NCC232666_Site Plan or Location Map_20230912

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Legend: Tone.minty
Street Lawn Landscaping Chart AG-above Groats
Shade Trees - 86-Below Ground •
Quantity H Common Name Botanical Name Tree Type Height Spread "+' . +' • . • • . • " • o caty-Coble TV box
2 Ar Red Maple Acer xubrum Deciduous 4O'-60' 30'-50' s,• ` . . . . . ` ` . . w'. Conc,-Concrete
.
.W
2 Total \ . . . . . . . . + . ♦�..�.. . . + + . . D.B.-Deed Book Onslow Count)•
••\. w �../ \+' • 'Y ea-Existing Clmnaut a
.�' ego-Existing Guy wire Site
\W'Y •���/ \. `� -••\•._.._ ..1 o P-Edge of Pavement
Ne I. 0,• •/ 0 e -Existing Power Pole CA),
Type'IA"Buffer Landscaping Chart -.•-"/ • �'� wetlands \- g -ExistigWaterMeter S
. Ex.-Existing
gN.y
I •4' Lne(Typ) I'" 6L-6roundLeel Tint
Shade Trees At Maturity \r r W,• H/C-Handicap
Quantity ny Common Name Botanical Name Tree Type Height Spread ` 5.re . `` 0 IPF-Iron Pipe Found
30 Ar Red Maple Acer xubrum Deciduous 40'-60' 30'-50' \,v °',•'� 0 ISF-Iron Stoke Found
30 Total a� ,°
.. M.B.-Map Book
4 NCSR-North Carolina Secandary Road w/k RIQ4LAND6
Ornamental Trees 1At Maturity "\ \.+'W Pg.-Page NCJ '2q4
i Quantity 5 Common Name Botanical Name Tree Type Haight Spread • �' • • R-Radii
61 Cf FloweringDo \ ``'
E gwood Coxnus florida Deciduous 20'-30' 20'-30' \`C.
W R/W-Rightof-way
61 Total •
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1 v set.-10'x70'Sight Triangle
Large Shrubs At Maturity lit Typ. Typical s,,Rq�
Quantity H Common Name Botanical Name Tree Type Hei ht S read `Y. Concrete 'W
181 Ig Inkberry Holly Ilex glabre Evergreen 5' - 10' 5' - 10' �' II
10'Natural Undisturbed Buffer -Existing Shrub
181 Total '\„ (Type"A"Buffer),If Buffer is rot adequate, Q
plantings moat be dote to meet the requirements
• 1. of the Onslow County Zoning Ordinance. -Existing Traffic Flo.Arrow Vicinity Sketch
Type"A"Buffer Requirements- Not to Soak
I
I Landscaping Legend: North w Mood I P r 100
linearT a of Buffer,d 22e5h�d Evergreen
Trees, Q -Existing Tree
M.8.35,Pg.70 Zone i Shrubs. -Proposed Traffic Flow arrow
I Ar-Red Maple(Shade Tree)
tFlood i .._•+1-Wetlands Hatch
Flood Line(TYP•) I .ohpl Overhead Poceerline
wetkw Line
Zone"x I lood
I Landscaping Notes: Landscaping Data: 1 zone"A"
I 1.Plant material into edto meet the requirements of the Type "A" Buffer Required 2 Shade Trees, 4 Ornamental Trees,
Onslow County Zoning Ordinance.The Zoning Administrator may and 12 Large Evergreen Shrubs 6'Cgpe I Tract Data Setbacks Required:
allow for other species provided the applicant deenosirorss that Per 100 Linear Feet of Buffer Sidewalk I Total Area 23.93 Ac. • Front Yard 50'(Exceeds Onslow Co. Requirements)
it meets the intent of the Ordinance. Provide RopeOff Acreage in Parka or Side Yard 8'
2.Shade Trees shall include any permitted species of tree which has 1,512 L.F. (1,512 / 100 15.12)
Gazebo I other land usage 23.23 An. • Rear Yard 15'
a nature height of greater than twenty(20)feet.At the tine of 30.2 Shade Trees (15.12 x 2) ISF Area To Protect I N Flood
zone"x Acreage to be DistuStew.)bed
installation,all shade trees shall be a minimum of eight(8)feet in 60.5 Ornamental Trees (15.12 x 9) SC Septic System "" I or Exposed (Max.) 2.49 Ac. Setbacks Proposed:
height and have a minimum trunk caliper or diameter ofl0/16th 181.9 Large Evergreen Shrubs (15.12 x 12) 1 3 Number of Lots 2
inches when measured at the point 4.5 fact from the base of theI Front Yard 40't
tree or diameter breast height. I • 6'Wal� ,,:•i; I - Proposed Use Event Venue Left Side Yard 222't
3.Ornamental Trees shall include Type "A" Buffer Provided 30 Shade Trees (5 Acres or More)
any permitted species of tree which I Existing Land Use Undeveloped Right aide Yard 50't
has a mature height of greater than ten(10)feet.At the time of 61 Ornamental Trees 1 • • 4� • I w Zone RA Zone Rear Yard 959't
installation,all ornamental trees shall be a minimum of six(6)feet 181 Large Evergreen Shrubs .69y I ✓' '` 1 Fire District Northwest Onalgw
in height and have a minimum trunk caliper or diameter of 3/4th I (Richlands) Building Data
inches when measured at the point 4.5feet from the base of the Street Lawn Required 1 Shade Tree ,,C \ ISO Rating 9E existing Building S.F 244 S.F.
tree.Trees with multiple minks,such as Crepe Myrtle,shall be Per 90 Linear Feet of Street Lawn 27' 1 : x� '- I Number of Employees Unknown Proposed Building S.F 3,000 S.F.exempt from the calipersiadard, hti I
4.Large shrubs shall Fovea minimum nature height of six(6)feet
82 L.F. (82 / 40 =2.1) 2 1 WC Cona. Houma of Operation Unknown Total Building S.F 3,000 S.F.
and shall have a minimum height of three(3)feet at the time of 2 Shade Trees (2.1 x 1) I • !WC
I' •
I Water Service ONNASA
Septic
Hearn.Unit Sewer Service Septic System
installation. a, I f a .•-,'. Parking Data
5.Medi shrubs shall have a minimum mature height of three(3) Street Lawn Provided 2 Shade Trees I �'� s•i 1 10006a11on' •Too Tax Map 50, Parcel 9.6 a' king Required One (1) parking space for each
feet and shall haves minimum height of text(2)feet ee the time of ` / Tax Map 50, Parcel 4.11 four ( seats in the largest
installation. 1 / PmplTsed assembly room or area
6.All landscapedareas to have / 6•Ca na PIN-494400933879
gross,or mulch rover. 1 / .4,Building 1500 Gallon PIN-444400836572 (80 Seats-20 Spaces)
7.Irrigation Design to be by others. aEN! / Sidewalk I Parking Provided:
/ / tic Tank Deed Ref.: D.B. SORB, Pg. 929 ExistingS
North Per 1 D,B- 5777, Pg, 376 paces 0 Parking Spates
• M.B.35.Pg.70 I M.B. 35, Pg. 70 Proposed Spaces 20 Spaces /l H/C Space)
1 16 �y�-8 M.B. 41, Pg. 118 Total Spaces 20 Parkin Spaces
9 10'Natural Undisturbed Buffo' 8-" // ' "' 1 M.B. 82, Pg. 69 9Spa
(1 11/C Parkin S ce)
•
(Type"A"Buffer).If Buffer is at adequate, •
/ ",,.
plantings must be done to meet the requirements I eel w /
/ 95.79' 115.62' Notes:
of the Onslow County Zoning Ordinance. I • - 'ISF
Type"A"Buffer Requirements- •` ISF NI°52'SB"W 211.41' PBS
Per 100 Linear Feet of Buffer,2 Shade Trees, \ Brant 1.Development Area is Partially Wooded.
The Board of Trustees sCnu 4 Ornamental Trees,and 12 Large Evergreen i Brood I 573.30'04"W fetes 2.Flood lines taken from an electronic overlay of FEMA map CPN 3703404444 K(Onslow County).
D.B.516,Pg 408 �r shrubs. I Parking \ 35.97' I Effective I1/03/05.
undevelCON oped
a °' I L_ip Let _ ..IOSLF 30'Natural Undisturbed Buffer 3.There are a Areas of Environmental Concern as defined by the Coastal Area Management Act
MN:ndeook645715 . . . / (Type"A"Buffer).If Buffer is at adequate, I (LAMA)on this site.
[ ,\,bqy� ,v W v, �, / 1 M 88 Q 128•B7 \ plantings must be done to meet the requirements 4.Boundary data per M.B.35,Pg.70 6 M.B.41,Pg.118 d M.B.82,Pg.69 and Surveyed by Tidewater
E ISF,• 5ysr° f the Onslow County Zoning Ordinance.
