NCC233486_Site Plan or Location Map_20231127

<; \ \` Legend:
x lzn \/ 7 �wi 1 t. Aa-Aaw �&
(-Centerline W
AI11SOn /\ / \) \ � \/ ®osw ■Cle Connate Monument Found
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i 1 mil/'�j�ly. Ql / 13t9eM --\--
....,_*. D.B Deed Book , / 1 z yyl, up
7 / / '/`\�I!� ) , ` 1 -ua IOU
�emh Existing
Monhek s"
/ /� ` mod I �+ ' Knell I-9oP buy Wire
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L _/y- 4,•�' s. -. OIPF Iron ripe Found '''.e9 y
�. /•/ \ )lA�• 129 m / OISF Iron Stake Fouts •' a{„�\
• `/ I \ "'-'1‘..'som x't `+wt93 �/ MBL MidnwmkBuilding Line
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ti 1� �.. o / \\
_ TV / P/W Right-of-way
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— / „# / / \ \ (��(-- A'//f / of of -Silt Fence e,;
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\ \ / r'ak
M/I / / \ \ I 1 -Waodsire 4
/ (/ i / / \ \ / / I I I I 1
1 / 4 13 / / / \ Lots ( I 1 I
1 I \ / I I Soot 3 of Llacoln Heights I I 1
\— !v, (, / ( / / M.B.02,Pg 136 ) 1 I `�.`
\\ / :: \ \ \ \ 6ap�&509.dine Hill
Pg.699 Others I \ \
\ \ �I ; I Z/ � 1 \ / 1 \ 1 Vicinity Sketch
\ law / _ I /) \\ / \\ \ Not to Scale
\ ,\ l ) // / I I �����y\q �\ ��\ Survey Notes: ErosionandSedimentationControlNotes:
\ I\ - v1 / I I I Let 4 \\ \_�` \ L Boundary survey token from a plan by Tidewater Associates,Inc. 1.Construction Sequence:
5 \ / \ ��""'• \ / 1 Section 3 of Lincoln Heights / // \ \)1 dated 3-21-23.Additional survey work by Tidewater Assoc..,Inc. A.Contractor shall request the mandatory pre-construction meeting with
\�\ \ / ` ! / \ M.B.02,Pg.136 ti ( \ \ in October 2023. the City of Jacksonville,prior to start of construction.Contact Andy
3` \ 'yr/am �\ 0 \ Alex A.McMillan' 1 / /
2.404 Wetlands and Normal High Line Soatheastern Bourland 0910-358-3665 to schedule the meet:
3 3 / I \ \ \ D.B.572,Pg.3 1 I _/ ) on 9 by n4-
\ \ / / Environmental Group,Inc.and surveyed by Tidewater Associates,Inc. B.Sediment control measures are required to be installed at the earliest
I \X `' `� =\ \ I 1 / / October 2023. practicable date after start of work.Grading operations shall begin at
1 l/ - \ \ \ \ /j / • / / 'ii' 3.Flood lines are drawn from an electronic overlay of the digital flood map low points,points of adfall release or at other locations of where
\ /g \ \ \ d\ / / FIRM CPN 370178 4366 J(0nslow County)effective 11-03-2005, sediment control measures are shown on plan:and the sediment control
\ \ \ 1 \ L 1 1 / /�� 4.All distances are horizontal round,U.S,surveyfeet. devious shall be installed before or simultaneous with the of
• T` I. \l \ /,(( \ \ \ \ \ \ 1 1 / K / 1-0' 5.Areas re calculated by coordinates.
any area draining to the device. ty '�
\\ \ ( \ \ �\\ \ 1 1 1 1 6.The existence of utilities may imply the existence of an eaeement. C.Install stabilized construction entrance prior to beginning construction.
\N. / \ \ / \Lot.56 6 \ } 1 1 4. // 7.No Register of Deed scorch done by or furnished to surveyor D.install Perimeter Silt Ferree immediately after perimeter clearing and prior
_ 444 2'— _— Section 3 of Lincoln Heights ) I 1 1 / regarding deed w wvewM resiriciiore. to remainder of clearing and grading.
N.\\q', C \ _— _e4-\,�`` M.B.02,Pg.136 1 I T / �\ I B.Th¢GPS portion of the control work was performed to third order, E.Maintain erosion control measures as needed to assure full functiowbility.
\ \ Hatteras Bay Company,Inc. I ) /T /\` Class I,FGCC f anions,the coordinates were obtained Real F.Tent t seed,fertilize.and mulch all disturbed areas after
W/ d, — D.B.5741,Pg.581 1 1 1 I / \ 1 1 / y spat is by Temporary or permanent
\ �\ / ) (
1 III
1 /_ Time Kinematic Differential6PS Observations using Trimble Survey completing any phase of the grading work within the following time schedule.
\ "rg L tom tree of \ �'•P // I 1 1 I 1 Erode RBs 6N55 Receiver,NC65 RTK Network Adjustments to NC Apply temporary seeding and mukh if area is to be disturbed again and
\ y'/ �i 1xn I \ // / I I I I \ \ \ 1 k Grid NAD'83,2011 Adjustments.Average Positional Accuracy
/\6 Lr \ I \\ of > r f / / \I 1 \ 1 \ \\ \ / /\ 9.PropertyM Zoned RMF-Lb. is 0.08' permanent seeding and mulch if areas have been final graded and accepted
\ � // N. \ �\ / / 1 \ \ 1 \ I is currently by Engineer and owner.
