ \ \ \-// \
war Area r wilt sack/ the Silt
Maximum Slope BOO (zz'"' 'a=P 'e7, 't°s<P `-- \ \ \ \ \ \\ /�// / / / / / / / / I eNtNA�ce - ` \ \ \ \ \\ \�
owe ° (dpb m) (aaa`m) (bop m) DontaInee behind sac Fence. \ \ \♦ \\v� .7 0yrja/ 1 \ \
ima�g • 6.Inlets downstream of disturbances should be protected,streets should be swept when \ \ N.\-- - ��/ J / / / / I -\ _- \ \ \ \ \ \\\ --_- / ▪__
ie me 7%rt pin•%n 'm%n zmjn .jrt s' sediment from the construction activity is present. --\ `\ \ \ \ \��-- \ � ' / i � / MAINDE1701- \ '/� \
I/m/m) I/m/m) I/m/m) I/m/m) l/m/m) measurehasbeen P.n...M.... 7.Details for Silt Fence,silt Fence Outlets,Construction Entrances and other measures are �/• - \ \ \-- - `- //i -- / I / LiaT G2Y0 REMAIN_ - \ \ \ \ •`__= =--► \ \
diatamenw is compete and the area ebovan
provided on additional cheats.Erosion and sediment control details are not drawn to - $II \ \ - _ -- / - / / uRDlswgBE\ \ \\ \ \_ -.► _---- \ \ \
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION -_._--- ale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES \ _ _ - \ \
NOTE-DIVERSION DITCHES AND WATTLES WILL NOT BE UTILIZED IN ROADSIDE DITCHES \ ( CpO \`_ '�� `� / // / , \ \ \� \\ \\\\\\�J- - - \\\\\
DATE: Mre Fence\`Filter Fabric PAGE: DATE: PAGE: \ \\ \ \ \ \ ��I --- ' --� \\�///// // // / // \\ -\\\\\\\\�-- ---- :\ \\\\\\`\
SlrergM kbd.o'mwre kn wire os PI r \ \ \ \ �� -- -----\\ \� / / / / / S. --`\ \ �` ------_ \ \\ \ \•
Smel P.M-E...., B Max.Ens g Wire Fence Wire BacckfCill trench \ \ S - -- / - - -- - ---�_ \ \
ob
Steel Past ..�and
horougnlpaa / \ \\ \ \ \ $ _ /- -\ \\ -J / / // ' - - _ -\-\� 1 \\ \\\
as ' t \ \ \ / \\ \- / // / / / r _ \\\ �`
Wre tea
a;Mln eO 1r����i'i�i�i aF 0l2 / / __..._._...--,..i , \
f �anre trennh 1 1 boo / ( 1 __ --_ vv�vvv - _
,I n)-Filter Fabric _ .-..--.. • •i-► I 1 / / /� J // // // \\ (\ I / -__�\� \\��\- _-_�
steno a exra steno syn...