5214��C..W'" °' W �'.ve •' M. \ Type"A"Buffer Requiremuds- I 5.Topography
Inc.maation*as/23.
created from Lidar elevation data obtained from the N.L.Flood
N71°29'2B"E \ Per 100 Linear Feet of Buffer,2 Shade Trees, Po9roP Y in
a . a . . GI.
8.34' ISF \\ \ 4 Ornamental Trees,and 12 Large Evergreen I Mapping Program.
s, a.
\ \\ \ Shrubs. 6.Wetlands Line taken from plan entitled"Preliminary 401/404 Delineation Sketch"by Davey Resource
I . . . W W W W . W
\ Lim J d Group dated February 2023 and partially surveyed by Tidewater Associates,Inc.dated 05/18/23.
/ . 4. .a. W W W W W \ \\\\ \ • fxe Stephen A.Tr Griffin 7.No N.C.G.S.or U.5.G.5,monuments within 2000'of site.
\ \\ \ D.B.1386,Pg.858 8.All distances are horizontal ground,U.S.survey feet.
W °' °' • • • . • . . . . . . \ M.B.35,Pg.67 9.Elevation bat"NAVD'88
/ ... W.W.a- W ..... W. . W. . ... . \\ \\\ \ Utdetw�lone'° 10.No Register of Deed search done by or furnished to surveyor regarding deed or covenant restrictions.
\ \\
4, W W W W W . W + 4. J. J. \ I PIN:445400007213 II.Stop signs shall be RI-1,30^x30"high intensity diamond grade reflective,installed on a breakaway or
\ two piece Mr channel post,7(seven)feet above adjacent pavement height to bottom of sign face,
\ \\ 10'Natural Undisturbed Buffer with a horizontal clearance of a minimum of 1 foot from existing pavement edge to outermost part of sign.
E .+W+W+ W+ • W• W.W. .. W . W . W.W.r Rhonda L.d \ \\ (Type"A"Buffer).If Rafter is not adequate, I 12.The existence of utilities may imply the existence of an easement.
. . . . . . . I N.y j•. ..' _ to Ernest Oneil Roberta I \I plantings oust be done to meet the requirements 13.Buffer to meet the requirements to Article SOT of the Onslow Cmnry Zoning Ordinance.
E . . . . . . .. .. .. 1 D.B.5777,Pg.376 \ I I of the Onslow County Zoning Ordinance. I 14.Siormwater drain to Blue Creek which is classified SC:NSW.
°'/ Wetlan •
ds Um J.d M.B.82,Pg.69 \ \\ \ Type"A"Buffer Requirements- 15.Anyonediggingwith equipment highway 9 way,private utility easements,or public
/ Stephen A.Jr Griffin RA Zane wi mechanized tin hi woo right-of-my,
Stephen
1386, a58 \ Per 100 Linear Feet of Buffer,2 Shade Trees, prop excavation n9
E . . . . .:✓W y U.(TIP) PB Undeveloped \ \\ 4 Ornamental Trees,and 12 La Evergreenspaces will be required by North Caroline law to give notice of the Lion to all existing
Serve A.a t M.8.35,Pg.67 \ Large
y '> 1 PIN:444400837770 \ I I area utilities within 3-12 working days before starting to dig.The utility weer k to locate its facilities
Mervin D.Sailers .r • . `�' RA Zoo •S, \ Shrubs, I
D.B.138o,Pg.471 . W -�,. Undeveloped • \ m \\ 20'Wide in the areas of the proposed excawtion.Utility members of NC 811 can be contacted at 1-800-6324949
M.B.35,Pg.36•
. PIN:445460007213 \ �a 8"CABC or dial 811
• Undeveloped W / \ \\ Gravel Drive \ I 16.There area properties or buildings an the National Register of Historic Places within this project or
'g \\ Feliciano Armijo Castillo d
P1N:MMW859312 - adjacent
. . I Fled - N42°22'44'W \ IA \\ \ m J properties,
Feliciano Armijo Alnan
Zone•A^ / [d 173.55' \ \\ \ o D.B.1974,Pg.774 I 17.This site is at within the Flight Path Overlay District.
18.Trash to be
i 'Y W -site each day.
/ , a Flood vP \ \ 3 M RA Zone1141. 118 I 19.All outdoor lighting shalt be shielded to
/„l,9 v Line awl \ I I \ 9 n9 Present glare from trespassing onto adjacent properties,adjacent
'SS°° \ \ \\ I Single Family streets,or otherwise create a nuisance or safe hazard.
I 5. Monde L.Planner t \ \ ^ PIN:444400836397 I 20.All outdoor lighting rag,and/or arranged or shielded as to:
9 O.B.5088.Pg.929 N71°29'20"E ghti hall be downward fact
, Flood Zane"x �rhq M.B.82,Pg.69 w 8.34' \ \\ \ °' \\ // a.Not cast light above an imaginary line drawn at the t f the light to avoid
1 RA Zone fft ,".
_ _ \ ..t.•AR07//� whether commerciale private from Albert T.Ellis Airport or airstrips,and/or�mli flights from the
E ez.30'ingress, \ \\ 'n military
tively
PIiJE4494008�3895 Rhonda L d r \ rrss,utility I \ease I O
- °57'49dW 272.7 Enw.ar Oneil m Went per \I xMOO Q''r<fS$/O y9 i- Marine Base Camp Lejeune or Marine Air Station New River. impacting air
IRoberts NOI°52'S8"W M.B.82,Pg,69 \ \\ 11e r.�0 �9r. b.Avoid casting light upon adjacent properties and streets;oM traffic
t Karen P.a \ D.B.57T/.Pg.376 211.41' \ 'C SEA- c.Avoid casting light into the right-of-may Ray Jr.Miller JI \ \ \ \\ - •
- ht 19 9 wW creating a 0)fee far meta vehicl s and/or pedeshrian.
Kenneth J.Huffman M.B.82,Pg 69 ry 1 = 34876
i D..e.an,,P9.779 I \ RA Zone \ \ \ 21.Perking lot lighting fixtures shall not axed thirty(30)teat in height and shall utilize full cutoff type
` M.B.25,Pg.205 D.B.900,Pg.101 \Undmc 573°30'04°W \ \\ I Q'• fixtures,
RA Zone M.8.25,Pg. PIN 444gm837770 '{ 35.97' \ \\ \ 4c'yGINE�;°�`
Single Family Ernest Oneild RA Zone \ l rage only.
PIN:44440p846476 Rhonda Roberts Single Family- ",b- `• I \ \ • \ \\ I ✓/_'°/ r4J\� permitted for Catering n
E D B.5765,Pg.510 P0N:Singe
Family
�, lE pp \ //'', \\ 22.This site is
\ \\ 13,8371E rodeo...Fire Hydrant
M.B.25,Pg.205 I \ \ ,i-,
p, jr RI,•gw \ \ \\ ' Major-Site Plan
t \I Feliciano ArrMjacastiNo a /y ex.gaud M.gravel .7114 a
1 :444ngle 00896orvy \ \ rp Feliciano Armifo Almoma \ drives \ p„p,,,d�le \ \\g/LA TSF drive
ISF
Pa4:4444ocsn aoo mete by others \ . ��4�� R .6-trsaa 1,tG �w
E % D.8.1974 Pg 1774 R/W `€ - I RA Zane �{ "}( COMFORT ROAD
I Overall Site NOO°53.4rw 124.00' Single Farm I" a ISF n ahf_ISF off; �, -It *•4,0 V 00 0 - - -
• Scale:1"=200' PIN:944403836397 0PP 6L 6L .,
rag Family Mel rah IINF ". eh EVENT CENTER
NO°53'41•W �' •' ex. era Richlands Twp.,Omkw Co.,Noah Carolina
I GRAPHIC SCALE 1"=200' , �rhetl uG- 1z4.00'-uG` ."P. „; shrub ex.spectrum
Comfort Highway NCSR 1001-100 R/W ex.eap ` �° ex.eop Owner: Owner/Developer.