--46 / / /`—_/ N. N.-� / / I Plb1 LI I/ / \ RMF-LD Setbacks: IJ Slopes steeper than ter and perimeter dikes,swaks,ditches and slopes,
,� \\_ \\— / 1 \ kony I I \ / \A Front Yard and area near HQW waters-within 7 days.
\ ya / /_` 1\\ / - 576°55.4q�3 ) ) I 1 I \ I Side Yord=6' 2.)Slopes 3:1 or flatter,and all other areas with slopes flatter than 4:1-
�s. / \ t1139• ' 3 ° Rear Yard=15' within 14 days.If temporary seed: s used to tent stabilize an area
c / \\ \ \/ Z30pp. \ \ I seeding temporary
/ \ // /___ \\ ) /— / .,sk \ M. upon final grading of the job the permanent seed,fertilizer and mulch shall
)F '{-,\/ �t oaoFlea I / / \ \\.4S // / / b b - \ -- be completed.See detail for seeding apecifiwtions.
/ \ p�ren0 . / / / / / 91/ 1 1.xe \ 2.Seetlirq Specifications:
I ( / I.._ 1 /, // 1 1 .T / / / N0521'15"E Apply lime and fertilizer and work into 4-6 inches of soil.Seed mixture shall be
I \ ///1 \ \— 1 I Rea distributed uniformly and covered with a clean straw mulch.All mulch shall be
tiO
// _ ) \ ' / / / // Wenaldr crimped or asphalt tacked to hold in place.See"Seeding Specficotions"for
\ � / / / I ( / ° 1ws lryP> '"^r material and appkcotion rates as follows,and are generally considered minimums.
Georgetown Lender,LLC 1aYl / \ ,F / —/ \ / 1 1 \ yi Nr y 3.Contractor is responsible for complying with erasion control permit conditions
D.B.5344,Pg.430 , ®11m m / /.....,
•
/ \ / n \ '°" permit for additional
M.B.37,Pg.231 / f e \ .\ ) I ) K�L92 N and NPDES general permit conditions.See detail sheet and
• I/ t , 4 p'/ k Lots 7-1U / ,p I l ill /:,,(( .tom .1. information.
(` nr C / / / // 4.Contractor shall amend meas..as required to prevent accelerated erasion from
1 W M ? \I D.B.5938,Pg.690 I'/ / !' e ,, a taking place on this site,until site is restabilized and accepted by City of
! // 4 M.B.02,Pg.136 / ) 1 / 1 1 \ c }± Jacksonville and Owner.
//�� M I / / ) 1 ,1, 11 t 5.Upon restabilization of all disturbed areas and stales,contractor shall remove all
44a / 7 �J vD — i //,k 1.46 Ac./ / / / 11 ,� z•Or \ g$ _.y temporary erosion control facilities and grade,grass,mulch,and restabilize the
OJ
• / 1 11 I i / // / / 1 1 `�\ v 6.For additional information,see permits.
/ 1 _ I kl
// `\ - \ // / \ \ �\ I •) IW //xIn z Maintenance Plan:
_/ \ \ \ I
MSS / ) 1 \ \ \ \ \ \ / `L/ ly v Approximate 1.All erosion and sedimentation control devices shall be checked for stability
/• / 4 /1z89 ) x \\\ - \\ \ \ 1 i i -\ / r,1zx _ Normal High Water Line and operation following every runoff-producing rainfall event and in no case
I y .,., o. / \ \. \ I s �-Y 4. hem less than once every week Any needed repais will t made immediately ra
r— / 1 \ 1 J ro os o,t eat I 1 maintain all devices in the operating conditions intended.
• / \'� I 6 / !. �4` 1 u its \\ z, /) I.Y or 2.Sediment shall be ronoved from behind silt fence when it accumulates to a
y ;�, \s /•// / , -\I! depth of six inches.
+ / —/—\ / \ I 1 'Ik\\ // . ' (— /) / ,y 1 ,1, a 3.Sediment shall be removed from the inlet protection devices when storage
�/ I \ \ Ia9 / \_ '2 /// \ / 9 kw I -� capacity has been approximately 50X filled.
\/ 1 I I ex ald y0 Ni;., 65 Ar I \ \ w. „elk \,1 /W MO £ 4.Any sediment tracked onto adjacent pavement shall be remo led immediately.
\/ 1 \ I i / \ "N,3f0.19 / 1:=)�\ l \ / �z 5.A maintenance log of all erosion control inspections and maintenance performed
➢rwa�( 1 f I l\ / I \ /270[bl } \ I / shall be kept onsobe:r0 all times.
/� _1 1 I \ r I I / / --_34 / s b 6.All catch basins to be installed with inlet protection
/ \ // ad
�//
/ ) 1P` / /// // / ..// I 572°29'5T'W
Note: \ \_.to- �W — r // // \ 7 /// // / T/ 7.24' Tract Data:
Contractor shall insure that he and all his workers(contractors,subcontractors l / // , /— I // Lora ll-la \ / /^—o'/ // / ' 1
and other site personnel)do not damage construction stakes or other measures \ / / I / (�/�.—/ / //— / Total Acreage in Lots 1.46t Ac.
