NCC224024_Site Plan or Location Map_20221205

CITY OF WILSON
LOWER BLOOMERY SWAMP
SEWER IMPROVEMENTS
WILSON COUNTY, NORTH CAROLINA
SEPTEMBER, 2022
CITY OF WILSON
MAYOR:
COUNCIL MEMBERS
CITY MANAGER
DIRECTOR OF
PUBLIC WORKS
ASSISTANT DIRECTOR
OF PUBLIC WORKS:
CARLTON L. STEVENS
GILLETTIA MORGAN
MICHAEL S. BELL
WILLIAM THOMAS FYLE
JAMES M. JOHNSON, III
DONALD I. EVANS
LOGAN T. LILES
DERRICK D. CREECH
GRANT GOINGS
BILL BASS IV,PE
KYLE F. MANNING, PE
Y u� SEAL '�:
�I� e e n 922594 ; c
',� Engineering
NC FIRM LICENSE: P-0115 a
WATER, WASTEWATER, SURVEYING q- 13-zoZ2
PLANNING, PROJECT MANAGEMENT
303 GOLDSBORO ST. E., P.O. BOX 609, WILSON, NC 27893
TEL [phone] FAX [phone] office0greeneng.com
I r"1� A TI /"1 A I K A A E)
_t
GENERAL
SHT SHEETTITLE
1. COVER SHEET
2. INDEX, GENERAL NOTES AND ABBREVIATIONS
3. SHEETINDEX
3A. EROSION CONTROL OVERALL PLAN
4. CONTENTNEA LIFE STATION (EXISTING)
SH
SHEETTITLE STATIONING
5.
LOWER BLOOMERY
0+00 TO 13+60 i
SWAMP
PLAN & PROFILE
6.
LOWER BLOOMERY
13+50 TO 27+00 j
SWAMP
PLAN & PROFILE
7.
LOWER BLOOMERY
27+00 TO 40+50
SWAMP
PLAN & PROFILE
8.
LOWER BLOOMERY
40+50 TO 54+00
SWAMP
PLAN & PROFILE
9.
LOWER BLOOMERY
54+00 TO 67+50
SWAMP
PLAN & PROFILE
10.
LOWER BLOOMERY
67+50 TO 73+50
SWAMP
PLAN & PROFILE
'..,
11.
MARBLE CT. I
SLATE CT. LATERAL
12.
FLEDSPAR CT.
BOYETTE DR. LATERAL
13.
WIDGEON DR!
MILLBROOK TOWNHOME LATERAL
14.
GREENFIELD SCHOOL
j
UPPER BLOOMERY SWAMP
LATERAL
NPDES NOTES
SH
SHEET TITLE
N-1
NPDES NCG01 CONSTRUCTION
NOTES
N-2
NPDES NCG01 CONSTRUCTION
NOTES
DETAILS
o
SH
SHEETTITLE
a v
D-1
DETAIL
v�i~O
D-2
DETAIL
} w Z
D-3
DETAIL
J�lr� i
D4
DETAIL
3 m 0- o
D-5
DETAIL
0 3 o
of 'I
GRAND TOTAL: 22 SHEETS
U 0 3
RELEASED FOR CONSTRUCTION
GREEN ENGINEERING

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GRE
FIELD SCHOOL
/ 50'X700' CON TRUCTI,4\ I I F � � / M �� � j>•
ENTRANCE I
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EROSION CONTROL CONSTRUCTION SEQUENCE (GRAVITY SEWER MAINS)
a
EROSION AIID SEDIMENT 00NTR0. (EaSC) PERMIT ANO A CERTFl[ATE 6 CO,ERA(£ (COL) NI6i of OBTNNEO Bffdif ANT LAND OSMRBINC ACTIIFS OCCUR- FAILURE l0 00 50 uqv RESULT IN FINES AND
RESCISSION OF ME APPROVED PERMIT. A CDPY OF ME sell PERMIT, ME CO. AND A HARD COPY IF ME PLAN MUST SE KEPT ON SITE, PAEfERABLT IN A PEN- BOX AND ACCESSIBLE NNINO NSPECTKN.