����0 (55MPHSpeedLimit) ex cable a ex MU , a A1,ondeL,Blotter Ernest O'Neil&Rhonda L.Roberts
rate flog route •19'2 (Tax Ma 50,Parcel 4.6)
FEET b Asphalt Paving flog a� P 1114 Common Road
I Comfort Highway ac`°p ay Streetlawn To R/w ex.o.r wide "'t0P Richlands,(910)375 090474
NCSR 1001-100'R/W Street Lawn Requirements-Per brick headwall
Note: 40 Linear Feet of Street Lawn, •(55 MPH Speed Limit) 1 shade Trees. DATE 05/01/23 GRAPHIC SCALE:1"=50'
Contractor shall insure that he and all his workers(contractors,subconiroctaro and other site personnel)do not damage construction stakes or other measures R/1V R/W 0 50 100 150
used inlaying our the project whether by the Engineer or another entity including those under the employ of the cantroctar.Contractor shall muse his workers to II _ _
observe and verify to the fullest extent practicable that stokes,other measures and grades are,or appear to be,accurate and correct,and immediately,but prior SCALE:1"=50'
to any associated work,notify the staking entity of any potential conflict,error or question regarding the work The Engineer shall net be responsible if all of the FEET
E.
above measures are sot strictly adhered to.The Engineer shall net be responsible where due to damage,his staking can not be verified.Far critical or marry
components of the work where the contractor believes that staking may at be preserved,the contractor shell request the staking entity to place staking in an
area where its preservation can be insured. TIDEWATER ASSOCIATES,INC.
Field Book:N/A Consulting Engineers - Land Surveyors - Land Planners
Disk Name:Aced 13168 Jacksonville,North Carolina
Rev.07/31/23 BLD-Revise Per TRC Comments Filenene EventCenter-Sitedwg BLD P.O.Box 976 - 306 New Bridge Street-28540
Job No.:5230329-8333 Sheet 1 of 4 Phone[phone]-www.TidewaterENC.com Eat.196t
Firm License Number:F-0108
/AutoCAD Civil 3D\2018 Civil 30\Comfort Road Event Center\DWG\Event CvelerSite dw8,7/31/20238:25:15 AM,BID

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' 6P5 Grid North Joins County
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y v, . . v . . . . . . . . .• -� lore ... .... ......
re . • r
e .v .v . v v • + • e e e • r, e • r ♦ ♦ ♦ 20 Wide (tYP) mija Cos ......
\\ \\ t\\ 1\ Q ex.woods Feliciano Ar Cast Ile
• e .. ,,. ... . .v .. RhoMaLa 8•CABC Feliciano Armijo AlmonS t
e e Ernestdndl Roberta Ti y. \ \ D.B.19]4,P9.7I4
•
r• \r e v were•e• • \ PP \ D.B.5]]7,P9.3)6 \ j \ Grovel Drive: ABC M.0.41,Pg.118 Owbw County 1
•
\ e a e tom•. /Q\ ex.gravel M.B.82,Pg.69 \a 2 vim(,\ 00 j Stoneex.
J� dri `�iA Site
r• • . e/ e/ `\s e a • e. P\11F3,r v- _ \\ $ .- \ ` -N� ex.shrub tree I underground f
• • • • e .r a e e
W r• • • '.v e e
'� ♦ ♦ ♦ . r• o J r, ♦e .�...`..-..-. ♦;e W 6L \8 • 6LF Ipwautobedj•otcabble \ 4g ISF tree ate ez. ex ate. -spectrum box N"h A aDechv
• .7.. w • - R/WL� b - ' Inn.Out -�� t'A. Wee tree wee tree J! ISF R/W -$, rD
• ...\We/ / I v y�Wetlands \e 7`- oh•
D ISF 59.00 �riLi� _� V' /cow �Ti c2,9°
♦ W e
/ ./ are(Tyl.> - iP _i_o a Ham_•
WO
wow 6B ,��p �P �i�__• A a
•
/ \v• r �: 1r s. -xx 5fl33_ ..15"rep Inv T,SBp -a- - -�- - RRA o''(YS'I�r�� Ai� P Z ate.eo��1-3
\�v -ae- ./- -w.e•p- 58.BB�sZ"oV -B Fra-m RT1V- lle
cable ewewb • A1C j-lwY/ WCHI.APIDS
• i Wfef� / �� Inn.In roux fh9 • �� HY29
ex.OF.aide
L \ exe.P - - - - s9.za 1t9'o
•
'"•\ \ ' ` Asphalt Paving brick headxwll
• - Comfort Highway To R/W �4a�,�
�1�9L Seale
\ NCSR 1001-100'R/W w.58.3B ex ts" P li �y aS
V (55 MPH Speed Limit) a
tek.
4twRnvwow
Hood
use J.aVicinitySketch Stephen A.Jr GriffinEntrance InsetNot to sinkD.B.1386,Pg.858Seale:1"=Ml'
EenM.B.35,Pg.67are""' \ Release stink Erosion and SedimentationControlNotes:
YQe Eler.56.6 Hill 55.5 1.Clearing or grading operations shall begin at law points of autfell release or other boatnns
yh Food / 75 75 where sediment control neosures are shown on the plan end the sediment control devices
Line(7� (sediment traps,silt fences,diversions,srormwoter treatment arms,etc,shell be installed
before or simultaneously with the disturbance of any area draining to the device.
O o- 2.Sediment control devices and atr«tures shall be installed,maintained and amended as needed
0 / CI � / " •'.•O n$ i w to provide effective control of accelerated erosion and sedimentation until the contributing
\ *TV!• Inv.In gy a watersheds are stabilized.
55.15 5f/• ® 55.6 W d d•,u 3.Construction Sequence
.111144ii
Sneak / /-\ d Ea A.Notify Engineer,owner and Land Quality Section prior to beginning construction
d / ` -/ © 70 70 B.Install stabilized construction entrance at all points of access.
Provide Rope Off 55.35 57.15 f1
Area To Protect 54.95 4 ::ale m ©. Swok C.Install Silt Fence at Limits of clearing as shown Owner may lessen the amount to clear.
• ISF Septic System Sneak \ ©. ' p Confirm prior to start of work.Silt fence shall be installed at the down slope edge of clearing
Zone"X' Shape Arwo To immediately after lot is cleared Sit fence shill be Maintained until the lot is stabilized
•••0 •..\ \ 6'Com L Drain To 5tormpipe completely.Silt fences are shown based on topographic information in the locations expected
•
• Sidewolk --
to b¢needed to trap sediment prior to entering down slope areas.Actual locations of
Syr/ \ 'See Inset \ 1 a In In %IOwt
• •
• pe
• • DTo5tmpipe 65 65 installed.Where the actual topography reflects an upward slope Silt fence is not required.
Pt. ......24010104D.
D.Clear a grub entire area within the clearing limits.shown.Install sediment traps and rock
)1 ' Inset -•3•RIX check dams where Showo.
i 56.00 rL E.Simi x I a sit« for later use.
i ,1616 Swale Sink:1'=20' P Psoi kpie
I / - pfR� P -- F-Construct drainage ditches and install storm drainage piping.
• ®' G.Immediately seed,mulch and install temporary liners to ditches as needed.
......./-
/ :®i�`•� � ,+� ' \ /// H.Mainiainerosion control measures as neededxassure full functiewbiliry.
• -a- ./ 1 • 57.55 Q 60 / 60 I. Fine grade parldmg lot.Place ABC over compacted wbgnede.Install asphalt surface course.
s1 /// 7•
.posed
, •,4 Swale / J.Complete fire grading of ditches.
556wok� ®// ��Building ', ` :� j100D Gallon Pump T«kl L.ProIC vid mulch e ground dstashoulders
o,dd eandmitches. Permanent)
Rhonda L.& / E 5Algroan (Temporary or perimeter arena and slopes greater
/ 3 than 3:1 within 7 days following the completion of any phase of grading or corahuctmm and 14
Ernest Oneil Roberis / 1500 Gallon
D.8.5777,Pg.376 / R ® /.,. Septic Tank Drainage Pipe Chart days for all other areas internal to the project.
M B.82,Pg.69 / OUTLET * 4.Seeding Specifications:
EL] / ® g8,g I. 58.9I AREA Q DIAMETER GRADE LENGTH VELOCITY $i Apply lime and fertilizer and work into 4-6 inches of soil.Seed mixture shall be distributed
�If ob ,,/� ® • 1 PIPE (acres) (cfs) (inches) (4) (lf) (fps) 55 _rl- - 55 uniformly and covered with aclmn straw mulch.All mulch shall be crimped or asphalt tacked to
•Legend: `'� :¢ sf A 0.37 1.3 12" RCP 0.7 15 3.7 ^d hold in place.Material and application rates osfollows,and are gee wily considered minimums.
1 wait•
AG BS=�yow \ �_ ,\Mound // ,o- H 0.42 1.5 12" RCP 1.0 15 9.9 Material Application Rate
r �t -s7- II no C O. 0.2 18" RCP 0.9 48 1.8 0.00 1.00 Mulch rate to be doubled is crimped": pp
o cote-Cable TV box fI Lime 3000 lbs./ac.
•
Conc.-Concrete ®• Wheel \ 6'Conc. 58.0Q () ¢CIA Fertilizer (10-10-10) 750 lbs./ac.