/ Section 3 of Lincoln Heights— /
used in laying out the project whether by the Engineer or another entity including \ / 2 / d / M.B.02,Pg.136 \ __/ /) I Acreage of Land
(—/ / \ to be disturbed 1.7 Ac.
those under the employ of the contractor.Contractor shall cause his workers to \ rb — / .Sondra 6.Hemphill Trustee / /,.
observe and verify to the fullest extent practicable that stakes,other measures /\\ / // y — 71 /„."- D.B.4875,Pg.64 f / ) Number of Lots 1
n gro appear to be,accurate and correct,and immediately,but prior J / / / /— %/ 1\ Zone RMF-LD
and des are,or �— / J' / / /
to any associated work,notify the staking entity ofary potential conflict,error / — / / \ / / / / (City of Jacksonville)
or question regarding the work.The Engineer shall not be responsible if all of the / // / / / / /� \\ / // .( \\--/1
/^ I / / / / Tax Map 341C, Parcel 56 PIN 436616836991
above measures are not strictly adhered to.The Engineer shall not be responsible / • ( / / \ / / )
where due to damage,his stoking can out b¢verified.For critical orcostly / / / / / // / / / Deed Ref.: D.B. 5938, Pg. 690
components of the work,where the contractor believes that stoking may out be ) I f—
...--1
/ / / / / 4.I / M.B. 02, Pg. 136
preserved,the contractor shall request the staking entity to place staking in an / ( /� I // need um i / \ ,
area where its preservation can be inscred. Cyy\ I I I / / a.a.dx / /tkep \ J/
`�i�l'"1 ;, 1\ 1 \\ //4_ c- /// i befl `s,
8 /w \\ `Ir l / \ // I I ,,OPSHCAgO !�-j3-
\'I/ /` \ \ 1 / i / / ;��.Q,pFESBypry..29i 23
k`I \\I \\\`\� \,1 /" I ///x // A'¢ lasts g€ Clearing and Grading,
/ `c ///\ ; I\ 1\ \I \\ I // / ` r1 / ,�: �f �`, Erosion and Sedimentation Control Plan
LOTS 7-10 LINCOLN HEIGHTS
/ \ / `\ I \ \ 1 1, I / / ,/ /' /'/ SECTION 3
to
N.
. I
o \\ \\\\ \ 1 T l\ I \ I n / araanwllaTwp.,an wco.Nom carping
I / \, \ I ) \ /} / I l°J Benjamin Anthony Aragona
/ \`l\ 4. \\\ \\�^ \I I I \ 1 i/ l I/ y\ (\ / Jacksonville,621 dNo Carolina 28540
/ \ ' \ \ I 1 I ( I I / \-4..
[phone]
-s/—��e�—\ `�Z \ \ \ 6wrgetewn Leder,IJG I / I __ / /
�/ \ \ I D.B.5344,Pg.430 I I I r \,i/
\ / \ \ / I M.B.37,Pg.231 I I / / / DATE:10/30/2023 GRAPHIC SCALE:1"=40
r/ / '( 4% r/ / I I r ) I / 0 40 80 120
\\ \\ \�/ / I I j I I i / SCALE: 111=40' m Ili T
/ / \ \ I I I I I I / FEET
w, r$r.e —,r—�—�( `\ \\ /� ( t �' /' l/' I / TIDEWATER ASSOCIATES, INC
1 I / \ \ \ / f 1 / r X N. I / Consulting Engineers - Land Surveyors - Land Planners
/ \ / Field Book:Mon#183,Pg.67-68.78
Disk Noma:Arad 37.6E Jacksonville,North Carolina
Filename:Lincoln Heights-Erosion Han.dwg KHW P.O.Box 976 - 306 New Bridge Skeet-28540
Rev.11/13/2023 KHW-Rodeo Construction Sequence note A x 809 Job No.:32310058465 Sheet 1 of 2 Phone[phone]-www.TKlewalerfNC.com Est.1961
Firm Cicalae Number:F-0108
0

•
i .
Fall Permanent Sewing .._._..._.-_._._..._................................ Await 15-Nmember 1
PARTIII PARTIII PART III Ue .........................-"........_.............-._....._._............_............._..........._............._.........................._.. 2MWm
1
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECOROKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING 5- Eet� __.__..__._..._._._._....___......_._._......_.__..._,....._..........._.............._.......
o-20-lO Dp _._...._...._...._._._...__..._..........................................................................................._... SOO sin liMm!bertNae
im
Uvmdlktl Service Camden ._.._..._............___......_.............................._........................._"..... MWac
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING K2-3.MA. ..._._............._.........--".......__........................................................................................ 30 W/m
Self-inspections are required during normal business lours in accordance with the table 1.E&SC Nan Documentation 1.Occurrences that Must be Reported No to b Existing Road
....._........_............._...._._..._.._.......__........._....._._........_..._..._........................................-. 2s balm
below.When adverse weather or she conditions would cause the safety of the Inspection The approved E&SC plan as wet as any approved deviation shall be kept on the site,The Permittees shall report the following occurrences: *Straw NUNt .. 2oryx
personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland. --vx.-_��_,Ltnnv4aw_,",ew--
which it is safe to perform the inspection.In addition,when a storm event of equal to or The following items pertaining to the E&SC plan shall.kept on site and available far Fall PLNTIIanent SL•eding-(kntlptale• ...._____._..._. SeptEtlDv1-Feduery 28 �y,;.