2. CONTRACTOR FINAL NOISY ME NCDEO DEMUR MLEGN munor- OFFICE AT (919) 791-12m. AS VEIL AS ME OyMER. A MINIMUM OF M HOURS PRIOR TO INTATON OF CONSTRUCTION ACTNTES
S. CONIRAOTON SNAML NRIFv LOLAnON OF ALL EXISTING UMMES PRON TO COMMENCING CONSMUCTON OF PNOJECT. DOTACT NORM GA.MARNA 811 Mu lt).
1. 91A11 INSTAML PR0. CONSTRUCTON BON TD NOD AS AIED PERMITS AND INSTALL PROTECT RAIN GAUGE NEARBY. CONTRACTOR SNAML MAINTAIN AN ACTMTY LW CONCERNING GRADNG
> nON.. N11CH INCLUDES T,eNCHNG ANO .NOSION mNMa. MEASURES AND RECONONc RANFALL DATA. ME .-I NSPECTDR ON PROJECT REPRE9:Y.- SHAM FILL WT ME SELF -ASPECT. FORN FOR
ME PROJECT, WMON IS TO REMAIN ON PROTECT 9fIE Ai ALL TINES.
S.WNTRACTON SHALL ATTEND A PREOONSTRUCTION DONFERENLE YAM ALL NTERESTED PARBES N ATTENDANCE (CITY OF MLSON. CONTRACTION. Nm DUKE ENERGY, ETC.)
E.INSTIL PERMETER EROSION CONTROL DEICES FIRST, INSTIL TEMPORARY STONE CONOTRUCacl ENTRANCES, SILT FENCING SILT FENCE o TILER, ROLN ch- DAMS. SILT MATTES, FILTER KAMS m OTHER
MEASURES AS SHORN ON ME APPROKO PLAN. CLEAR OILY AS NECESSARY TO INSTALL MESE DEICES. INSTALL nNBER NAYS If NECESSARY TO PROD. ACCESS ALONG EXIE... -.1 EASEMENTS STORM
DRANAO: STRUCTURES RECEMNG STORMAATER RUNOFF EVER MOM OR MRWGH TH PROTECT AREA $IIAIl BE Pf101EC1E0 SUCH MAT RDIMENL LADEN RUNOff DOES NOT ENTER THESE STRUCTURES.
MANS AS�can ON DRARINGS AND BETAIUED IN PROJECT SPECIFlCATONS. ALL- BE PERFORMED - REFERENCE SNEET D-2 OF 22 ran DETAIL INSTALL CHECK DAMS IMMEDIATELY DORIN DUDE OF CURAENT CONSTRUCTION AREAS AT ME END OF EACH DAYS. ALL TRENCHES ISHALL BE SAO(FILIED. UEAGINTAKE.
- TRENCHES OPEN. CONTRACTOR SHALL PLACE CHECK DA15 IN ALL DITUMES DOYNSTREAN OF ME DAYS DantURI ICE.
AND P-
I IF
_ REaIpENENTTSS OF a1 w TEAR OUA1Itt cC A ADW AsµxIIlIE As M`Y SPECSIIAL CANpTans OF ME NAnO1M0E PERAIrO9s, PAPVROINcnunUtt�uxEHAcnN�TIEs FmAVMISPR0.ECT.�f
ARY SEINER MIN REDMOVK/REPtAEENENT ACTIVITY, SUON SPEIES WLL BE OUTSOURCED FOR REPUNTNG ADMATY BY ME NEAREST NUIREEPY AND MANSPLAN ONOTOSRE-ESTABUSH
ME SPEEES IN ME AFECrtD IPREAS. UNDER NO CIRWMETANCES ARE MET -AND AREAS TO BE CR0630 MMOUT ME PRESENCE OF REPRESENTATNES IS ME Ott OF ML<AN AND ME PROJECT ENDNEER. WHENE
N PLACE. TM.M MAT CAmSINGS MAY BE UTUND TO MOSUS CONSTRUICTON EQUIPMENT DOWN ME EASEMENT. TEMPORARY STREAM CROSSINGS WLL FOLLOW
ME OTY IS MLSON STANDARD SPEOFlCAnONSISANDTWU_ BE REMOVED AT ME END OF PROECT, ONCE ALL PROJECT AREAS HAVE BEEN RE -SEEDED AND SUFFIOENT GRWNDEOWt IS RE-ESTABLISHED.