\ Lot Sidewalk ' Swale 'Il'1 I c=0.5 RCP-Reinforced Concrete Pipe DrivewayProfile D.B.-Deed Book A 5xp '.'ISF n9 I W� Mulch 2 tons/ere.
eco-Existing Cleamut shied ( ) `6L I tc=10 min. CFS =Cubic Feet per Second Asphalt Tack 935 gal./ac.(Max)
Scale: Verticall"A'
o egw-Existing Guy Wire �' i10-7.2 in/hr. LF -Linear Feet Permanent Seeding
• Eke.-Elevation n - I \\\ Horizontal 1"=40' g
FPS = Feet per Second Common Bermuda
cop-Edge of Pavement (`6L 1 I (Unhulled Sept. 1 -April 1) 100 lbs./ac.
0 epp-Existing Power Pole 1 Is'' EGEFil
x \, (Nulled April 1 - Sept. 1) 75 lbs./ac.
0 ewe-Existing Water Meter \6L Q ( NOTE: Sediment Trap Chart "Rebel" Fescue 50 lbs./ac.
Ex-Existing
1 1. Contractor shall use invert elevations shown on plans
• 'g \ 111' for construction. Grades shown above are rounded. Sediment Disturbed Volume Size Rye Grain (Sept. 1 -April 1 only) 50 lbs./ac.
FFE-Finish Floor Elewtion \ \ I \, Trap Area (Acres) (Cubic Yards) (Length x Width x Depth) German Millet (April 1 - Sept- 1 only) 50 lbs./ac.
61.-Ground Level
H/C-Handicop \ \ 81 0.31 93 29'L x 10'W x 9'D Dec Temporary
yApriling
l5
0 IPF-Iron Pipe Fouts \ \\ ` Design Standard- 133.3 CY Sediment Trap Volume
C) ISF-Iron Stake m Pipe
\ \ 9 per Disturbed Acre. Kobe Lespedeza 50 lbs./ac.
Rye Grain 120 lbs./ac.
M.B.-Map Book \ \ April 15 -Aug. 15
NCSR-North Carolina Secondary Road \ He\ \
pit-� \ \ 4i � \ Skimmer Sediment Basin Chart German Millet 90 lbs./ac.
R-Radii 1 Sediment Disturbed Q10 Volume Surface General Top Dimension (ftl Qd Skimmer Orifice Td Aug. 15 - Dec. 30
Rye Grain 120 lbs./ac.
RCD-Rock Check Dam \\ \\ 9 eosin Area (78res) (3.89 (Cubic lards) A1,3(2f) (Len 62' x 21' X x 5' (1,071 Size 0 Dia. (in) (Days) 5.Once all areas have been stabilized,contractor is to removetemporory erosion control measures,
RCP-Reinforced Concrete Pipe #1 1.78 3.69 121 1,302 62' X 21' X 2.5' 1,071 2.0 1.1 3
R/W-Right-of-way \ \ regrode,a mulch to restabilize these areas.
7yp.-Typical \ 58.90 P 6.For additional requirements,see the approved erosion control permit.
S5B-Skimmer Sediment Basin \ "\ 070-CiA Orifice Dia. (in)=`/Qd/(2310•�) Swale Calculations Chart
\ \ C-0.3 Qd�iewatering rate-V/td (Cf/Day) Area Q10 Side- Channel VelocityVelocityMaintenance Plan:
Concrete \ \ tc-10.in
V=Volume (Cf) LAIC erosianaed sedimentetioncontrol devices shall be checked for stability and opeaatlon following
['';.i''j- ZO'Wide Section (acres) (cfs) Slope Slope(8) (bare)(fps) (grassed)(fps)
\ \ i10=7.2 in/hr. td=Draw Down Time (Days=3) ngrainfolleventand innavise less than ono eve k A waded
© -Exiati Shrub 8 CABC 1 - 1 0.94 3.9 3:1 0.5 0.323 0.22 every rvwtf-preduci every Any repairs
ng \ \ Grovel Drive Feliciano armioCastilloa H=0.125 ft For 2" Skimmer will be made immediately to maintain all devices in the operating conditions intended.
1 2 - 2 0.66 2.9 3:1 0.5 0.295 0.202
\ \ 59 84 Feliciano Armijo Almonm 3 - 3 0.31 1.1 3:1 0.5 0.292 0.166 2.Sediment shall be removed from behind silt fence when it accenulotea to a depth of six inches.
-Existing Traffic Flow Arrow 13.B.1974,P.774 Design Notes:
\ 9 3.Sediment shall be removed from the inlet protection devices when storage capacity has been
M.B.41,pg.118 1. Side slopes from top of bank down to inside bottom of basin are to be 2:1 i 50%filled,this includes uode enit
\ \ \ Q-ciA Friction Factors approximo ey raps/basins.
-Existing Tree 2. Side slopes from top of bank to ex ground are to be no steeper than 3:1 4.Any sediment tracked onto adjacent
\ \ 3. Skimmers shall be Faircloth Skimmers or approved equal C-0.5 n-0.02 Bare Earth mrys jai pavement shall be removed immediately.
�"' -Pro Proposed Traffic Flow Arrow \ 110-7.2 in/hr. n=0.05 Grass 5.Maintain Temporary Construction Entrance in a condition to prevent mud or sediment from leaving
D° 4. Volume and Surface Area calculated with 1' free board to the top of the basin the site.
ex.30'ingress, \ \ and 0.5' to spill way. v-1.99 R 2/3 s 1/2
lWetlands Hatch egress,utility pi - 6.A maintenance of all erosion control i performed kept
.-..l eosement per \ \ P 5. 325 sf minimum surface area per cfs of 410 peak inflow log inspections maintenance f medsMll be tonsix
Note: at all tie
M.B.62,Pg.69 s.
\ \ 6. 66.7 cy minimum volume per acre of disturbed area
a. : -Clearing/Silt Fence Line \ \ x • 7. Upon complete restabilization of all disturbed areas, and a 1. See site plan for typical section locations. 1111NI11//y 7.Any sedimentation that«curs rate the offsite stormwater drainage network shall be removed
approval by engineer with American �J�\\SN ARO 7i immediately to prevent the stormwcter device from sediment accunwktion.
-•••-•••- -Existing Ditch/Swale \ \ t� and NCDENR-LQS, remove sediment basin and regrade Swale, fertilize, 2. Line bottom of all ditches and swales (y�
seed and mulch. ��QP,
-ohpl -Overhead Powerlire \ \ Exeelsion Curiae Blanket. ^•T •QFFSS/O,Y."/��
-..._...- -Proposed Ditch/Swale \ \ \ •Q
= •a sEAL �: E Grading,Drainage,Erosion and Sedimentation Control&Utility Plan
\ \ EU 13637 LF to Nearest Pre Hydrant - 3487!
\ "ropoted\ route by o \\ \\/ ex.growl General Notes: Tract Data '; 'FNc �.�`
\Esc \ '" drive 1.Development Area is Partially Wadded. Total Area pg,93 pc, 9/�k COMFORT ROAD
R/W - 6L -.Iv 5920n `` 2.Food lines token from ae electronic overlay ofFEMA map CPN3703404444K Acreage to he Disturbed //N „ l�j` -yj EVENT CENTER