greater than1.0 inch occurs outside of normal business hours,the self-inspection shall be Inspection at all times during normal business hours. Lime2totpz -w•
performed upon the commencement of the next business day.Any time when inspections Mt**[°°coati Centipede)
ions (b) Oil spills if: ---------------......... _.........._.........._ __.___._......._...........__..........._... '
were delayed shall be noted In the Inspection Record. Item document ee snae w5.tion Requirements • They are 25 gallons wmore, •••••to ......_.....(!.¢epaate4Nlzlrappovad ••
I wwcnt (a)Each EASE measure tee been essayed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours, Rye Grakl -............._......_._.._._....__......-__..._.....__......_.._................. ...__... SO bs/ac R/W R/W
mow, I rdumg normal Inzp°tanrmea,wwbnaw: and does not significantly deviate from the of the approved E&SC elan or complete,ace Cantpdesed
bwln•w M1mrq • They cause sheen on surface waters(regardless of volume),or
"""-"'--•'-"""-"-"""""""'•"'•'-""-""""""" 15 bit) (rammed k VW/
lij Raan t•mw Defy oeaynlnMlamounm locations,dimensions and relative elev:tbm one sign an inspection report that lists each *Straw WW1 .._._......_..____.._.._..-____.._......_..____._.._...__....____._..._......_._.........._.... 2taHae -
a maintain.ere h R no rain.Mn same ebwrvatlena ere mMe aim weekend or
shown on the approved E&SC plan. EN*measure shown an the enPr°ved er s • They are within 100 feet of surface waters(regardless of volume).
1 podwadnr holiday periods,and no Indsm neat'raider information. plan.rn.acumenwtbnh:required...on the Winder Temporary Cover November l-Fffintary 28 '
wail.5 mewl the wmulathe ram measurement for Mose un- initial imtellatim d the Ell*measures or d c Releases of hazardous substances in excess of reportable CT der Section 311 .- 2 tmslm d
the MSC measures are modified after initial () PO Line ......_........__......._._...._.....__....._.._......................_.........._......_.__.._._...__._..._._._._._.
aaenaea am em enm way e.eerrwm u a slm inspection U quantities le ... .. .. ( Length
needeel.ems on whim no raimaa mom,.shall be reserved as bsallatbn. of Me Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117,3)or Section 102 of CERCIA 1h1610 nI11RM ,.........___.._........._................_._..._.............._......._..._._..._.".__._........ 7g0lba/z
ON.
50 tett%
F&n Nlexlence apa.proved
by tleon alision....hum imparted
relwmostecea aece (bl Ayn.se of grading has been completed Mine!
ormmpk[ecda[e tn.sine Inzpectlan (Ref:40 CFR 302.4)oe G.5.143-215.85. ecR asc.............___..,....._..._.._._...__._._._..._.____....._....._...___ .._.__. .____. 7LI�(z Construction re••4i�
nd
IMwwras t elanderde 2 Daze and time cr:sa:nwxmn,Pw report to indicate completion et the *liRW mum ._...... ............_... 2fetsfx
a NanwdmepermnpMwwrg memzpetean. (d) Anticipated bypasses and unanticipated bypasses. Entrance
•�^��Y•
a. mn.bmuon phase. Profile
hours ..Nauanof..erdmmem,.w•ro°swaths SprirtgPemTanerrtSeeding .._..._..-......-__..__.....__......_.._..._......._....... tMBItltI-April 3o �.�
Swenta ste In properly, la Ground cover is located ant install. Initial and date a copy of the approved E&SC Line 21 m ere Not
VI ment3 s.POMP.nd m.lemmmnemslw memeaswe in accordance with the approved Eat* plan per complete,ate and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the ----------------------------------------------------------------- (See pie)
e oenriman,erdente,esuues of m•xtm aetm en aeak . P" report tolndkate compliance with approved environment. 5-1610 FertilizerFertilizerloon 1bVx
41D0 ....._.__.._.-....__......_.._.._......__......_..._.._......__....._._.__._...__..._._.._._..._._.... 500llirz
ploreswms. Miean omega 1.identification er Moe.durae eurrxls mspestee, ground cover Specifications.
""' P]Qg(ViCW
T calenaardm z Demand sheaf the inmenbn. Sandad Salog Leepetlm __.. __... SO bsfx
oana1,1 cra arid within as 3.Names[ tees performing Me inspection. kit The maintenance and repair Complete,date and swan Induction report. 2.Reportingflmeframes and Other Requirements Fawn
....._........_.._.-_....-_......_._..._._..._._..._. ._.._.
hours&a rain a Evidence of i.icamrs of normwatwpoluum soh as ea requirements for all MSC measures KY31 ."-.-.--.............-..-...-..•••___......__......_..__..._._.___..._.._..._....,,..__............... Wm
wmt,LelmM1ln nm,IlmgorwmmMowzordixdwatlm, halm benpeefomea. After apermitteebecomesawareofanoccurrencetrefecm bereported;danceshallcontact bdwRopla __.__._...__..._..__...�__..._._......_....._...... >Dbww Temporary StabilizedConslructionEnfrance
z4hous s.indication.visave sedbnun leaving Mesita, the appropriate Division regional offrce within the timefamas and in accordance with the *SVnakkgtll ...._._..................................._..._......._.-_._..._.._...__.__..._.___.__...._... zmlgfac
of cosnn ,Men ac le)Corrective actions have been taken Initial and dated copy of Ulf approved E85C other requirements listed below.Occurrences outside normal business hours may also be Na to Seder
S.oennptm,emm,and eatedmr.wnwxnens talon.
