NCC241234_Site Plan or Location Map_20240422

Skimmer Sediment Basin Chart Swale Calculations Chart GENERAL NOTES: LEGEND 4
Sediment Disturbed 010 Volume Surface General Top Dimension (ft) Qd Skinner Orifice Td Area g10 Side- Channel 710 v10 1.Topographic information is taken from Lidarelevatian data obtained Ac.-Acres p
Section (scree) (cfa) Slope Slope(%) (bare)(fpe) (grassed)(fpa) from the N.C.Flood Mapping Program. Q,-Centerline b
Basin Area (Acres) (CFS) (Cubic Yards) Area(sf) (Lebgth x Width x Depth (Cf/day) Size (in) Dia. (in) (Days) 1-1 0.8 1.7 3:1 0.1 1.1 0.6 2.Development area is wooded D.B.-Deed Book
#1 3.8 8.2 267 2,880 90'L x 32'N x 2.5'D 2,921 2.0 1.6 3.0 2-2 3.0 6.5 3:1 0.1 1.6 0.8 3.This tract is not affected by any special flood hazard EDP-Edge of Pavement
3-3 3.8 8.2 3:1 0.1 1.7 0.8 based upon official flood map FIRM CPN 370340 53067& Ex.-Existing
Q10-CiA Orifice Dia. (in)-\d/(2310.4H) CPN37034053167(Onslow Co.)effeciive Nov.3,2005. M.B.-Map Book Ak, \.. P
C-0.3 Qd-dewatering rate-V/td (Cf/Day) Q-ciA Friction Factors 4.Stormwater from this project drains to anunnamed tributary to R/W-Right of Way s q`
to-5 min V-Volume (Cf) i10=7.2 in/hr. n=0.02 Bare Earth Cypress Branch which is classified asSA:HQW. Pg.-Pogo ^ •�.
i10-7.17 in/hr. tdAreas-Draw Down Time (Days-3) n-0.05 Grass 5.There are no of Environmental Concern as defined by CAMA on this site. r ASB-Sediment Basin 'j�
H-0.167 ft For 2^ Skimmer 6.Wetlands Taken From map titled"Field Sketch of Wetlands Beaudoin Holly
v1.49 R 2/3 s 1/2
Design Notes: n Ridge Treats"prepared by SE6I dated 9-27-2019. lioal-Adjoiner Lea Number
S'1. Side slopes from top of bank down to inside bottom of basin are to be 2:1 Note: 7.Boundary data taken from retard information in M.B.40,Pg.130. -
2. Side slopes from top of bank to ex ground are to be no steeper than 3:1 1. See site plan for section locations. B.For additional information,see rest of plans. I_••�• ••W•,
• Wetlands
3. Skimmers shall be Faircloth Skimmers or approved equal 2. Line bottom of all ditches and scales with American L:'.._..=.._...'!:I
4. Volume and Surface Area calculated with 1' free board to the top of the basin and 0.5' to spill way. Excelisor Curler Blanket.
5. 325 sf minimum surface area per efs of Q10 peak inflow ---6z--- Contour Lis
6. 66.7 cy minimum volume per acre of disturbed area --Ditch/Swale ♦ Site
7. Upon complete restabilization of all disturbed areas, and approval by Engineer and NCDENR-LQS, sf _-518Fenae
remove sediment basin and regrade swale, fertilize, seed and mulch. • �,
/
•
Vicinity Sketch
Not to Seale
Tract Data
Total Boundary Area 5.72 Ac.
Disturbed Area Ac.
•
C Tax Map 734, Parcel 47.7; Pin: 423703220075
Tax Map 734, Parcel 47.8; Pin: 423703221164
Ref.: D.B. 5944, Pg. 454
(((/ M.B. 40, Pg. 130
I 1� /
I`1 /� // I // g� // / / I r/ Erosion and Sedimentation Control Notes:
/ / \ \ r-- \\ --as, / or" / // / P ( 1 I I1 - _ _ I.Construction Sequence,
/ �/ JAI
I pi/ \\ r/ ^\'/) •y 7 \ \ I / I_�Q / \ 1 I / III A.Notify Engineer,owner,and NCDEQ prior to beginning construction trsnoe
\i I /f I \ �,'a^_ \ / v // I / \\ ! 1\ ti / / B.dear only the area necessary to install the construction entresea and perimeter silt fences,
\ / \ / / 1 1 I \ \ \ I \ I / sediment traps and sediment basis.The remainder and bulk of clearing is not to be done until
\ / \S / / / \ \,// / •`-'". ) 1 \ `\ �4 \ II installation of these items has been mmpkted.
L i / ; /\ \ .,( \\�/ I \ \` I\ \ �,/' C.Sediment control measures are required to be installed at the earliest practicable dote after
_ �^ / start of work.Grading operations shall begin at low points,pests of outf all release or en other
/ I \\ (\ \ / -6fr 7 I $ \ Silt Fence and Clearing \ \ \ / locations of where sediment control measures are shown on plan:and the sediment control
I \\ \ / il
r--' \ Limit 1'off Property Li \ 1 devices(silt fences,sediment traps,sediment basins,etc, hall be installed before or
/ \,
/ 1 / Donn/L.4 wife Joan M.Ottawey / B•55'E / r 1 / simultaneously with the grading of any area draining to the device.