59.00 L6 (Onslow County).Effective June 19,2020. or Exposed (Max.) 2.49 An.
-,,uF en.l a• -° MS-11414113- r� t r lot, Number of tots z Richland:Twp.,Onalow Co.,North Carolina
Note: 6t �f a 3.There are no Arms of Environmental Concern as defined the Coastal Area
Contractor shall insure that h¢and all his workers(contractors, 1wa� - e pow -' - Management Act(LAMA)on the six. eraposed Uae Event Venue (5 Acres or More)
�,-"_�� �r �� w , - Existing land Use Undeveloped Owner: Owner f Developer:
subcontractors and other site personnel)do not construction y =-17.:....'' - 4.Boundary data per 35,Pg.70a M.B.41, .ilea M.B.82, .69 Ernest O'Neil&Rhonda L.Roberts
damage �iw,r' _ P9 Pg zone RA zone Hhonda L.Blether
snakes or other measures used in laying out the project whether by �.4.44�!l MOM •--"'"- - - 5.Topography information was created from Lidar elevation data obtained from Fire District Northwest Onslow l Richlands) (Tax Map 50,Parcel 4.6) 1114 Comfort Road
the Engineer or another entity including those under the employ of the ex.cable__ C� r• the N.L.Flood Mapping Program. ISO Rating 9E
contractor.Controcior shell muse his workers to observe and verify to �118 flog r� ex.ccarte flagIiii; ,� 6.Wetlands Line taken from plans entitled"Preliminary 401/404 belineotion Water Service ONWASA Richlands,NC 28574
the tallest extent practicable that stakes,other measures and R rude Ditch For Sketch* Dave Resource Grow dated February 2023. Sewer Service Septic System [phone]
prat grades e9 ex ap - 1 by Y D W
to be,accurate and correct,and immediately,but Positive Droimge Temporary ex.0.7'.tile - 7.No N.C.6.5.or U.5.6.5.monuments within 2000'of site.or appear y, prier Asphalt Paving PorarY Tax Map 50, Parcel 4.6
to any associated work,notify the staking entity of any potential conflict, To R/W Stabilized brick headwall 8.All distances are horizontal ground,U.S.wrvey feet. Tax Map 50, Parcel 9.11 GRAPHIC SCALE:1"=50'
or question regarding the work.The Engineer shall not be responsible Construction 9.Elevation Datum,NAVD'88 P55-949900933879 . DATE 07I31/23
if all
errorthe oboe measures are not strictlyadhered to.The Engineer shall Entrance 10.No Register of Deed scorch done by or furnished to.erve)mr regarding deed or PIN-994900836572 0 50 100 150
not
be responsible where due to damage,his staking n not be verified. R/W o nant restrictions. Deed Ref.: D.B. 5088, Pg. 929 MN M
D.B. 5777, Pg. 376 SCALE:1"o 50'
For critical or costly components of the work,where the contractor Comfort Highway li.The existence of utilities may imply the existence of an easement M.B. 35, Pg. 70 FEET
believes that staking may not be preserved,the contractor stall request NCSR 1001-100'R/W 12.Buffer to meet the requirements fo Article XVI of the Onsbw county Zoning M.B. 91, Pg. 116 TIDEWATER ASSOCIATES, INC.
9 entity p staking in an area p Ordinance.the staking ti to lace staler where its preservation can 6e M.B. 82, Pg. 69
insured. (55 MPH Speed Limit) 13,srormwoter drains to Juniper Swamp white is classified[(NSW. Consulting Engineers - Land Surveyors - Land Planners
14.For additional information,sin plan and profile and detail sheets. Feld Book NIA Jacksonville,North Carolina
Dick Name:Aced e3168 P.O.Box 976 - 306 New BridgeStreet-28540
•
Rhein,Event Center-Site.dwg BLD
••
Job No.:S230329-8333 Sheet 2 of 4 Phone[phone]-www.T,dewaterENC.com Ia.1961
Firm License Number:F-0108
MAvtoCAD Ov113D\2018Civit 30\Comfort Road Event Center\DWG\Event Center-Site.dw8,7/31/2013 8:26:30 AM,BID
L • .

•
RESERVED I RESERVED
Provide one HC paint I PARKING PARKING set plumb
•
symbol on each HC parking { -
space w/white traffic paint 18 18' �U -
alt
\\L'Sgn R'7°8
g•� (samogtoevMAXIMUM VAN Prune dead and damaged
PENALTY 9° ACCESSIBLE limbs as necessary
$250
1.5"SF 9.5A
12" 12" 5.5"ABC For Transition Section
finP'.,,o
Sire R7-8D Van Auessible Sign r wrcm(1.1n.1.4 oePaean�„ga.e
Edge for Nee Paean.
2piecesreinforced No.12 gauge \ �.. ' `'' `'' `'' `°' .'' .'' .. `" Ea zr:g yr•saH°rMwo wky
rubber hose galvanized wire,
Standard colors(all Sig.):
/ ,4 //�" ���i4i�i:i4i4i4ii�i�i:�.i:i+i:i•.4i'i46
12"xliner Aluminum handicapped Background-White 3°hardwood mulch.
�44�4� � � � �44�4�
k R7-8 or R7-BA,to read Letteri /Border-Glwan Do not leave soil 2-treated 444���--111 •••���.V.*.114,,44,••••4••• ••�
par parking sign Lettering ...................z'.............
°Reserved Parking°with identification Arrow-Green on burlap. wooden stake W ���
symbol(G.S.20-37.6)bolt to steel tube Figure-White on the Field All synthetic straps,balls and
twine shall be removed from 1/4 Compacted Subsoil Typical Overlay&Tie-In
with i"cadmium plated bolts,nuts, to 1/3 of the tap of the root ball arch swnrar To Existing Pavement Detail and washers
1-6" Corner Radius- "(Typ.) and all ropes or wires shall be
removed from the plant's truss • Asphalt Paving Detail Net to..
Scarify edges of tree Not to scale
12°x9"xt"Aluminum sign R7-80 lllllll, •or cram Y 9u vie
"Maximum Penalty$250"(G.5.20-37.6) Backfill mixture
(2 parrs sharp sand �I per tee fertilizer tabs
2"x2"Steel tube extend into coot.filled 4'-6" 'part pine bang mulch I 4 per tree
5 parts hlmiexisting topsoil 2 per shrub
ameter for ball
pipe 2'-0"Provide welded watertight sap, thoroughly mix to bodfill) shall be tHole wice ball diameter
paint white
, Canopy Tree Planting Detail
-- Not to scale
Paint pipe base white
Pavement 2-6"
8"Dia.Std.steel pipe filled with 1— Expansion Joint AConstrvcibn Expansion Joint
nh way w ru pipe°bag barsJdM3A
cinch way ihru pipe
1'-6°Dia.concrete base Concrete Sidewak Width Varies.
Match Existing
li
f Sidewalk Width.
Sign elemtian +I 3'-6"H set pl.aD—. des.
��(I 11 Concrete to be 3000 PSI.
Note:Handicapped parking sign shall conform with
2.Expansion joints to beat 20'intervals.
current state,bcol codes 4 A.D.A.regubtiotw I 3.1"Deep sawed or scored construction joint every 4 feet.
4,When removing and replacing sidewalk,remove by saw
cutting back to nearest construction joint.
Handicapped Parking Signage 5.Sidewalk to be placed on compacted select backfill and be
4 inches minimum thick.Match existing thickness if existing
Not to Scole sidewalk is greater than 4 inches.kmbsas remssary
a carrel Sidewalk Joint Detail
mDxr Iwz yoj;'r p,st„„re Not to Scale
at 120 degrees around the tree.
3"Mind.Denot I/
leave veil an burlap
I T I I to ryp ; I l I d. 1° wAll.e„Mxetswe rem..
:me en.r
D. 0 501l 1 .. __1.- I I afanw rop a IP":r 3 fmtM1!mru
1 _I
'I�j 1 1 l II or ires shall ne removed he.wnek from
I�rl`0;null ll ll lhy
5mrllyoacign
• w,I I cotalu eo I I wtesm, („,.„i,a,mea -__=_= -_= ,il waod«<rerilier..
II II throplymx parts n bacckkfil0 boll shall
2per.
2 pvawD
Section View•
ball alone..
• Ornamental Tree Planting Detail
For small trees with a low branching habit
I Not to scale
• 25'from EOP
•
• 9° 7/8"Diameter Hale
6'Long Preaoer 2" 2°
Bunper&xk
To
21/2•
Relntarcirw Bars 31/2•
vL�lln
Aynt I�
2 r2.1"Diameter Reinforcing
II Bar 29"bag peraochurx
u
Section View
f
Precast Concrete Bumper Block Set plumb 1pH ARU///
Not to Scale \ji
��Q`� ���i
?O�oFSS/Q:'1q�%
Remove container or wrapping,except ¢ SEAL r.
from shrub,remove
burlap from top completely
3 of root ball. 3497 E
F.
•
Shrubs in beds shall have entire bed
%gS'.v'I;G �,}, `;�
ADA holparedver entire than
bed.5k individual
lant 3"Hardwood Mulch
///�Ai�B f XV/'3/-j
i Parking s -1_ Detail Sheet
IIIIIIIII I IIII IIIIP artn swprer
— (Madill mixture COMFORT ROAD
(2 parts sharp sand
3 pint pine bark mulch Woadace Fertilizer tabs EVENT CENTER
5 pain existing topsoil 2per shrub Richlands Tw Onslow Ca,North Carolina
{ thoroughly mix to badda4) 6°MIN p'
An entire plain bed or row Owner owner/Developer:
i when more than one plant eused. RhonrTaL.Bletner Ernest O'Neil&Rhonda Le Roberts
Shrub Planting Detail (Tax Map 50,Parcel 4.6) 1114 Comfort Road
10' I e'Sin. I I hl0 8' Nlm to scat. Richlands,
NC
O28574
)
Parking Spaces(Typ.) DATE 07/31/23
i Not to Scale
SCALE:As Noted
TIDEWATER ASSOCIATES, INC.