Inl°edmoter of mkaarencelnr If Milo sedimentation a found au Melts, m. 10 E&SC measures. plan or cnmplem ateand sign.tenmetbn
reported to the Department's Environmental Emergency SpringPermanent Seeding Centipede: April 1-]u 15
,Ice Tralmawdam of Me lwlwl,aM1.abe made: pa rgenty Center personnel at lB00) - - prf
report actin.the completion of the a�rx ComiNction Specifications
xurs,aae 1.Melons listm to rem upweahiaLa mesedkmaer Maecosier. corrective action.
B58-0368. lam ..............................._......__..........._..._.._..__.._._ ____..._....................._..............._.__.. 2
Iwursdaram meefl umm. - Ferbleer(kw ni.gen Mowed for 0.10.0 .___.,(A{pgnl10aWNmt Or centipede L Aggregate size-Use 2-3 inch leashed stone
even a Le iwhw a.onxaiptIon,evidence,am demo,enm:uee"cents Ws.and 2.Additional DOCOMe E&SC
to be Kept on Site gmmen. Repor„ngnmekameslAfter discovery)and Other Requirements aOPIR'ed altold on)n) 2.Length-As effective,but not less than 50 feet.
.ge,�rs n vim Me damns taken to comma inure In addition to the E&SC plan documents above,the following items shall be kept on (al Viable seamen[ •within reares,an orator electronic..ham ore sea _ gp
a an P ae toes 4.Thickness-Net less than six i(6)of all p
recree. She and available folios inspectors at all[Imes during normalbusiness hours,Unless the a . a.
Mxdeyaareport that *Straw Nu* " _ _ - M--T --
P B deposition in a ...._._......_._...._......__....._._._.__._._._._._._._._.__._._._.._......_._... 2 to-Wm
i Ise Streams or axewVbwwdkmnrarm a '- - - - - - - 4.Wiah-N.less of 12'.full width of all paints of ingress or MNetardam RMamxams.wmessed m� Division provldesasite-speci0t exemption on unique she conditions that make stream or wetland sediment andxamtaken to address Of aposnion.
meowsoff.. yore mash.,
calendar weanhas hems i !messed the Mimelwlsha Menem/req.d o` egress.Minimum of l2'.
orwdrs ravine,a ae octant Mena.went eery uernurusnsa per made: this requirement n0[pactltal: Division staff may wavier Merepwrcmem for awrlttm report una Late Spring Permarerlt Seeding Numb June30 5.Install filter fabric under entire footprint of the no construction entrance.
Mere Eversda rain 1.aex^ptiit evidence and dates.mm-spw arms tames ant core-bonze bases. Ilnle 2�algg b.Washing When necessary,wheels shallbecleanedtelvunove
•If the stream.named on Me NC 3o3la list as im air.for sediment. ._..........._..........„_......__.._..._.._.-___....__......_._..._..___._.......-.._._...._......"._....-..._....
at<wtlblw emmz wmmm aRxmmsdroe ar eersn.rem vevoothe yprewmo ovty ea (a) This General Permit as well as meCertiOcate of Coverage,after it is received. p sediment-
10-10-10 retie :._.-..._..._-.._._.__._...._...._.._.-.....__...._...._.._...... 1a001 sediment ted,insce ants public an
area
When
Mho-as aymal °aKr!Section G^•_GIalaania pen., related causes,the perm.tee may be repaired to perform addeMnal --- --- Mac prior pu right-of-way.
IH Ground Men once sham--I.Me pnaseoveracanellet eeoe of perm..EN* b Records of inspections de during the [woke months.The tteshaN man...nspectwns or an.,more stringent practiceslfre ¢ ---- ----,..._....__._..._.._..._......_......_.__.._._...__... ._...__ __._......_. $OO lbvrz washing is rite which drains
shall be gene onmem uabilized with
nut en.. Menem ar ceE.elawgam wubbl&lsemtlondsmmn () Pec ions ma 8 previous Perini determine that additional requirements are needed to xsure compliance Scarified Sena Lowed.. .. 10 balm crushed sbane which drains into on approved sediment tr.or.
._-__._..._._.-__..-.__..._.__.__...._.._.._._.-___..._. z Intent basin.All sediment shall be recanted from entering
mamas Mamtefadnrastue or
Mall Mediartaner record the required obse inspection
form
on the Inspection Record Form edelm provided by the with the federal or state impaletrvec,a mMioom. Gowen^ew^koa Crag...Rea ----.------._...._-- --.-----..------..-._-. eha �mentbroln,ditch, frofsand"gs,
nammemmmgm arrenter.moutpomawne Division or a similar inspection form that includes all the required elements.Use of H4Mrn 34Aaurs,anwalwekctronk notification.The notification *Straw Mukh -. .. 20 lz any g bog
ground whirl. electroniall-available records in tiett of the required will be allowed if (us oil spins and • ........._..............................�......._..____.__.-..._...__...__.-..._._..
z.mmmenumn Mature rc4wedyew,e mebunaxm Y q paper mpaesel,boards or other
release. :hallixwdeinformationaboutthedace,tkee,nature,volumeana grovel, orwatecour methods.
nwawrc•n,wtempmddeewM.Mermnkee shown to provide equal mressand utaitvas the hard-copy records. mrreeaa 1«amn.she 60IIar,algae. 7.Maintenance-The entrancedfllbeyOenedinacodition
Sumrrler Temporary Grier ._.........__......_.__........................._............... lone 30-Augls[s which will prevent flowing ofsediment onto him
e nwnao.ea:assure.matmen wu eeprovamm 3.Documentation En Three Years dab neatens Ig,g 2 z preven tracking or rgpublic
,menu•pwrWe. ._..._........._..........._......._....._...._..