Tow of Nally Ridge \ I 'ra J 1 111 1 1 I and Alen D.A wife RhondeL atmevy / I / / 32' 1 1 D.Install stabilized construction entrance t b
D.B.of Nally Ridge
tfi Y 1 / D.B.3538,Pg.558 / / \ / i` \ prior o beginning construction.
M.B.84,Pa 34 \ / / 1 / / / f / \ � I / E.Clear and grub entire project area.
�- ( / / i 553"':'55"E 51.4.69• I \ \ \ /� F.Maintain erosion control measures as needed to assure full functiosbilily.
` - I I \--h� Silt Fence and Clearing \ - ----i \I * 6.Tentpermanent seed,fertilize,and mulch all disturbed arms after tom kit phase
�� / \ \ I /� \ 1 1 I Temporary or compkting aM
1p LimN 1'off Property Lis , \ I \ of the d k within the following time schedule.ApplyT
`� 1 ( / ( \ 8 I w \ 1 I ) I grading i g war g empa c.boon seeding and mulch and
w en
` ` i /1 / //1\ -) /-553'28�yL�iY, I / / \ \ I / I is ce be disturbed again and permanent seeding and mulch if areas have been final graded and
a / / - \ C Y ���` �p acaepteeby Engineer amowner.
\V JI` \ 17 I� i _ ) / /�,\ ^ \ / 'r� •� \ /// 1.)Slopes steeper than 3:1 and perimeter dikes,swales,ditches and slopes,and area near HQW
a �� "`-I-/ //�� \ \ / ! / / / 4 \ • /`/°0 Jl I \ -$ / A1'�N� \ /P. _ _ I waters-wdhin7days.
\� \ - / bs> \ \/ I / /--' .( __�r••�r5•\ 1'Temporary I \ r \ / 'at....•} 1 1 1 \ 2.)Slopes 3:1 or flatter,and all other areas with slopes flatter than 4:1-within 14 days,If
/ \ ) / / OM
-e6 - / �7 / \ \• 1 Diversion Swale I Temporary Stabilized I 1 1 , temporary seeding is used to temporay stabilize an area upon fill grading of the Jab the
/ \ // i 1 Q -. \\ / -// // w W \- Around Wetlands I /�. Construction Entronce I i I / permanent seed,fertilizer and mulch shall be completed.See detail far seeding specifications.
/ 1 \ \ e6----- t66 _/ -- ��... / /4,/-, \ \ / I \ / 2.smdin9 specification.:
/ r. -.Jrr / / rat Fence r m I I 1 �. / l l / I l /
\ I ) i'' l Jh / 1 \`1•\ Front of Wetlands 3G\\ / I ) / \ f / / / Apply lime and fertilizer and work into 4-6 inches of soil.Seed mixture shall be distributed uniformly
\ f / I - / '�[-.. \ \ \ •\ / I \\• /vY� 1'Temporary I \ / / and covered with a clean straw mulch.All mulch shall be crimped ar asphalt tacked to hold in place.
11 / ia'/ ( \ y. / `�/ Diversion Swale \/ 1 �' I / \ 1 /
/ I / -\ / \ I f' \ ``a\ >a ,y �. / /•Fy ♦a- Material and application rates as follows,and are generally considered minimums.'Mulch rate to be
I / I ( \ 'J \ ye\ '� t .y \ / \' \I I h;//I / I / doubles if simper:
�`//r g 1 `e6 \I l \N \\a er w) 1\ \ ISiltFercel'in // / y// I { I 1 r--- Material Application Rate
Js
/ I 1 \ \ \ x. - 1 \ \ ,.,,_� \�\ \ / Front of Wetlands / W \ / I Lime 3000 lbs./ac.
/ i \ `1' \ `� \ as,, • T /\ \ `\ / /'��L / J / 1 1 r- Fertilizer (10-10-10 750 lbs./ac.
/ / $ �' _ lQ` \ \ \ / �%/ \ \ II '�1..•�... / / ` �I 4!/ 11 I\ /�, $ l-I 1 I Mulch z tons/ac.
/ / \ y \ \ 3 ley- Asphalt Tack 435 gal./ac. (Max)
Town of Hay Ridge 4. / I .1._...,_
. � •\ �''f // / 4 \ / 1 1 �'�'...�..- I / \ \ <' I \ �'I Ip,__ Permanent Seeding
D.B.1166B,Pg.7m 1 •/ • I I /� \ \ e� / \ �/ \ \ \\ # /T..,_,., I 1 - i 1,,.,1 I I L\ common Bermuda
MA.as,Pg.s4 / g• / \ \ \ --J \\ ' \ I + p+ I I --V- Onhulled Sept.
\ / //,,/ //�I - �j, I \'k\ \\ \ \\----/ i'M/ `all fepsarm� ©© \j rr.._�. (gm -� O I (�- (Hulled April1 1 $eptril)1) 175 lbs./ac-
\\ g5 /1 N/ _ 's, / \\ `\\ I Sedkllent&win/,y // \ ©• ... i I //\ �s 1 �, \\ "Rebel^ Fescue 50 lbs./ac.
.y`' i. / �P / \ - \ I \ .� / ®. If,
/ .<l \ I Rye Grain (Sept. 1 -April 1 only) 50 lbs./ac.