Feld
Book:N/A Jacksonville North Carolina
Consulting Engineers Land Surveyors - Land Planners
p Disk
Name:Aud#3168
Filename.Event Center-SRedwg BLD P.O.Box 976 - 306 New Bridge Street-28540
Job No.:5230329-8333 Sheet 3 of 4 Phone[phone]-www.TidewaterENC.com Ese1961
Firm License Number:F-ol08
MAUNCAD Civil3D\2018 Civil 3D\Comfort Road Event Center\DWG\Event CenterSitedwg,7/31/20238:27:09 AM,BID
1
)

NOTES:
Channel Tap
PART III PART NI PART III 1.sediment shill be removed and the trots reefed tcd to its original
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORUKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING et nl cam when nee t remove has accumulated asin talc be design ina
fthemap.and in
schmmadfrom the basin shall erdeepmed ina
auitak area and in such a manner that it will not erode
SECTION A:SELF-INSPECTION SECTION B:RECORDKEENNG SECTION Cr REPORTING I LL
Self-inspectIons are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Repeated 2.The and fleaahall be checked regularly to imam m.it a structurally
1
below.When adverse weather or site conditions would cause the safety of the inspection The a dE&SCplan as well asapproved deviation shall be kept on the site.The Permittees shall report the following wend and has not been damagedbece by ked or move that s nter is
personnel to be in jeopardy,the inspection maybe delayed until the neat business dayverve any- throughout
gaream or we the height of the outlet t the embankment
to imam that its center is B
(dorm, pest Y °^ approved E&SCplan must be kept u t date[n s hour the cover der thispermit. 9 #07 Stone
which h is safe to perform the inspection.In addition,when a storm event of equal to or p p•R ug age ire (a) Visible sediment deposition In a stream or wetland. atleast 1.5 feet below top of the embadarwt.
•
greater than 1.0 inch occurs outside of normal business hours,the sel(-Inspection shall be
The following items pertain[normal
oThae E&SC plan shall be kept on site and available for
Inspection at all times during I business hours. 3.Weir 1en91h
performed upon the commencement of the neat business day.Any time when inspections _ (b) Cli spills if:
were delayed shall be noted in the Inspection Record. Item...nent Mpmenteden/leggrmn•ms • They are 25 gallons or more, S(a'i )Arm Weir Length -;7!17J'i- --s:.,s;���
m
(P)Each ERSC measure has been Installed Initial and data each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours, 2 6.0 r,^
•
Imam I(aMNg^amY lnapmwirmada tidMs,w: and daeen.ngnlNcanlNdematafromdN of the approved E&SC ganpr complete,risk • They cause sheen on surface waters(regardless a/volume),. 0 100 Store Slrec.e
^ naurd locations,dimensions and relative el•wab. and sign eninepmtion report thataopncoN each 5 12,0 5'
(..nit hit h pig ma a ainq.l+amounts
mga'ae akr,wmm are merge eunngawMeid err Shown Sr the approved E&s[plan. plan.
measure shown on me apprmed E&SC • They are within 100 feet of surface waters(regardless of volume). Min. 1.5' A ••'•••' -
A
ameaartM hdmn periods,aN no 1ndhNu.-aY mare in rmnbn le plan.Thin documented.b required Upon the 4.Sea segment trap dart for mks.a Meas. -
a en eanaue,record rift aaeuleam ram measurement for mere at- initial Installation of me Ease measures*,x Spier
con lam^es.0 einem,.a a sits nap•cibn,s the measures are modified after initial lc) Releases of hazardous substances In excess of reportatae quantities under Section 311 ,k,-.4. Apron 1}D
needed).Dan m ankh no ra m ocawM ma k recorded as Installation of the Clean Water Act(Ref.40 CFR 110,3 and 40 CFR 117.3)or Section 102 of CERQA 3600 cu.fit./Ann * • ..Check Dam Width
(Ref 40 CFR 302.4)or G.S.43-215.85. ,1 d Y / S -..Cl - D Depth of Channel
approved ay the Ci.onm'r um another rwmman h Medea IN A pl,ex m grading ran been completed. Initial and date a copy of the approved Ead[ Storage A M1 ':::CMnne rim=Median Diameter of Slone
ID eX lent once per Identification of use measure impacted, plan or complete,date antl sign an Inspection
awns 77 calendarmve era end amo rim°nspecc[an, regatta indicate completion of the d) Anticipated dunanSi fed bypass.. •'' m
me won• cam^et mep ast eaeem.mpaat. construction phase. ( pate bypasses pa ypasse A¢ + )-tit Eresibli. `BOJ}tom
Magmata."were apeman (e)Grou,d cover and instated Initial and dapaeoP/ofeMapproa<d MSC
) - l` \its.+ •-°e• B
hearsdann •wanton» •mow
ewmlt ONAN promrtr, .��. .': .. .�....
24 hours P.mamma,maintenance needs la me measure, In« damn wnhtM approved MSC pen or comae ate anal Ig inspection
(e) Noncompliance with the conditions of this permRth«mayeMai,ger health or the �� Pion View
6 pay c,ion,°maxis•,Una coma[mna°se»inns taco pen report tonrdvate pl wnh emved - environment Filter Fabric of
pi me.. .bast once, I.menenenim of use discharge caddis msommi ground cove specifications. 9°Din Npnq CgMaA l
°hdirge rederom Nye I.wee aw than»me„wect.n - ..-... - .... _._... - --..._. Trap Bottom to be ground
ma. b" Channel
mdaaslsopl MOM 24 worm.the attraction, MI TMm•Intnano and repair Complete,date Una sign an lnsp«Inmi rarsort. 2,Aftetaingnmeframes and Other Requirement Trap Bottom bed existing ground L W-Varies CTop IY
aces polite.such moil requirements for all USG measures f.--.{
z s.o I.N ' seem orwaww on, have been earformed. the appropriate
permlttee becomes aware of an«currence that mart be reported,he ce with the ti I I
n mentkwingaw site,au the appropriate Division regional office within the timeframes and to accordance with the Per Cross Section for
andalso settlement iW ...:.:.e•ra, (Channel
[mamrear ne amrsm n
lb
eaten not. L
x 1•)x.Nmrwer outside mad.,incma to measures. pen.mmgek.date and sign an Inspection reported to the Department's EnvlronmenuiEme en Center personnel at 800 11:' D
s o•a.pinn....,,ne ram a corms.mu.tr•n
At Mane.pm If segments.le band of r '1
I /aendrdays of the follow.she Ps made: port to Ind...comPebn of the pe Emergency P ( ) .-. 4'Min. 1}D
•
I one sewn za I.nmNntwenmaeri upanmkemetNkmnr[harn»ion co.r«rice action. 858-0366. -"g'-' i _re_'LfT "+ sa ehanCho-f i k - ~�1 'Y.\t�}D Fbw
neonate min the 50,s, x_r '- IaP..,s(gL _}1){ �' "..t:. m • • t_
•
•`9 y�.:l AM _ Eme .......... s�,,dr,,
onaraen,,M 2.Additional DocumentaNOnro be Kept an Site O¢unaawe RePortlngnriMremn UlMGisaownY)andtMnReadrwnera sap aJ �._y By Paszr'ry .°.w.•I•Y"
saunas nd�b nasty be scams menmrmrminwurc In addition to the E&SC plan documents above,the following items shall be kept on the MI visible sediment •Inlets Lawn anon lotelettromcn.Tahom p "-, Sw 3:1 Side
( onnoneo.eam pec during dew, pt . �iy 6 Below p #6'Ml.m
{([ aoyN.w,m•,one data site and walk..inspectors at call Drees darn normal hours,unless the deposition in •anon cone^rim that eena.•.....km d u. A a Sbpe Max. Settled To
isl Streams for lenience per 'l'anam wwmwnen»mcw»rid dda m«mnmapnarR steam or sediment and m g' Channel
1 wetlands Divisionovides a sire-specific fic exemption based on unique site conditions that make wetland se,men an ken to address the cause d me d•pmubn. .. -• 1:1 side of Dom.
iendsamhe f or emote auvlrr dove' stream numsm WIMP, Pr p P 9 FNv - 'b',L's' 11 Max. gotta.
this requirement not prectical: Division staff may wave the requirement for a written report on a Fabric - x Section A-A Section B-B
I d ken ,tl case-by-case basis. Natural
aka m M. (a) This General Permit as well as the Certlfkate W COvetage,after it is received •x the stream b named on the NC 303f.list as impaired for sediment-
relatedGrouts
IN _ eats^ S I1(1 perm. causes,the yermhbe may Immolated to perform additional 3 Nate:
_ sualkation ; se ets 1 MSC instalPtion of it. b) Records al inspections made during the twelvemonths The coax shall monitoring.Inspections or appal mor•emng•ntpt t."Kaff Given dimensionsore minimum unless otherwise specified
measwm rca. sera ann�»compm and konw eaen4enu,Nry ( record the required observations on the Inspection Record Form provided by the emerminet.taaala le require..,rc,wedeam»sure compilence M'" by the Engineer forsite specific conditions.
with me Its«al or slate or ale edwatersmrmitbm.