1(bH)loop rights-of-my.This may require periodic tap leasing with
All data used to complete the a-N01 and all inspection records shall be maintained for a period - - - - ---- - ----- ------ --- - - 30-10-10 Fear .._........._........_.._.___.. ._...__.._._. 7001hyz
I NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of threeafter project completion and made availableWPx esf�CFN •ATharoWns include am efleen or � kanticla90va.EPee attd additional stone as conditions demand Grad did repair and/or
years prof p upon request[40 CFR 122A1) Moreton Mier .. ._ 4a lax
122Aim 3 Pate quality and d,tr y washed
ckd use,p'
2mw/x an rmenT.A sediment,
.....-......._..............."..........................,,.............................................................._. spilled,dropped, publicrights-of-way
1 11 WW1,2,Iheurs,en pi washed or crocked onto ri hisof
PART II,SECTION G,IIEM(41 al Unanticipated • Wlfmn z4AawA.n engrains electronic notification. ----- NOTES: must be removed.
DRAW DOWN Of SEDIMENT BASINS FOR MAINTENANCE OR CLOSEOUT bypasses(60 CFR •WfMv°zwlemaw doe,,a report that includes.evaluation.the 1. * Mulch any bedaubed fabprg IGe method used.
12241(mX3t smarm and effect bypass.___ _
e) -- -Noncompliance
•Mahar IS ,nmalor electronic notifiratbn._____.-......_.._ tonoao Swsicre
traps one le) theMnditia Devil/ °�Banele CITY of JACKSONVILLE mtp:lAxww.paawmiNc9mr
sediment main nonce osdoce out runoff inf from drainage circumstances
re morenotshall feasible
bleo wittrdrawwates erfromeaw wafer from the surfacewexample,
le,these devicesextd to ndedodwmdown ofthmemndtht •noein 7 nomliarte,ndits,ass,report the
of.anelance the Gv�.����a P' �t)�
for maintenancear<loseout unless this Is infeasible.The dreumztancesin which it is nwt(easible to withdraw water from the surface shall be rare(for example,times with extended cold weaher). of this permit that nopeompmnce,ana.s causes;the perbtl.norrmmpliance, 7a y(T" 4'C 1aai3anoml N.a zlGll Ice him Die w3awMDe srA'oma sFmsximms Derr
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may.Manger including enact dates and times,and tithe noncompliance has not SCA.: DETAIL*
health or the been Caner.,the anticipated time noncompliance h expected to SEEDING Nor To sale 350.01
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and roes specific time periods or conditions in which it will occur.The nonsurfacewithdrweal T it
enRwronmemlae coo ue anasteps taken plannetloredum,eliminate, �", S''' SPECIFICATIONS f.1 Peci De CF 122A101011 prevent reoccurrence of the rnn.mplknce.140 CFR.2,40110). ]an,2016 1 dj
shall not commence until the E&SC plan authority has approved these items, •ONIsion staff may waive the requirement for awdtten report one
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-bv_nose basis.
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin.Examples of appropriate controls Include
propedy sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible atthe outlet of the dewatering treatment devicesaudbed in Item(c)above, <'
(e) Velocity dissipation devices such as Meek dams,sediment taps,and riprap are provided at the discharge points of all dewatering devices,and a : ,NORTH CAROLINA
(Q Sediment removed from the dewatedng treatment devices described in Item It)above is disposed of in a manner that does not cause deposition of sediment in a
Into waters of the United States. �y!j 0*,Environmental Quality .m
s,v
°�i -'I FILTER FABIC
NCGO1 SELF-INSPECTION RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 a fife kw FENCING 1011(.DIEM
FAB.GG& 12'1N°ITER NCAVATE 24 KO TRENCH.
FEXONG.E1'IBD FABRIC 12•INIO E1ICAVATED TPBKH.NO
Y m�Z!`$`p4N�. BIFUAp yyDLM PERMITED.
W �R.tS4SSI!p.
eLgi3g $ VARIABLE DIRECTED PUBIC SERVICES ailECnbil
vWW es Y
�IWiS4i`.'1" R®IlCE TO 4P emc cut elms.
,k
WWW -''1r"4.•fFM*Fier.