\V/ �./J /r�!' / / / /\ \ \ 1 /^f�\j ) II1 n '}�P I it I German Millet (April 1 - Sept- 1 only) 50 lbs-/ac-
/ /! ! •/'• / / /"A -/ \`ys-� \f \ 1 t g / I r•-+ I I \ I Temporary Seeding
/ / / \ 1'Temporary Skimmer' - V y, \ 1 Dec. 1 -April 15
�-6P-�\ / //j/L\\ / \\/l Diversion swal¢ \\ /� 1 \ l\ I \\ I / Pl' \ 1' \
\ / L� // / ,� , �-�- / I \� Kobe Leapetleza 50 lbs./ac.
_ I d(- \ / / ! / Rye Grain lzo lbs./ac.
/ / , / n'r. \ ... �...�- \ 7 ' I 3 April 15 -Aug. 15
_ I /
/ \,............--- •'• '- German Millet 40 lbs./ac.
fal
1 L4.3-� • --Li. - -
/ / \` ! _ \1 gj \\ 4f % IL` v✓\ ,Jc fy 1 1 II,
I / /r- Aug. 15 - Dec. 30
/ / -y` Silt Fence and Clearing "' �� l \ \ / Rye Grain 120 lbs./ac.
I 6 N45 9']3' \ J m
i- -\ \ \ Llmii l'off Properly Lis _w4OO.05 •••�...� \ \ w
y/ 3.Maintenance:
�/� iJ \ / // /...., \\ \\ \'I I Gammon Area Iles%'I_ I \\ �'/ �1/' '� ' \ 4 ••• '••�� / \/^1g, I / / / A.Contractor b responsible for complying with erosion control permit conditions and LADES
\ r\ \/ / \ I I /.. I J 9'u'wzao.r r 1 \ / / general permit conditions see permits for additional information,
• `\� .� / ! / \\ \\ \ I I �yf' �/\ 1!'e lbic l"."C-�1 I\\ I Y_�_� I I m;-._-- L\ / / \\ lI/ �•I/ B.All erosion and sedimentation controldevicea shall be checked for stability and operation
,/� / / \ \ I I / I I I Ines-°I Fie _ \ 1 a1y. Ia r�� __ / I 5.49'11"W 399.99.1 y 1 I I \ w�f fallowing every runoff-producing rainfall everd and in m cse less than once every week.
\ f i ) /\\ I Lj rT-t 11/,-i• I ys. / \ I 1 J ( }� \I \/
Arty needed repairs will be made immediately to maintain all devic s in the operating co,ditios
I / / I I`-' _:I:Pa;'i4;11 I .� ma.� w / I \ \ Wended.
Town of Holly Ridge- / I / / )\ I .k'I I.- I I - -r- `Jr_/ \ f'- Silt Fence and Clearing 1 \ A / C.Sediment shall be removed from behind silt fence when it accumulates to a depth of six inches.
/ �aP. I Phone / 1 f 1 L se_-;'I ;se;I`an1, -I (� Res 7I ---_ �1y1 ,a,�_ off Property 1
D.9.5665,P9.170$.. \/ I / / ,I The -L �sz;l, f f T '���1 l g \ \ Rp �i P
A. V / Limes 1' I I \ \ .\ S3j iy D.Sediment shall b¢removed from the sediment traps and basins when storage rapacity has been
M.B.84,Pg.M/ I I�y,.J P / / \ / Nally Ridge / I • '9s4 • tel 50%filled.
` ` L I.1L I :'1;.e i ,� ` I i j.,y •_sOawm I I \ \ Vapproximately
1. ( `\ I ( / I \/ M.B.75.Pg.18 l \ a�ff� Yl _ 1 1 :1'2\-\:::4'..:7,i491.31q1Len:.,sC.I1 \ I ` ' fib, I`t%J A as act C� 1 \ I / "� _ EAY E.Arry sediment tracked onto adjacenn pavement shill be removed immediately.
\ \ /(�\ \ / ---I / / \I I Phau3 \\ IJ - `\_�I -"i`¢%'lA_a�l,7s)411 \ �� J _ I_ _I-(• A / 1 - ; 3407E • = F.Amaintenance log of all erosion control inspection and maintenance performed shall be kept
\ / _ _ - i 144. i I I 1 1 / I / •1 I. / omits at all times,in accordance with the NPDES Stormwater general permit.
I I I/ \ / I F The rownec at �' I \ h 2-11' \1a��iosl/_• 1 / ( r ✓' fpQ;•• G.Any sedimentation that occurs into wetlands or the offsite stormwter drat network
14 I A \ \ / / I \ Ndywdge / 4 A" 11. ,ibeJ f I //� .GINS. drainage
I /_\1/ / �•'\ I I 1 M8.73,Pg.222 / I i_ 1 -P.-1_,
, I_ I �1\-'11 1 / I \ \-\ ( �i/ �` shall be removed immediately.
I I /' I /}/-- \ --- \ 1 / I // me w`ws at • L J ` \ 1 // \I I• _ TT A.,
1 4.Far additional information,see other plan sheets.