«d.a.mtleomiviwnrmdevalepmen,pwmanem ONbbn«asimilar inspection form that includes all the required elements.Used Stone Section
marl. electronically-available records in lieu of the required04ODsolusand • Iidn WI ludeurneaolOreletroicnotiication.TM,mtfatin Fortified Rock Check Darn
paper copies will be allowed if release. shall include information about the date,time,nature,yob.and
moon.. shown to provide equal access and utility as the hard-copy records, Not to Scale
measures have Menpr»adNwith..requh e hazardous bmlbnq,tM"litmrckaw. Temporary Sediment Trap Detail
umemame anon assurance Mat Met will eprwaeeas 3.Documentation.be Retained for Three Yeah substances per Item
i .enn"`°°"+`- Ileac)above
i All data used to complete the a-Nil and all impaction records shall be maintained fora period - - Wawa dOmalbl� Not to Scale
NOTE:The rain inspection resets the required calendar day inspection requirement. of three years after project completion and made available upon request[40 CFR 122.411 Icl AnBcloaetl •AraAmmrNmetpdsae aserc llarNba/Ilwe
bypasses CFR The report Mulpspf an evakatlon OltMNBdpated merely and
i 1aIA1svic:pfinimb effectet the bypass.
PART 11,SECTION GrITEM(le) (d)ass.s[ts tedcon • WRAka teuteedeo.dcoalareotthaticludatbn-
DRAWDOWNOFSEdMENTeASINSFDRMAINTENANCEOR CLOSE OUT
bypasses(era CFR •IN quality
unu psi del.of the
brport that includes reevaluation of the
t 122.41(m)1311 quality and effen othe bypass___
(e)Noncompliance • wiuw,ale warn a^oral oe a.m.notification. -I m rmraM»bn
E Sediment basins and traps that receve runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the candltsam • Md.7 cafe..dep.a report that contains a dearipamn.the pits."*"
€ for maintenance or close out unless this is infeasible.The circumstances to which tl;snot feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit,.[ noncompliance,and its c.a.the period of ronomaiww,
( Non-surface withdrawals from sediment basins shall be allowed only when all of the foibv.ng criteria have been met: may endanger including evert dates andtlmes,and it the noncomplance hes not ara
as aawe
health or the been conmtM,the antkiWlm time noncompliance le expected to 4.DM. car Wean•
[ (a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in whkh it will occur.The non-surface withdrawal err.ranmemlao continue;and eked okays or penned to reduce,eliminate,and i„.nmeme)dmahldwden f.r su,w p
CFR 122A]IIN711 Prevent reoaurreme of the noncompliance.No CF.n report
p1(6f ° "g AM.. Dan t,°•"g)
•
shall not commence until the E&SC plan authority has approved these items, (Ws pig) ,I L5'Umrale'al'g
pe bypass in accordance ()(c)and() permit, •vasebnstae may waive the requirement for awniltp moon ono 1'� Steel Posy
(bl The non-surface withdrawal has been reported as an anticipated dance with Part III,Section C,Item 2 d of this case-pycmpg basis. UMW ..'
_� t-n
(c) Oewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin.Examples of appropriate controls include tEe Mn $'w'q'�bC
properly sited,designed and maintained dew.ering tanks,wear tanks,and filtration systems, •ink �wh Fabric tine ,��- 6 g a q'b'S hOr ley- I' Swale Detail
(d) Vegetated,upland areas of the sites or a properly designed stone pad Is used to the extern feasible at the outtet of the dewatertng treatment devices described in Item(c)above, ancw sg'a.Qr's^a"tek ' 'rtm,•'Zp`°b'TAi
1 (e) Velocity dissipation devices such as check dams,sediment traps,and tiptop are provided at the discharge ponies of all dewaterbg devices,and j s�Ti NORTH u j� ''�.hN qrb' I[ Not to Swk
Sediment removed from the dewateri treatment devices in Item above is disposed of to a manner that does not cause deposition of sediment into waters of the United States. A•,,e Environmental Quality IIIIIIE Nm:lamm omen k.lmmlWmN awks.
I 10 rag Ic) po P ��:- li par N Note: 6"Belo Wire Mesh
Burlap shall not be used. b"Below Ground
NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 Baffle r ...pia 41 ;:
ne,xnm°'r„ ewi,w,lm '�W.f. t'' • '1/i
€ mtmtesaotuaan tywmffw eideedb ner J' ▪ n.Il. Note:
i tlwe operand d 5 for posts shall be:
s•m°c.a,s.,r :".�(l•'s�-:-i/ Spacing
vl+i, 1.8 feet maximum with wire mesh
€ Mapper a"°des x-x i jinni.", or
linnet Existing Road
ii 2 6 feet maximum without wire
Direction of J1x�
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH tP'"bean _ mesh with extra strength
THE NCGDI CONSTRUCTION GENERAL PERMIT EQUIPMENT AND VEHICLE MAINTENANCE D¢ITE[3antvnr A basin "6^9t
1. Maintain vehicles and equipment to prevent discharge of fluids. -'� Run off flow filter fabric.
1 Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment __ _ s_ hs nog, Steel Post • �,q4•.�
we
€ activity being considered compliant with the Ground Stabiization and Materials Handling 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the �`S: -r '( ` l�,qm,°w;em„m°: Welded Wire Mesh
sections of the NCG01 Construction General Permit Millions E and F,respetttyey),The ;1„iy soy 11IF project. _ �' i I IYl N LL`� „n i .er ti
j permlttee shall wmplywith the Erosion and Sediment Control plan approved by the
ma�e,"' , �m 3 2�fa mm�gp,r Conteul Fabric
date fed authors haven indiction.all details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as •°"•t j+{;_�?l �(m �W • ,f aadn uaessty-snore.; Control Fabric N ga authority Blur P« hazardous waste(recycle when possible). ewnanmwm,Mmemdn Compacted R/W R/W
may not apply depending on site conditions and the delegated authority having jurisdiction. arlro.5a;a,m.eat Soil
5, Remove leaking vehicles and construction equipment from Service until the problem �.PS �'��' Plea view Ground Lire
SECTION E:GROUND STABILIZATION has been corrected, M.--^""' �•efertee °
€ Re.aired Ground Stabilization Timelrames 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products ua •psx_v"s'' a< RaliTam 'roverwer man / 24°Mm. '�' 50'Min.
to a recycling or disposal center that handles these materials, ffi^y=t1ABtd We. �e deep g°gm.idsdwwz. Extra De th Rip trail e�S"•
1 Stabilize within this -' e.ai"rd t�e,a„a' rime for Non-stable Soils }�3} Length
Site Area Description many calendar eeur TMefreme variations p{,y(1apD- = '•4-`T 6 gW -I I{) gt 4T6rEJ
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE an., Construction °
€ Ind disturbance 1. Never bury or burn waste.Place litter and debris In approved waste containers. _ 1 _ Entrance
tt (a) Perimeter dikes, 2. Provide a sufficient number and size of waste cOntainers(e.g dumpster,trash CONCRETE WASHOUTS (-' Section View Profile s•''
imales,di.hes,and 7 None receptacle)on site to contain construction and domestic wastes. "--) I- �perimeter slopes I. Do not discharge concrete or cement slurry from the site. r/I E.mwemwfmm
€ Pe Pe5 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local ''°d'•0 �,x gam" uaa.•ela Typical Installation of Silt Fence - 12'Mi
I (b)High Quality Water waters unless no other alternatives are reasonably available. and state solid waste regulations at anwt.ekes LLL mama. (see"ate)
7 None andapproved with
th. leeShallow Not to Scale
I (HOW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Mane a from mortar mixers in accordance with the above item and in Ma m pit
moat coil�°"a°n°n toms
from upland areas and does not drain directly too storm drain,stream arwe[land. Be was rAwm mt,N Plan View
I IC) Slopes steeper than if slopes are 10.or less in length and are addition place the mixer and associated materials on impervious barrier and within r near Ada
3:1 7 not steeper than 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter gilt fence. Section View Temporary Stabilized Construction Entrance
€ allowed provide secondary containment.Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable.It an p any
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for Not to Scale
i length and with slopes steeper than4:1 7. Empty waste containers asneededtopreventoverflow.CleanupimmediatelyIf review and approval,If local standard details arenotavailable,useoneofthetwo Skimmer Sediment Basin Detail
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. Not to Soak Conslm.lon 5pecificoliom
(A) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean u0 and dispose of waste in designated waste containers. sections.St.mwater accumulated within the washout may not be pumped into or 1.Aggregate osize.f-Use 2-3 inch combed stone
-10 days for Falls Lake watershed discharged to the storm drain system or receiving surface waters.Uquld waste mar 2.Length-As effective,but not less than 50 feet.