W ii�li'i`n",•<i %i
'`\"'„'.par
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE I RECCONCE.TE VAROUT W W '�✓m!"��"�%'�"
THE NCGO1 CONSTRUCTION GENERAL PERMIT LINER �W W �VWp,$�4i'g%-'% _
Iry lementin the details and 1. Maintain vehicles and equipment to prevent discharge of fluids, i W" W W���k�e,!r$j��p$I YIELDED tvlE FENCE 4•SPACE,TOP&
p g pecitcations on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment w_Lit
_ _ `P W�tj�:�'�.?'�,�! all �,D MD„„
•
activity being considered compile.with the Ground Stabilization and Materials Handling 3. Identify leaks and repair as.on as feasible,or remove leaking equlpmentfrom[he e,•e y' - - e `� W " W W �G4�gi.%-4; ` � 12
sections of the NCGO3 Construction General Permit(Sections E and F,respectively)The �",1„1;- iTRET' °� W •,,./, W >��j:!riia4, III GUYS F@L EYIE10 FENCE WWII,
perm ttee than comply with the Erosion and Sediment Control plan approved by the protect n:l„I a1 v W W W 1,9 1'I II EXCAVATED TRENCH
delegated author haven 4 Collect all spent fluids, In separate containers and properly as Ir 1( Jut , -i d, ���.4 I I
g authority gjurisdnttun.All details and specifications shown on this sheet x W �i� I
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible). v W W W W W�!i
5. has been
correg vehicles and construction equipment from service until the problem '�' n� �h'e�s• W 1r7 W t--))"I�I I� 1 � Terre m� S.
SECTION E:GROUND STABILIZATION has been corrected. M'7,1-® .S'i"f.'- R S-O W 4, ENW t10IE 1 V W, DRIVE Fasts or INTO GROUND
R aired Ground Stabilisation TImefames 6. Bring used fuels,lubriants,coolants,hydraulic fluids and other petroleum products err g: " l v W W W• W W W•• rtre. IIII'1 to a recycling or disposal center that handles these materials. I lt=reWwd
Stabilize within this u -�"� W W W W?v�r1`I Is,_.
`
any ealentlar ..... .v v� * e WW W 'f� Ilk
Site Area Description Timeirame variationsEm � nzwrnw W- BRACE POSIg AT LWY
ays after ceasingLITTER,BUILDING MATERIAL AND LAND CLEARING WASTE "� eSL
and disturbance 1. Never buryor bum waste.Placelitterand debris inapproved wastecenta(ned. W\�/WW W WWW $?i' PONT
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS •I-i1` rut
swales,ditches,and 7 None receptacle)on site to contain connfuttion and domestic wastes. I1l ex W yl.Nix*Vitr4
perimeter lopes 1. Do not discharge concrete or cement slum/from the site. t,w - •[ 4f
3. Locate waste canalised at lean 50 feet away from storm drain inlets and surface 2. Dispose of,w recycle settled,hardened concrete residue in accordance with local tr j •- \ I,
(b) High Quality Water waters unless no other alternatives are reasonably available. - +" ➢' 3 r'`'''I .Saha
.am
None and agewalbwasteregulationsandatanapprovedfacilthe .1h�1(p -S ii .it!S5_ •
(HOW)Zones 7 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in Sit �'!�g„�.
I) Slopes nee manslopes are length from u land areas and does not drain direct to a storm drain,stream or wetland. addition the mixer associated materials on impervious 1.
pep per Ifslo 10'or less in lee hand are p H pace pervious barrier and within 1. �°T
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 la perimeter silt fence. (1 I70°HNL
allowed provide secondary containment.Repair or replace damaged waste containers. 4. Install temporary concrete washouts local requirements,wherea 6a T4 ..' ( L
-7 days for slo per qt yourshpliafle.If an
y pesgreater than 50'in 6. Anchor all lightweight waste containers during times winds. alternate method or product in to be used,contact yourapprovalaahonty for ---/- 1 _ _ _ , �!
length and with slopes steeper man 4:1 7. Empty wane containers as needed to prevent overflow.Clean up immediately if review and approval.If local standard details are not available,use one of the two NOSE2 li\1' III 1-1 1111-1 ii I
-]days for perimeter dikes,swales, contained overflow. types of temporary concrete washouts provided on this detail. ,�I\.1 I RKT l'
(d)Slopes 3:1to4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-Ate at an approved disposal facility. 5. De not use concrete washouts for dewatering or stone defective curb or sidewalk siI, JT_ i7 v
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections.5tormwater accumulated within the washout may not be pumped into or •I' I• •"STEEL DRIVE POSTS
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters.Liquid waste must ION.241(EXTRA Perim Reftu tED pm
be pumped out and removed from project. NOTES: UgapgtEBOpSI
-7 days for perimeter dikes,swal¢s, PRIM AND OTHER LIQUID WASTE 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it i' Toe n bsddlll IMO bench endcanpadse k
e Areas with slopesditches,perimeter slopes and HOW Zones 1. Do not [and otherliquidwaste into snortsdrains,streams or wetlands. an be shown that no aher alternatives are reasonably available.Ate minimum, sod Nash b anchor the boom of the Alt fence..yet The nofNT..loasd.1m2h Meknes No wolf B Wren woe the
() dumppain
14 -l0 days for Falls Lake WaterLocateflatter than 4:1 iss shed unless 2. water paint washouts e al least 50 feet away from storm drain inlets and surface Install protection of norm drain Inlet I sect to the washout which could receive �'there is zero slope waled unless no other alternatves are reasonabl table. Pr (s)c o an
y available.
LPlllsn washouts
2, TPimntestaapeaP.Iuty and prolong to lux of Mesa ferE,exsaataa Cia'IdinlerlabBllm apiabg the line of pasts
H`,A
Note:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wanes in a controlled area. whenemr ,``,t Rp"r
d stabilization shall be converted to 7. LacMe washouts in an easily accessible area,on level ground and install a stone Pelceble c/'x. D .t'Lt11
group permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs ete. entrance pad in front of the washout.Additional controls may be required by the 4 Tu.drae[mesgehadsg to sitfeicmay net named l acre/100LF,ofsthaee. :`�OQaFE63rp ;l'9
2 practicable but in no case longer than 90 calendar days after the last land disturbing S. Prevent the diuhageof soaps,solvents,detergenUand aherliquid wastes from approving authority.