INSTALL AODh TEMPORARY CONSTRUCTION ENTRANCES AS REWIRED (AS SED) AIDDRIDING TO ME PRO.ECT EROSION DONTI O. PLAN AND THE OrAmALL Ocesn UCnaN SEDURAns. mNTRACTOR SHALL BE
REWIRED TO MAINTAIN EACH ENTRANCE FNSURNG SEDNENT DOESN'T TRACK ONTO STREETS AND ROA➢S.
j 0. PON ME NPDES PERMIT, DRWND STAdUEAMXN RILL BE APPLIED MMIN 1♦ CALENDAR DAYS FROM ME LAST LAID M IS ING ACTITY. FOR STEEP 9.OPES, MAT AREA MUST BE STdIH AMIN 7 CALENDAR
S DAYS
SMffiRCnSI AS AREASY��E CHT UP N FINISH GRADE NM VECETATON. TEMPDANY MATTING.
OTON DINGS, ETC. ENSURE SEdNENT IS CONFINED PAID ODES NOT TRAVEL 0011NSMEN.1 N STORM
1. NT (L-JNaR 0R OREATER RAINFALL) AND MANE R sin AS NFOESsua To ENSURE CWFUANcs. ANY NTO1E5Im,wm ON scouRED
AS A RESIILT aF mxsmucTON SHALL BE REST _ TO (IRIONN. FORM, REIN=. MM SUITABLE NECP ON IF NECESSARY, STONE UNING, AND SEEEED APPROPRUTE-1
12. PERMANENT DRWNDWVER SHAD. BE ESTABLISHED IN 90 CALENDAR DAYS HONfVER, NPOES GROUNDCOVER REQUIREMENTS SHALL ALWAYS TAKE PRECEDENCE.
1]. EN CONSTRUCTION IS WMPLETE. ME GINNER SHALL CONTACT DEMUR TO CLOSE OUT ME EaSG PLAN. M'TER DESUR INFORMS ME PERMITTEE OF ME PROJECT CL UUT, NA INSPEODDN REPORT, ME PERMITTEE
SHALL WSIT DEO.NC.GOVMCG01 TO SUBMIT AN ELECTRONIC NOTE OF TERMINATION (E-NOT) A S1DO ANNUAL GENERAL PERMIT FEE WILL BE CHARGEY, UNTL THE E-NOT ALAS BEEN FLUE
OUT.
a. IF NCINTLEAN
STEMPORARY SIONG SILT FEG AND OUTS„ FILTER BERMS, ETUI AND SLED OUT Y f I-MIG BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL CH OEICES (SU
ASVIIOCItt DISSIPATERS) SINWLDDEINGTALIID NOW.
1e. WREN VEGLIANON HAS BECOME ESTA _'U. CALL FOR FINAL EI- INSPECTION BY ENIRONUENTAI ar-C AR. cnNMACTOR SHALL BE RESPONSIBLE FOR ME SITE UNTIL BOB mOWM 18 AC11IE\fD, OR ME PR 1
SITE IS RELEASED BY ME III OF WLEON AND ME N 11o. UPON FINK INEPECTON.
op�Fresso�%y ` GREEN ENGINEERING
ftlrb SEAL �9°•'' WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT
rg, r• -
022596 ;
' NORTH CAROLINA FIRM LICENSE P-0115
303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893
TEL [phone] FAX [phone] OFFICE 00 GREENENG.COM
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AEN'TRAN CONSiRUC \
WNTENTNEA
/ LIFT STATION
INSTALLGPERMIT BOX \ \
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TOTAL AREA OF DISTURBANCE = 76 0 eC
EROSION AND SEDIMENTATION CONTROL
control measures, including but not necessenly limited to. A
over I4 dare.
2. Maintain all seeded areas arbil urdom, stand is wcaplabla,
NARRATIVE
hUdkn MrOhnoe, sill farm, pctedwn of
l
siamnaubuf am. dawn up and reskration of.. to the
4. ConshuGun shall be ple... dsn NAUMsdlMOpN.Rom.
3. If gNNnh NmA,stablished by final project inspedion,
satiehction Of both the Own., antl the DEMLR, Lantl
Can begin and end as quickly as Dossible.
con ram specifletl atknlion until the stantl s acceptable.