-7 days forperimeter dikes,swales, q be pumped out and removed from project. 3.Thicknvsa-lot less than six(6)inched.
y PAINT ANIL OTHER LIQUID WASTE A. Locate washouts en least 50 feet from storm drain Inlets and surface waters unless it
4.Width-Not less than full width of all points of ingress or egress.Minimum of 12'.
(ei Areas with slopes ditches,perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 5.Imiall fiber fabric under entire footprint of the sorsi5t0e entrance.
flatter than 4:t l4 -so days for Falls Lake watershed unless 2. Locate paint washouts at least 50 feet awe from storm drain inlets and surface can be shown that no Other alternatives are reasonably available.Ata minimum, 6.Wash; When uses prior
on
there is zero sloe y rag- necessary,wheels shill be cleaned to remove sediment to
Install protection of storm drain Inlets)closest to the washout which could receive
• P waters unless no other reasonably an area
onto publichcruhed stone
Whenwdmrusrequired,anpprisdoad sediment
permanent ytemporary spills.overflow. tea stabilized with sediment
stone bepmv drains into sediments Note Aker the [cessation of construction activities,an areas with tam 3. Contain liquid wastes In a controlled area ° approval Map
7. Locate washouts in an easily accessible area,on level ground and install a stone I"Vent or sediment basin.All sediment shall be prevented from enters storm drain,
• ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. Q9 n9°rh
practicable but in no case longer than 90 calendar days after the last land disturbing5. Prevent the discharge of entrance auh front of the washout.Additional controls may be required by the with Yellow rip Balm Akleummgnap mirth,or watercourse entrance
shall
use of sandbags,lecoen boards or other approved
g soaps, detergents and other liquid wastes approving authority. etl INN methods.
•
activity.Temporary ground stabilization shall be maintained to a manner to render the construction sites. °tlp6 \NlClipy /
• surface stable accelerated erosion until permanent ground stabilization is achieved. 8. Install at least one signdifec[Ingconcretetrucks to the washout within the project \\\ OA /// 7.Maintenance-The entrpce shdlbemainigned inacondition which will prevent
Rmios.Post signege on the washout itself to Identify this location. -- 2AQ1ior ° Q'( ��/� tanking or flowing of sediment onto public rips demand
-way.This may require periodic
• 2)"pvc float ��rQ,•F E8$/Q�- �i top dressing with additional stone m conditions demand and repair and/ar cleomut
• PORTABLE TOILETS 9. Remote leavings from the washout when at approximately 75%capacity to limit '� •�Q y9 of any measures used to imp sediment.All sediment ryilled,dropped,washed or
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground,at leas[50 feet away from Storm drains, nPl Stabilize the ground sufficiently so that min will not dislodge the soli.Use one of the overflow events.Replace tarp,Sand bags or other temporary structural
Streams or wetlands unless there Is no alternative reasonably available.If 50foot components h ,� C: ,4 •/a tracked onto public rights-of-way must be removed,
techniques to the table below:• offset is not attainable,provide relocation of portable toilet behind silt fence or place ompenensw when no longer functional.When utilizing 4•Sch 4o `� _ SEAL r•
•
Temporary mNuagRan P.rm.n.dstaegMuon products,follow manufacturer's instructions. ''r`4 .� ❑ 34g7g • _
ParuF on a gravel pad and surround with sand bags. 10.A[the completion of the concrete work,remove remaining leavings Coupling 1i•Sch 40 SOLID ors basal k 6-e'
•TemFeerypassuedtomred with shwa or •hrmereMpau seen covered with straw or 2. Provide stakingor f portable toilets during P 8 gs and disposeM concoction I s:i8
go po g periods of high winds or in high in a^approved disposal facility.Fill pit,ifa liable,and stabilize an disturbance SUPPLIEEDD RVUSETI4„...
-�!4 ,Id.• ` `$• ....mulches am txaame other mulches and tackiness foot traffic areas PP Y
•INdros•edrN •Gen..fabrics such et prmarenl aggor reused by removal Of washout.
3. Monitor portable toilets waste hauler oremproperly leaking
of any lead is and al.re /N •••• \.,
:•Rolled erosion antra products with or rtiMorce�matury UUlizealicensed sanitary waste hauler to remove leaking portable toilets and replace �I��,O /// /y,li Al •
\\ ,T�•�'3
witout temporary grass seed •Nydroseeti 1 ', �
•Appropriately applied straw or other mukh •Shrubs or other permanent plantbDmveretl with properly operating unit /
,•Plank sheeting with mulch HERBICIDES,PESTICIDES AND RODENTICIDES Piri.4 alma
L. Store and a 1 herbicides,pesticides and Diinlet Detail Sheet
• •uniform afro evenly dbeibtedgromdrowr EARTHEN STOCKPILE MANAGEMENT apply ll(- Skimmer shown in
restrictions.
suKkient a restrain erosion 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at least i%WA". 2"HEAD on aentrr of
•strucNralmallwa amasmncme,asp.itm 50 feet away from drain inlets,sediment basins,perimeter Sediment controls 2. Store herbicides,pesticides and rodenttcides to their original containerswkh the floating position
Y ® inlet and orifice
rending walls and surface waters unless it can be shown no other alternatives are reasonably label which lists directions for use,Ingredients and first old steps Incase of 2.threaded
m clomps COMFORT ROAD
•Ro.d...en control prod«ewlm passaged available. accidental poisoning. 2•threaded cook nipple
• 3. Do not store herbicides,pesticides and rodenticidesIn areas where floodingis manktend EVENT CENTER
2. Protect stockpile with silt fence Installed along toe of slope with a minimum offset of the p 1 Dimensions are approximate.
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. possible or where ymaya ill or leak Into ells,srocmwater drains,ground water 2.Bare'f' eOsolid,not foam core pipe)should belle time.tbed h of wafer with a minimum Richlands Tw„Onalow Co.,North Caroline
1. Select Rocculants that are appropriate for the soils being exposed duringor sunfacewater.thef a se
lerioft clean area immediately. length of b'm the inlet con be puikd to the side for main more than 10'brg weight P 3. Provide stable Stone access point when feasible. q. Do not stockpile these materials smite. may ham to be added to inlet to mother t.;nammd buoyancy.
construction,selecting from the NC OWR List of Appeased PAMS/Flocculonts, 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance 3.Inlet tape.down from 2"maximum inks tea l.5".real and hose.Bmrel is Mager to reduce
Own Owner/Developer:
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements.Soil stabilization Is defined buoyancy and tendency to let inlet hut issufftcient for flow through inlet because of slope.The Rhonda L Bletner Ernest O'Neil&Rhonda L.Roberts
3. Apply flocculants at the concentrations specified in the NCOWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated inlet orifice can be reduced wing the plug and cutter proeded to control the outflowrote,
PAMS/F/orculonzs and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary [control needs. HAZARDOUS AND TOXIC WASTE (Tax Map 50,Parcel 4.6) 1114 Comfort Road
or permanent see chart far each individual brain's orifice diomew. Richlands,NC 28574
4, Provide ponds 1. Create designated hazardous waste collection areas on-site.
ragarea for containment of treated StOrmWatef before discharging 4.Inlet is 4•pipe betw«n t.straps vimcess a tin the Inlet and duminumsarandoor [phone]
Offike. %� 2. Place hazardous waste containers undercover or in secondary containment. (smaller than shown is illustration)for arena to the inlet and orifice inch).
S. Store flocculants In leak-proof containers that are kept under storm-resistant cover /SI, NORTH CAROLINA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
or surrounded by secondary containment structures. -•i/''Environmental Quality u
2 Faircloth Skimmer Detail
Not to Scale DATE: 07/31/23
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
SCALE:As Noted
i TIDEWATER ASSOCIATES,INC.
Consulting Engineers - Land Surveyors - Land Planners 11
l Field Book:N/A L/11\�
Disk Name And R3168 Jacksonville,North Caroline
Filename:Event Crater-Site.dwg BID P.O.Box 976 - 306 New Bridge Street-28540
Job No.:S230329-8333 Sheet 4 of 4 Phone[phone]-www.TidewaterENC.c.n eo.t9at
Firm License Number:F-0108
Y:\AufoCAD Civil 3D\7018 Gail 3D\Comfort ltoad Event Center\DWG\Rvent CentaSitedwg,7/31/2023 8:77:36 AM,BIA
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