, l/l
activity.Temporary ground stabilization shall be maintained inamanrar to render the construction sites. 8. Install of least one Sign the
conereto[corks to the washout within the project _ SEAL
E surface stable against accelerated erosion until permanent ground stabilization is achieved. jec s. Siff fx,�viell not be tired cadets of now(creeks.db11ileq,swds9c) _
•a PORTABLE TOILETS limits.Post signage on the washout itself to Identify this location. y. t 14575 - n 2
y. I0-3de(a i GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75%opacity to limit Oglarbner4 of Puo"c Serwcxs NW//vrmvkdao•Aleryp° .' • P•y �
1. Install porabletoilets on level ground.at least 50 feet away from storm drains, overflow events.Replace the tarp,sand bags or other temporary structural OOVitl P..=S CITY ofJACKSONVILLE -•QiNEEs,�_asQ.�•
Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of the streams or wetlands unless there is no on of
reasonably available.If re(oat components when no longer functional.When utilizing alternative orproprietary 7aC e'I'(., 3eclann ads N.ha 26511 'a'/"r M•S` -w,
a techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions. uw inns„R...am g�+orrtoa out+
L` 1 TamlwmrynWllleadon PwmanentasHOoNOR onagavel pad and surround with sand bags. Not To
OEf,5 a
•Temporary grass seed covered with straw or •Permareagass seed mwsedwith straw or 2. Provide staking or anchoringof portable toilets during 10.At the completion of the concrete work,remove remaining leavings and disposed TYPICAL hotmscele 3sU.gz aI nI
Pi
po gperbtls of high wills or in high approvedfacil Fill t f liable,and stabilize an disturbance _ ei
! °""rmdeesaMatlilfem other foot areas. used byremovafwash pit, Opp y ' c.._#.w‹ SILT FENCE �,,m;•-` SHEET t: Erosion and Sedimentation Control Detail Sheet
•q llroseeirg •Geary**fabrics such as permanent soil 3. Monitor portabletoilets for leaking and properly dispose of any leaked material. •
cut ■ ._•„ 'y"
I• Iled ouste Resareimosm.ol er with utdtn5eedingreinforcemen ong Utilize licensed sanitary waste hauler to remove leaking portable toilets and replace
F•Awldoaempxary®ataawo •Shrbseeag withpropedyppea"rag°nit LOTS 7 10 LINCOLN HEIGHTS
ppropnlatekapplNdsttew or other mulch •ShaMorother germane.pbntings covered HERBICIDES,PESTICIDES AND RODENTICIDES
.g law•Pcsreetng •UMormandevenl AhcVtl 1. Store and apply herblddes,pesticides and radenficidesin accordance with label SECTION 3
Y mound EARTHEN STOCKPILE MANAGEMENT
m sufficient to restrain restrain erosion 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides In their anginal containers wklr the•StrxWg wallsral Asumascmwrete,mpia0or 50 feet away from norm drain inlets,sediment basins,perimeter sediment controls Jacksonville Twp.,Can sow Co.,North Carolina
retaining walls label,which Tins directions for use,ingredients and first aid steps in case of
•Rdkeeroslon control don with and surface waned unless it can be shown no aheraltemativesare reasonably
1 eeo ew sad available. Do not torchal rbicidng. Benjamin Anthony Aragona
2. Protect stockpile with SDI[fence installed along toe of slope with a minimum offset a 3. Do not store herbicides,pesticides and rotlenticldes In areas where(boding is
POLYACAYIAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. possible or where they may spill or leak into wells,stormewater drains,ground water
3 1. Select fbcculents that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. or surface water.„a spill scud,clean area immediately. 621 Shadowwood Dive
1P' a. Do not stockpile these maadalso"she. Jacksonville,North Carolina 28540
construction,selecting from the NC DM Erosion
➢Aeisn Cvccub^Gs. 4. Stabilize approved
plan
thedny adamemal on this tailsheetabdlation isd.fin (9, -2249
2. Applyflottulan[5 at or before the Inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements.Soil stabilization is defined
,g 3. Apply flocculants at the concentrations specified In the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
•
➢AMS/Flocculonoe and In accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. 1. C designatedDATE:10/30/2023
4. Provide ponding area for containment of treated 5tormwater before dischargingCreate hazardous waste collection areas on-site.
offsite. ,. 2. Place hazardous waste containers under cover or in secondary containment.
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover �i�it�n7,NORTH CAROLINA 3. Do not store Hazardous chemicals,drums or bagged materials directly on the ground.
2 or surrounded by secondary containment structures. 1i)Environmental Quality
SCALE:Not to Scale
i NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners rj�
Field Bank:Misc A183.Pg.6768,78 Jacksonville,North Carolina 1/TI\1
g File KH
Nana:Acatl 3166 P.O.Box 976 - 306 New Bridge Sheet-28540
Rename:Uncoln Heights-Erasion Plan.dwg W 9
1 Job No.:5251005-8465 Sheet 2 of 2 Phone(910Firm License Number:F 01ogrENC.com En.1961
•
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