I. PROJECT DESCRIPTION
Q,.Uly Sesson.
5, SIR Penn- shall also he installed prior to ar ass first dap
4. COrectamd re pair, all undue settling and a Ul wMlnt
The pumoee oflhi. project is lee#end app-thasly
7.000lines, feet of 24", 145 LF of 8- and 39 LF of 10°
2. Vehicle wheels shall be dean when leaving Me site to
In mnstrudmn.
yearafterfinali..InAUon.
PVCIDIP.awer main and, 32 manholes and ...... d
prevent the braking d hurl on Daved mad..
6. The Contractor shall be responsible for the installation and
5. Remaua hom the site, all erosion control Structures after
appu lah'a ces along Card ... me Creek, as, Forest Hill
3- C. lon Road SUANI Construction trar;c
maintenance of all erosion and sediment control practices.
temple. Ambfumu.n at and of .....,an period.
Sireal. Tha ealendetl uDlity win be owned by the Cfty of
warm aadon: shaft
Wcoi^son. ApDroximalely ]saes will be disturbed during
strudian. All BY workwill be whin an existing sanitary
be Iknfted t0 stabllMed areas. At a minimum, a Temporary
grave con ebucti0n entrance shall be provided as shown
D. VSONflYe Ground Cover
6. Remo W sift from sediment pfts and from behind check
dams when sib s within hell depth of the N II
p pit spi l.
sewereasement,
on his dhueing.
Immediafely knowing grading, all areas shall receNe
DLvpcas......... he. It ..nor -enter plWrap.
4. Sift Fence' Sill fences shall be provoed where shown and
either permanent or temporary seeding, as
T. Place rok Dom rok chek dams and 9,,,Vrip rap filter
The project Is scheduled to begin construction in January
es needed on Me site plan. Thee bartlers shell ba used
applicable, in acoortlance with the Cfty of WBson's
basins in tlRG, Nne as armor protection. Do not dispose of
2022 wfth prged completion and final umbil¢aton by
k contain sediment.
seeding spedficaton. See Detail 350.01.
mk. All atone armor pr01ec1ion is 10 ft contour of drennel.
December. The erosion and Sedimentl,timON#f program for
Do not dump but hand.pmad.
this pajeq will Include Me installation of siafence aM rok
5. Rip Rep Check Dams: Plain okra and filter media k the
E. Seed Bed Preparation
chak dams, with temporary seetlinll antl permanent
seeding and/or sodding of the I.
dimensions and shape of ,datiq ditches onaite.
1. The a.it IM be amrRed or othNwse loosened to a depth
Win`
nd leas Man 5 inches except As smarwise directed by
G. Calculefwns
II, EXISTING SITE CONDITIONS
R. Vegetative Practices
the Engineer. Clads Shall be broken and Me top three
The predic. utilU.d for M. proposed Site did not
The is
I. Temporary Seetling. All denuded area .,..a.. be
inches &..it Shall De wodred ink an acceptable samdoso
require kraal c.I.I.Igas. N...I.lians have
ml
msposed sfte c,Nay urban/developed antl zoned
hmam Tel. Thesite hairy tlreinskihe south of Me
graded during the commUcdion phases Mat are not to be
by the use of Sol pulverizers, drags, or harrows.
been provided.
propmy, flowing into a Con -lass Creek, which is pad of
brought to all grsda "`m 7 days hall receive kmpormy
2 On 2A slopes A Mane tl prepNaeon will be required Mat
Me Neuse Rive, Basin.
Beetling wihin T days of mmPlelkg mitial-mmaork.
is the same depth As that required on ft," areas,
VI. OWNERS ADDRESS
Gmdad slopes and fills shall receive temporary or
although to degrea of smoothness may be reduced hom
III. ADJACENTPROPERTY
permanent Reading within the required calendar days age,
Mat required on he Ratter areas.