I / 1� // :61 11�� I ;y I HdM aid, 1 c r{� \ , JI \9L \ / 4 I Hl .L �/
l / I I, / \ / / �� I 6iil 1 MA 73,Pg.118 1 / 1 4ySi.'- \ \� / \ I / I 4• a4
/ Phase / \
I' ��- I I 1 , I I _
rher.r 1,.11yRldee �„/ � \ \ ,� / \ \� i II
M `\ y`\Y '1i''=1 ��;�;�;1. I,_ 1 _ �/ -r 1 M: ` °'\ /' l\ \`/ l`•'�/" 1iI �i Clearing, Sedimentation and Erosion Control Plan
1 \/ I .i I I µl`"jl``l"=-11 a.1 I •I I I1 i \\ "� HURRICANE HOLE -SOUTH
\eel,,,
g '� ,_ I' s';l/�s.all�sa;l/yil 7 , \\ /\ k\ 1\ n I 1 _ /
St� i _ _ /` BOAT AND RV STORAGE
I f f ',1-,,,,,,-..),-, ll, s I -I _ I 1esl�I,� ^\ \\• �\ !"f�'i' \ �'I �a°ate Wilmington Hwy.
�_-al bilk 1-a„u„i-el:-.
�z-t y I ,-g, ,a l \\ `\_ \ \_- • \\ stump Sound Twp.,Onslow Co.,North Carolina
>I! -� 1 "1' 'f' I \ I I l \ Owner/Developer:i3 Alusa Management, LLC
103 A Bluewaler Lane
� Surf City,NC 28445
[phone]
DATE:03/07/2024 o So� T 100. 150
3 GRAPHIC SCALE:1"=50'
° SCALE: 1"_50' ` -
11
p FEET
3 TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Nola Book:N/A
ADisk Name:AC 1 Jacksonville,North Carolina
e Rev.04/03/2024 KHW-Add skimmer and 550#t label Fllename:Nurrlosne eans ad.2-EBC Plan.dwg KNw P.O.Box 976 - 306 New Bridge Sheet-28540
REV.03/20/2024 SWB-Add 1'Diversion Swale Around Wetlands
Job No.:S230831.8441 Sheet 1 of 2 Phone[phone]-www.TidewaterENC.com Esr.1961
3 _ Firm License Number:F-0108
i
L.

•
Existing Road
• GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE
THE NCGOI CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE VTmlm jtt
Implementing the details and specifications on Ns plan sheet will result in the ronsWcti°^ 2. provide drip pans under any stored equipment. 16 _
activity being considered compliant with the Ground Stabilization and Materials Handling 3. Identify leaks and repairate soon feasible,or remove leaking equipment from Me '4ch 4o Pm pips II<� - otr
secUMsof the N[GOS Construction General Pemh(SactbnsE and F,respectively).The project. 1k -III✓!-TAB". yl„T r� 'M..dom f^r gat ...pitexmwred
permMee shall comply wiM the Erosion and Sediment Control plan approved by the 4. Wkct all fluids,more In containers antl dispose Da.'tltr,-1kO ® •i coder sFimms
delegated authority having jurisdiction.All Letahk and specifications shown on this sheet
spent paste Coma property specs as - f�--•� • °t m mnwta ova (Min.B'omp)
may vent appY pen Bons ga ry Blurs hazardous wade(recycle when po n.) (Alva[2•omp)
de dive he cond tons and Me eels ted authoa havin diction. k'
S. Remove leaking vehicles and construction equipment from service umiithe problem �.Z.,. uaA Lk.-.�•
SECTION Et GROUND STABILIZATION has been corrected.
•T '^�):�'/, aWrtrc bon.mm RM/
Required Grouts Stabilization TImehames 6. gel^g used fuels,lubricants,c.lants,hydraulic fluids and other petroleum products am gFll--•-� 4 OUa, . '.'••': deed[^ �/ mmfannlwin RhV
recycling or disposal center Mat henalas mess materials. giifeSFFY{�Lm! Asmmw
Stabllinend'within MI[ roe g.".w wide Intel Fa.ic sod R' red �••�••.,• '-• 50'Min.