• i�i�G
2 EnSUre Mat the ash sediment a`e%tlae>Nlx�etl24 g RnssSECTION w w / k•:_ / / �.1 / \ - _
a,e ;ieed�`rram=:-..ontua waq�a twine entsnmmaeamer.-b- .w 11 41 6Mn �' Y ijp,- R71 1 1 1 °O- /�� / 1 1 L9/I'-``\ // \\ \\\ ` -
necessary,se.rely fasten Me r "m n ate,feet " ~ . }nt.then fabliC On the upslope 1.Inspect sediment fences W least once a week and after each 1 „ 4� l r I -
ape<°t.Wire orpla�c zip tiessh`o"uldh. wwimum50p°ond tensile Strrengtboldb.dd..n ineffective, rsimmdty =•Sea\f / ( I 1 / //^ - \
5.xd�re6.Extra%nw tie grounemrtmen'«m mz4 wwnn s'mp -
maxmgm of B aped supports promptly.ary to�pva,adequate decompose, Construction: Maln enence r , \ I / _ `--_--
fasten fabrcdi y to postaswrst e orrpaeo'cezrees require
have amnimum of 6o pound tenrt Mnce. se 3.Remove sediment aenaa.reduce pressure on the ,.Clear the entrance and exit area of all vegetation,roots,and other objectionable ,.Per NCG-01nspect at least once a week and after each,Inch or I i \% / I ( / -- �� _--
strength filter fan directly re m amid undermining fence a material and properly grade it. greater rainfall:make any required repairs immediately. I / ( I I I /
laden the storage volume
7.Excavate Me trench e roxmal inches wide and B inches deep e e proposed line of posts and g g y p along propo po eanoutastrength. fence. N care 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2 Maintain the gravel pad n a condition to prevent mud or sediment ( ( ) J 1 I /upslo /
Placee horn the oodltt. farmleavngthecOnstruchonSte.ThsmayragUreperOdc \ I
8. and bring the area w grade end stag-ze rote contributing sin I I I I ( 1 / / _
er the nlrerfabnc and w Ttw g p ionulthe lmdnsll is er ge red has pmpery stabilaed_ 3.Provitle drainage to tarty water toe sediment trap or other suitable outlet bpdressing with 2lnch stone. \ I 1 / \ I �� _--
e.eaxi to simenee
perfor p 12 inch.of fabric ieced over We ham 4.Use geotextlle fabrics In order to improve stablllty of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or \ I \ \ \ J I / /
A.Donor attach Merwbdo toax60ng trees,a subject to seepage or high water Able. tracked onto public roadways. II II I \ \ \ / I ( / \ ) 1 I //
Ne-En"`T"enlal.;peg CONSTRUCTION ENTRANCE/EXIT I �\ v\�v /� /
SILT FENCE . \I \ \\ \ I / / / /
\ PAGE 1 of 2
DATE: PAGE: \\ \\ \ \ \ \ \- \,
MIN. _I �RiseFENCE TOTAL DISTURBED ACREAGE:0.83 ACRES
+ LOT EROSION CONTROL PLAN
' " IIIIIII .IIIIIIII.IIIIIIII MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOT-G2
-T"• SPARTAN
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.
- i - 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 T,T■■���F
objectionable materials spilled,washed,or tracked onto public roadways. RID tl L
wIRE FENCE
H00500rE CLOTH FRONT VIEW Silt Fence-Sediment fences should be inspected at least once a 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 FOR
.._...._......
'NeuR
FILTER FABRIC, 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.
AND HARDWARE
wnsHED sroNE a I� 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 root zone and prevent dormancy of the sod.The sod should not be mowed to close,since this could inhibit adequate growth O N S I T E HOMES L L C
STEEL
INTO
SOLID . 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.
NOTES: taro SOLIDGROUND
°R°°"° HaMwareclothand gravel theailtrenceatleaat,2 JOHNSONVILLE TOWNSHIP HARNETT COUNTY
1s_re o inches. g y 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
o° OW 2.stone ougetsshouid be placed an low eieoaoar areas otAitfenve 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. SCALE: 1'r=100' MAY 2024
and based on field conditions.
MAINTENANCE: 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 GRAPHIC SCALE
BURY WIRE FENCE AND B RV et OF UPPER EDGE OF 1.Per NCG-01,inspect outlet at lest once a week and after each,Inch or sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. leo 0 50 100 200 400
HARDWARE CLOTH FILTER FABRIC IN TRENCH greeter rainfall event.Complete any required repairs immediately.
2.Freshen stone when sediment accumulation exceeds 6 inches. rr
3.Keep mesh free of debris to provide adequate flow. 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
SECTION view 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 )
5.Replace stone as needed to facilitate de-watering.
NC-Envirormen tot
fag t inch = 100 ft.
-r-r..e eeee J, , SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE BF-0106
LAST SAVED:4/4/2024 10.23 AM LAST PLOTTED:5/8/2024 4:36 PM PLOTTED BY.Dennis Gilbert FILENAME:O\CURRENT JOBS\ONSITE HOMES\22-2724-07 SPARTAN RIDGE-EC\PLANS\SPARTANRIDOEEC-LOT-e2.DWo