City of Wilson
All adjacent properly lines andpropedy On,,are shown
completion of any phase Of grading in amwdance with the
Dept, of Public Works I Entreating
on the site Plan.
stabilzabon chad. Temporary seeding shall also De used
3. Seedbed prep-.n within two feet of Me edge of any
IV. SOILS
k smbdi., finished grade Min if the fire of year ie
ousoe the spad6ed mmarmnt seeding pedOds.
pavement shall be limited to a depth of Iwo to three inches.
4. The Meparalon of seedbeds shall not be done when Me
AMn: Kyle Manning, PE
The soils at th', site s mainly Sandy loam with Altavista
Temporary seeding shall be in emon ence with paragraph
soil s ho2en, exlremey wet, or when Me Engineer
A.at. Director of Public WOMB!
(AaA) as me predominant ..it type.
D belaN.
determines Mat ft la in an omemuse unfavorable wor IN
C' En
condition.
112 Golden— Street East
V. EROSION AND SEDIMENT CONTROL MEASURES
All Yeg UMN, and structural erosion and sediment control
C. Mthrum enT ......
6. Before mulch N applied, the COnt2Gor All remove and
Wilson, NC 37894
(262) 29&3418
,,ad -.hall be constructed and maintained by the
I. Pc,imater coca..... c to be installed prior to grubbing or
di -A, of all exposed alone. in exmss of on. inch in
C-tractoraoce,ding W these plans and siocifical and
grading.
diameter and all mots orother U-1a wh. prevent proper
the minimum standards of the DEMUR, Land Dusky
2. Tail Difh shall be ADANIrmd ihhadmI knowing their
c..red OfthanallhwiMthlean Segregarnofexposed
Ga.... The Canumaor shall a Ma fmv onany edtlftional
construction. Assn Musante, rock chek dams may be
alone underoreinch shall avoided and, if found,
requannarle as curial by the Project Engineer
provided at their outlets and/or the terminal tlowmtream
dspersed or disposed of at the dlrecul of Me Engineer.
andof dldurbance until ground cover is implemented.
A. StruduraL PA c
1. The contractor is responsible for wining a material ley
3. Stock pile a,lor waste areas must be maintained within
F. Maintenance
down antl Stockpile skre9e area for the contract. As such.
the Ill Of the areas protected by the mopoeetl measures
1. Reseed and molest bare sp la larger than 9 square feet
me conractor is responsible for the necessary erosion
and otherwise temporary seeded R to be left stockpiled
(limited to 5%maximum 0 Sim area.)
CITY
OF WILSON
EROSION CONTROL
LOWER
BLOOMERY SWAMP
SEWER
IMPROVEMENTS
OVERALL PLAN
CITY OF WILSON WILSON COUNTY, NORTH CAROLINA
- - - -
LIMITS OF DISTURBANCE
�--��
SILT FENCE
SILT FENCE OUTLET
(USE AT LOW SPOTS ALONG SILT
FENCE AS NEEDED)
O
TEMP. ROCK CHECK DAM
DEWATERING SILT BAG (TRENCHES, AS NEEDED)
®
CONCRETE WASHOUT
AND STOCKPILE
CDSTAGING
AREAS AS DESCRIBED
NEW STABILIZATION TIMEFRAMES
(EFFECTIVE AUG. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
Q) PERIMETER DIKEff.-ES,.-H.S.
IDAY.
NONE
SLOPES
{y
It YJ HIGH QUALITY WATER(HOW) ZONES
TDAYB
NONE
SLOPES STEEPER THAN 3A
TDAYS
IFSLOPESARE10-0R LESSINLENGTHAND
ARE STEEPER THAN 2.1,14 DAYS ARE
ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
T DAYS FOR SLPES GREATER THAN SO IN
LENGTH
ALL OTHER AREAS WITH SLOPES
FLATTER THAN 4A
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW
ZONES
RELEASED FOR CONSTRUCTION
REVISION DATE BY I DATE; SEPTEM13Ei 2022
GRAPHIC SCALE CLIENT CODE: WILSO
JOB NUMBER: 22-140
0 150 300 Goo FIELD BOOK: XXX
CADFILE: 22140-B M-R E V
ASCII FILE:
SCALE IN FEET LAST MODIFIED: 25-Oct-22
MODIFIED BY: GLB
ENO. 3A OF 22