Site Arm OeNdptbn many celeMas nmNram.wau°na °M^waLg1➢P"`^'rn- to Rip � .�� �i' .: i lend
days after ceasing LITTER,BUILDING MATERIAL ANTI LAND CLEARING WASTE sPllway Om side slepea
land disturbance 1. Never bury or burn waste.Placeleter and debris In approved waste containers. CT
(a)Perimeter dikes, 2. Prwideasufficient number and slzeo/was[containers le.g tlunnpsler,trash CONCRETE WASHOUTS
wain,ditches,and 7 None eceptac le)on site to contain construction and domestic wastes 1. Do not discharge concrete or cement starry from the site. COmShucfion
perimeter slopes 3. Lome waste containers at least 50 feet away from seam drain Inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local
lb)High Quality Wader 7 Non, waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. Baffle proem... Entrance
IHQWI Zones a. locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above hem and in l Space S I-a<' Roble
hark are from upland areasandticesnot Brat^dlrtttlYloa storm drain,stream Or wetland. addition Platt the associated materials on lmpervbus banter and within n " i •, •
(c)Slopes steeper than length Porous Defies I12'Mi•l
0.1 7 not steeperrthan 2(1,14 daycare 5. Cover waste containers attheantl Meech workday and before storm eventsw lot perimeter silt fence. m2mkwdon /[mcthen
allowed provide secondary containment.Repair or replace damaged waste containers. 0. Install temporary Concrete washouts per local requlremenU,where applicable.ifan Menke,sto.esery., S�pil��twwy lh dxiM ($0°Note)
-]days for slopes greater than SOln fi. Anchor all lightweight items in waste containers dories times of deign winds. alternate method or product is to be used,contact your appolo IauMariryfor with rewNwnmmw r ire fabric and da reo
I length arid with slopes steeper than.1 7. Emptwaste contalrersas needed to prevent overnaw.G<anupimmediateNH review and approval.If local standard details are^otavallable,unmeof the two �wire f x,vwibnm/wsn li Plan View
-7 days for perlmNer dikes,'wake containers overflow. types of temporary concrete wasdouu prodatl on this detail. PE Apron
to Lam Rip stop Existing glued
�ti,°f mp-k""n' Pens usedWild
(d)Slopes 3:100 1 14 ditches,perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do net use contrere washouts for dewatering a storing defective or sidewalk
nwwn lih.d with °f 0`-'fI01 is
Zones 9. On business days,ckanupend dispose ol waste ln designated waste containers. setions.Stommva[ CumulatetlwiMin the washoutmaynotbe pumped lnroor Gen Tun.F°bs° 4Hmm mb°Wmm Temporary StabilizedConsfrnCtiOnEnfranee
-10 days for Falk Lake Watershed discharged to the storm Main system or receiving surface water,.Liquid waste must i 3 sec'smM
be pumped alit and remwea from pro)ea. T. dP9 Not to scale
.1days for dikes,swales, PAINT AND OTHER LIQUID WASTE ai6newAmnt la _��I��-�!�'perimeter 6. Locate washout[et least 50 feet from storm drain inlets and surface waters unless it Edw.aeM rreebmd _ Construction Specifications
(el Areas with stapes dtches,perimeter slopes and HOW zones 1. Do dump paint and other liquid waste into storm drains,streams or wetlands can be shown 00 no other alternatives are reasonably available.A[a minimum, �_ ____ lire Swale into Bann
flatter Man.1 14 -10days for Falls lake Watershed unless 1. Locate paint washouts at least50 feet away from storm drain inlets and surface Install protection of storm drain Mete)closest to the washout which could receive *irk fabric one mP^W 1.Aggregatesiie-use 2-3 inch washed Store there is zero slope waters unless no other alternatives are reasonably available. spills or overflow. ��� �'
Hofer After me permanent cessation of construction activities,any areas wills tempos 3. Contain liquid wastes in a controlled area. 2. th-N¢ffectiva,but not less than 50 feet.
temporary 7, locate washouts In an easily accessible area,on level ground and install a stone
ground waAlization shall be converted to permanent ground slabllizaliOn as soon as 4. Containment must belabelea,shed and placed appropately for the needs of site. entrance pad In from of the washout.Additio^aI controls may be required by the 3.Thicklwss-Notsthu an six(b)inches_
practicable but In no case longer than TO calendar day=after the last land disturbing S. Prevent the dISohargeof soaps,solw^ts,detRTgenb and other liquid wastes from approving noriry. - VSchh d Ieve
wnng out pipe 4,Width-Not leas than full width of all points of
activity.Temporary ground stabilization shall bemintained lna manner m render the construction sites. 8. Install at kart one sign Mrwgh Msdmatll Baffles
surface stable against accelerated erosion wnil permanent ground stabilhatlan is achieved. 8 directing to the washout within the protect bwinwHM mimdres Trench in irgre94wIXJrtls.Minimum of l2'.
limits.Post signage on the washout itself to Identify this location. Sxp.trap Rmin ...Q. 5,irate!!filter fabric under entire footprint of the wnstruction entrance.
PORTABLE TOILETS 9Ia9' ell
GROUNDSTABIUZATION SPECIFICATION 9. Remove leavings from the washout when at approximately)Set capacity to limn "BM f°b.-d"4A Iwpt w+k0'a aN-iti 6.WashingWhen necessary,wheels shall be cleared to
Stabilize the ground sufficientlyaothetrel will not dislodge Me nil.Useoneoflhe 1, Install portable tee.on leIN Wooed,at least 50 feet away from storm drains, overflow events.Replace the tarp,sand bags or other tempo000e orpnoon cox °11
Stabnl streams or wetlands unless Mere h no alternative reasonablyavailable.If SO foot < raga ry ore:dummvv rklemw remove prior p g
techniques the table below: offset is not attainable,provide relocation of portable edict ehind side fence or plea ampeneruswhen no longerfumtl°nal.When utilixi alternative or proprleta esediment cart to onto public right-of
Mahe.bn p-mmmts.Hl.atln on a gravel pad and surround wits sand bags. protlucta,follow manufacturer's lnatrvctbns, eNbw into umm e•-a2•pq When washingd,it shall be done on an
•hmwem grass sue...red with Mew or 2. Provltlestakitgaa,ohoe of pertabk toilets during periods of high wines or in nigh 10.At the compteCon of the concrete work,remove remainingleavings and disposeof mof burin
wee stabilized with crushed stone which drains into an
e Man approved disposal facility.FM coil,If applicable,and stabilize any disturbance Section ViewAll•*torn..+am sakiRw,ass seed covered m`H.mn .ermekes and.rkfiert foot traffic areas. gag shall.pprovedpr sediment nted trap wsering any stir drain,sediment
•HIOrows1m •amemetiabsmh0Rwmmmwa 3. Monitor portable toilets for leaking and properly dispose of any leaked material. usedWremovalof washout. Plan View shall to preventedfromeeof SAairy srwm drain,ditch,
Rith UlnIIle a licensed sanitary waste hauler to remove leaking portable toilets and replace or water<our4e throuh use of sand gravel,bards
•without tempera,P�said w •Hy.mutiry mmm g bags
•mecomememex main ether mulch •side.mother mrm..mpwtlossonsw with properly Operalisg unit. wotherapprovThe entrance
HERBICIDES,PESTICIDES ANC RODFNTIGDFS
•Play Meeting dmmalM 7.Maintenance-The entrance shall be maintained ina
LOlwmedatmeiamateemeemnr EARTHEN STOCKPILE MANAGEMENT 1. ROM antl apply herbicides,pesticides and rodenikldesin acCaddme with label Temporary Sediment Basin Detail sediment
which will prevent flowing of
•+ullicunsw mean ere.. 1. Show stockpile locations on plans.Locate earthen-mate=kl stockpile areas at lean Dore hovel c garage rig or g
• npaNlar 50 Nat away from storm drain inlets,sediment basins,perimeter sediment controls 2. Store herbicides,pesticides and roderticldes In their original containers whh the sediment onto public rights-of-way.This may squire
Code.0l. wM-mx.. end surface waters it be no other label,which lists directions for use,ingredients and first aid steps in case of Notf° llWlbrOWMioM periodic top dressing with additional store as surer e m acoldeelal poisoning.
demand and repair and/or cl¢op li of any measures used to
.Mlbdemrminmroel peemnmmOmma available. 3. Do rot store herbicides,pesticides and raden0ade[In areas where flooding is trap sediment.All sediment,spilled,dropped.washed or
1. Protect stockpile with silt fence installed along toe of slopewNh a minimum offset of possible or where they may spill or leak Into wells,stormwater drains,ground water
POLYACRYIAMIDES(PAMS)AND FLOCCULANTS Flue feet from the toe of stockpile. tracked onto public rlghi4-Of-way must be removed
1. Selecthacculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. prwrtauwater.Ita spill occurs,clean area Immediately.
construction,selecting horn the NCOWR List ofdppr0Wd PAMO,Hl00lroets. 4. Stabilize stockpile within the timeframes provided on this sheet and In accordance 4. DO nat stockpile these mateakonslte.
2. Apply Oocculants at or before the inlets to Erosion and Sediment Control Measures with the approved plan and any eddltional requirements.Soil seblllaallon is defined
3. Apply flo<culanrs at the concentrations speed ied In the NC OWR List of Approved asvegetative,physical or chemical coverage techniques that will restrain accelerated NA2MODUS ANe TOXIC WASTE
AVOW facade.and in accordance with the manufacturers instructlons. erosion on disturbed lolls for temporary or permanent control needs. 1. Create designated hazardous waste collection emu onal[e.
4. Provide eondn8 area for containment of treated Starmwaler before discharging
offsite. .--:... 1. Place hazardous waste containers under cover or in secondary containment.
S, Sloes surrounded
In leak-Proof containers that are kept under moan-res[stam<over &L, '1 NORTHmentalNA 3. Do not store hazardous chemicals,drums or bagged materkis directly on the ground.
or surrounded by secondary containment structure[. ti,,..pop Environmental Quality
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 q Steel Post
gyo4ofy�sFP06`k I' 2'Berm 12"Min.
A
e1pr 43 II 3 Min.
1
Note: 97, Welded Wire Mesh 1L- J1
Burlap shall not be used. Iiiii6"Below&round \5 "5
PARTS, PART III PART NI
SELF-INSPECTION,RFCORDILFFPMG AND R[PORIw6 Sflf•INSPERION,RECORDKEFRNGAMs REPdIIING SFWNSPFCTKN,RECOROIaENNG ANORBPORTING -•. -t.',I/•/t�
18"Min.
CTION N setswisssCnDIa smile.N RECORD%aNNG SECTION C:REPORTING '1 7�/ Note:
seH-Mspealor+are required during normal business hours In emokance with the table 1.EBSC wee emmenenrtion 1.Occurrences I.Must be Reported lit •,. spoils for pasts Shan be: Temporary Diversion Swale
below.When adverse weather or she condHIolE5ould cause the misty of the inspection The approved EBSC plan as well as any approved deviation shall be kept on the site.The Permittees shall report the following occurrences: •`IO/, 1.8 feet maximum with wire mesh
perconnelo be In jeoperdy,the Inspection may be delayedunlll the next business day on approved EBSl plan must be kept upsodate throughout the coverage under this permit �d/
whin It Is safe to perform the Inspection.In addition,when a storm event of equal to or The following Items the CS tan shall (al Visible deposition in or wetland / feet
greater Man 1.0lnM occurs outside of normal business hours,the mminspetbn shell be 8 pertaining to p IN On site and available for •4 tiH�" Not 1a scale
performed upon the commencement of the next business day IICewhenlns Inspection at all times during normal business hours. Direction of •)�/�• 2.m6 maximum without wire
v v inspections KU OR ionise
/� mesh with extra strength
Note:
were delayed shallbe noted In the inspection Record. Isom m.oaxam Eawmmn.11elRwelmrwre Runoff flow filter fabric
1 mama Ie EaMEsumaawn be tans mnslbe mnmaM ante each FAKmaaw.onamm •Thnare zs salon:or more. I.Uses cavorted material from swalei create berm.
aeml (Oulu Emd.eme*SRe, . and does not°knific,Oeddeviate h°m the el the approved EBifplaner omelette.date
They are 0,h,eness than 25 gallons but cannotnotbe 1,550Eclean up within 34 hours, Steel Post
2.Swale and bermshail beg teed as mthry
ore. ..tans,dimensions and natal.O.n.o. • •They cause sheen on surface waters(regardless of volume),or are constructed.
lame IC.., Pay m1w•we. shown anew approvedeawpan. UM •Thewithin
w aver manw ..w They int feNNsunanwaterslregamlesa of volume).
Welded Wire Mesh
soul wanar upon Ow Erosion&Siltation
ogre initial n.11arwai wale ULSC measures.if Control Fabric
sun 4m u.vex wM w�ra uummwww�• the um are m°6nM after lrwlel .I RNeases of hazardous substances In excess of repMable quantities Yoder SMbn 311 Compacted MSC mma Of the Clean Water Act(Ref:40 CFR I10.3 and 40 CFR 117.3)or 5e tion 101 of LROA Soil
Installation.
sew aromw*some.a amw autues lay the C....0 IN A Osse N emwgheabmn mmplatM. initial answers a copy of Me approves Cede (Ra1:40 CFfl 302A)orG5.l4}I35.85. Ground Line
I°1 use uwwwww, planet mmplaw,darer..1m...Ron
Maseru .ofine enxrmmm•lmwnu, Ion 0lwse.npklesNthe MI Anticipateabonasses and unanticipated bypasses. 24"Min.
rm.m.."..m r•• Ix Mound cavorts moaned eta named mamma test uired
far Non-Extra stabth le Soils
rerun iaaa ateuiue ahe m•en,"x In nay with she Were*EBSC plano te,date Minim inspectb^ lel Noncompliance with the conditions of this permit that may endanger health or the B"
•
accordance gal•s m
pin, m cm approved
.e hsvlvee emirm m.me s.amrw a.Hemre,•aa awwnw e•.rwme+m.
M nommen ...ace x t womnutna w wmawaa wawae.m.w, M er sp ficaam
a unm.aaw zcewwar.eNrna awmrwn ... __..
aimed.°. ...Se 1 ma."1 the w.eawuarmmm•aaaenb" MI he mmir... Complete dent and sign an Inspection report. 2.Reporting Tim/nines and Other Requirements
mu ...malo acsorommn,wn bennodorernerna ent measures After a pwmittee becomes aware of an occurrence that must be reported,he shall cont.
Section Yew
m mmay°vaw.waw.mn ^atn el a°maru been
nodose.,
the appropriate Division regional office within theatimehames and i^accordance wilM1 the
lls Correawaunmhamteen taMn mmko(meapproved Nsu other requirements listed below.Occurrencesoutzde normal business hours mayakobe Typical InstallationofSiltFence
.rywwmxwN ...am.. armor MSc muumuu pn<mmleR,da and Henan inspection
•rM<ompMwn of reported to the Department's Environmental Emergency Center personnel Ni®a)
sun asgo3s8 Not to Soak
mwmpmwatresmwn nwm 2.MdINmal Oocumeetaean to be Nept an Site nenxnon. ceen..n RwulWnmrame.i eve Nswmylos amarp9heeetb
Its _ late. ,.mdnwdam.•s•at"."m.wrvnwr ...Rion to the MSC plan documents above,the folio*.Items Mau be kept on the .IYweksedkT005 nwrtw mnronk mtaimmm
lg... side and available forinspecrorsatalltimes during normal business hours,unless the Moosein n. wndaw•a report Mal caaim ad scePt0n of Me
g,°ww Uhvilipn provides a site-specific exemption band on unique she cold Mons that make +mom or wetland way it
sc.usresnm this requirement not practical: sun the requirement Ma wm.n'seen one
iw•m �.Ikw
may a.
I. •,m ra w,m whe+a
°"� 1Atl11" Z. "'01e0°' r•m"°^ la) reek General Permh as west as Me Certificate of Coverage, relaenmamb mmm enmelxwNmhtwlmpweebrsnimem-
.._PriMen n, era svrma age.after received.
Bir+a:na Iamr,.mee:o i ta�.enawaiswviivrilmwnwoan:Leul.msc mmeawu+a,hhemmipaemybe suing mwnwmada,
wpmm lb) Re<oks gal Inspections made du Mg the previous twelve months.The permmnshall .Insp.tbnswappry mrcamngenMdp�ntasll nets
mewN record Me required observations on the Inspection m<od Form provided by the wm< p ma
nw.muuwaloentmm.ymwm.ent Division or a similar inspection form Mat includes all the required elem...use N additional
nelanamm S pOef
p ^1eb commustun. electronically-wailabk records in lieu of the required Pagan Copies will he albwedN Ie1mI+NIUand we. gialie
bPg
low wml°.a within O'wontde shown to provide equal access elk utility as the hard-copy records. cluse amnamv drte tint r wlumaM
E.
nemeses.. .m.m.rwraw o-w d. Years wMtamwnrn.m I°`"mMeese of "°"'T hAewNerrn.aw.m electronic mid°notification 11111
` sae.. 3.Documentation to be R.Med for Three Yee 2• \11 ////
An data enammmplete the a-Na.ae all msp dcd repdssnalmemmmainee b.a period lead .. lfg§ Q\31CA/j0/*
NOTE:Therein inspection resets Me required 7 calendar clay inspection requirement of three years after project completion and made available upon request l40 CFR 122411 k) <M TM nrt q mmA 91os/41A
e anticipated MM.and
lqn trod \� :a SEAL r' _
• PART II,SECTION G,nFM(4) WI kwsd •1MAkrnrmnowlr enrom 12•Alia
ORAW DOWN OF SEDIMENT BASINS FOR MNNTFNANCF OR CLOSE OUT am 1 1111. ..4 teem naw.Nnn.. Stake 34970
1 Nan gAafk m byp s. �\/��\�j \\\//\/
sealmenl bean:old lrepsm.ere«Ivarunaffhom atalnega areas crone eves gar more shall use oudN sln,te,n[het witmrmwmrfrom Mesanamwhen men ewins need robearewn down lle/i«« pcia as an omgrwarn.nngwtion.
for maintenance or close out unless this is infeasible.The drcumstances in which ilk mtfeasible[owhntltaw weer from the surfers shall benrelbr namae,tnmswith extended cold weather). ttbs�mh mat imam Yam.n,en'<,nnutmg<wml"+.eea<nakn M.
/ ...repo.spelt �1'9db:tiGINE gal'
Non-surface withdrawals from sediment basins shall be allowed only Mien all of the following criteria hove been met: wacwa adue;t•mrmeNmmempgaem.
hear n coring enteamndpat.and ilthe nonmme is halm
health apa.d time norcmommwke.pegNm at center of ditchi/Y A.H
(al The COO plan authority has been provided with documentation of the non-surface withdrawal and the specific Noe paMdor<oldh'lono In which k will pear.the noowda<e withdrawal •r^I°a ore^wpannedmrMun,sllminate,aM //ifill I
shall not commence until Me EBSC tan authority has approved men hem. �11mm=UI1711 reoccurrence.ore mmoma.me.HO IVALIBIN. Cross Section for Check Dam Use
IbI The non.surkce withdrawal 1s been reported as an anticipated bypass in accordance with Part III,Section C,hem(2).)and ldl of this oermh, as•-bv.05.10 +m Marmviremem Ma written ramnma 2"x 2•hardwood: I' ,I
(Cl ...Wring discharges....sated will controls to minimize discharges of P5lutants from atormwater that Is removed from the sediment basin.eamplesol VOroesirteoo^lrokMdude 2"x 2"hardwood stoke tly.,,"II
properly sited,designed end maintained 0ewatedng tanks,weir tanks.and filtrationsystems, fampest,OW Compost Sods through center of and 1
[ Id)Vege[al°d,upland areas of Me sites or a properly designed stone pad is used to the extent fees.lagtthe outlet of the simmering treatmentdesces described in Item lc)above, %:- /
le)Velocity dissent.devices wet asMeck dams,sediment trep+,and Hpres are provided at the discharge points or all dmatnng dev.n,ane „�l 7NORTH CAR�LINA
In Sedimentremovedhorn the amatehng treatment a.NmaaexdbedMuem(q mwelaaiswaeealna manner Mat aonnm<aaw a.potmona sediment mm waters ntthe anima stare r !%'fnvGonmental Quality _ /� /_..-.. ` `� Detail Sheet
2.
NCGOI SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 12.0E00 ��� I HURRICANE HOLE-SOUTH
o I 4,O"") - BOAT AND RV STORAGE
Notes: Cross Section Top View Wilmington Hwy.
Stomp Sound Twp.,Onslow Co.,North Carolina
- s.
/ 1.Compost Sock to be 8"minimum diameter with 5 mil thick mesh letting having 1/8"-3/8"openings. Owner/Developer:
2.Compost to meet Compost Blanket material properties,with 99%of particles p sing a2"sieve and Alusa Management, LLC
30-50%passing a 3/8"cove,
-83.Use 2 ft.minimum wooden stakes with a 2 inch by 2 inch cross section. 103 A ty,NC
Lane
E f 4.When using compost sock a5 b check dam,do not install in ditches greater than 3 ft.in depth Surf City,NC 28445
3 [phone]
3 Compost Sock Detail DATE:03/07/2024
i Not to Souk •
` g SCALE:As Noted
2
Fe
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners rj�
Feld Book:N/A 1LJT.\1
Disk Name:ACADR319NA
I Fgmame:Hurricane Hole 2-ESC PIaD.dwg MN
Jacksonville,North Carolina
a Job No.:3230831-844152414-w Number:
F-waterENC.com En.1%1
Rev.04/03/2024 KHW-Remove sediment rrap detail and add sediment basin detail Sheet 2 012 Phone(910)45
7 Firm License Number:F-0108