19980484 Ver 1_COMPLETE FILE_19980526

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
A- rkia
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 25, 1998
Mecklenburg County
DWQ Project 980484
APPROVAL of 401 Water Quality Certification
Mr. Cameron Penfield
P.E.A. of North Carolina
1409 East Boulevard
Charlotte, NC 28203
Dear Mr. Penfield:
You have our approval, in accordance with the attached conditions and those listed below, for the
purpose of installing a sewer line at Lake Wylie, as you described in your application dated May 26, 1998.
After reviewing your application, we have decided that this impact is covered by General Water Quality
Certification Number 3101. This Certification allows you to use Nationwide Permit Number 12 when it is
issued by the Corps of Engineers. In addition, you should get any other federal, state or local permits before
you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal
Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will expire when the
accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. This
Certification replaces the one issued on May 29, 1998.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a new
application for a new certification. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the
conditions listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition conforming to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and
binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Domey at 919-733-1786.
r y,
n Howard, Jr. P.E.
Fr
es
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
Mr. John Domey
Central Files
980484.Itr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX q 733-9959
An Equal Opportunity Affirmative Action Employer • 50% recycled/ 10% post consumer paper
P. E. A.
President

North Carolina Department of Environmental
Health and Natural Resources
Division of Environmental Management
Wetlands and Technical Review
c/o John Dorney
Post Office Box 29535
Raleigh, NC 27626-0535
Re: Sanitary Sewer (CMUD Project #100-97-851)
Old Dowd Road
Mecklenburg County
Dear Mr. Dorney:
of
North Carolina, Inc.
1409 East Boulevard
Charlotte, NC 28203
[phone]
[phone]
September 17, 1998
P.E.A. Job #96040-W/S
Duke Power Lake Management Permitting has requested that your agency be contacted for
a second time about the referenced project which crosses a portion of Lake Wylie.
The proposed pipeline now crosses at a point 22 feet clear of the existing bridge per the
requirement of NCDOT rather than within 10' of the bridge as originally shown.
Enclosed are drawings of the area in question for your review. Please respond with another
approval letter as soon as possible so we may complete this urgent project. We are sorry for the
inconvenience. If you have any questions, you may contact me at [phone].
Yours very truly,
P.E.A. OF NORTH CA IN , INC.
Cameron W. Penfield, E., R.L.S.
President
CWP:mt
Enclosures
CA,,' rTF.RS\96040-WS Wetlands - Sanitary Sewendoc
Cameron W. Penfield, P.E., R.L.S.
(d?,
?e?er ? ,? ? ?' ?:
jry.? ? ?
J J ?? ? .? ? ? ??
?i ,??,..?•.
a y ?
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
A ?_7
110
144,41
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 29, 1998
Mecklenburg County
DWQ Project 980484
APPROVAL of 401 Water Quality Certification
Mr. Cameron Penfield
P.E.A. of North Carolina
1409 East Boulevard
Charlotte, NC 28203
Dear Mr. Penfield:
You have our approval, in accordance with the attached conditions and those listed below, for the
purpose of installing a sewer line at Lake Wylie, as you described in your application dated May 26, 1998.
After reviewing your application, we have decided that this impact is covered by Gcueral Water Quality
Certification Number 3101. This Certification allows you to use Nationwide Permit Number 12 when it is
issued by the Corps of Engineers. In addition, you should get any other federal, state or local permits before
you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal
Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will expire when the
accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a new
application for a new certification. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as
described in 15A NCAC 2H.0506 (h) (6) and (7). For this approval to be valid, you must follow the
conditions listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition conforming to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 276 1 1-7447. This certification and its conditions are final and
binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sin el ,
I
Pr ton ow Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
Mr. John Dorney
Central Files
980484.Itr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX q 733-9959
An Equal Opportunity Affirmative Action Employer • 50% recycled/10'% post consumer paper
P. E. A.
of
North Carolina, Inc.
1409 East Boulevard
Charlotte, NC 28203
[phone]
[phone]
May 20, 1998
P.E.A. Job #96040-W/S
North Carolina Department of Environmental
Health and Natural Resources
Division of Environmental Management
Wetlands and Technical Review
c/o John Dorney
Post Office Box 29535
Raleigh, NC 27626-0535
Re: Sanitary Sewer (CMUD Project #100-97)
Old Dowd Road
Mecklenburg County
Dear Mr. Domey:
rM
2 61998 p
WATER oliAOTY SK ?!ON
Duke Power Lake Management Permitting has requested that your agency be
contacted about the referenced project which crosses a portion of Lake Wylie.
Enclosed are drawings of the area in question for your review. Please respond with
an approval letter as soon as possible so we may complete this urgent project.
If you have any questions, you may contact me at [phone].
Yours very truly,
P.E.A. OF NORTH CARO A, C.
Cameron W. Penfield, P , R.L.S.
President IeK
CWP:mt
CALETTERS\96040-WS Wetlands - Sanitary Sewer.dm
Cameron W. Penfield, P. E., R.L.S.
President
LEGEND
F SHEETS DEX 0
SHEET N0. 1 COVER SHEET EXISTING ~ SAN. SNR. ~ SS
SHEET N0. 2 PERMIT SHEET PROPOSED ~ SAN.SWR.
SHEET N0. 3 EXISTING MH TO MH #5
SHEET N0. 4 MH #5 TO MH # 8 PROPOSED SAN. SWR. MANHOLE •
SHEET N0. 5 MH 8 TO MH 10 # # :LE N B U R G EXISTING SAN. SWR. MANHOLE
EXISTING WATER MAIN - W -
r T M E N T PROPOSED WA1ER MAIN
To Gastanla O EXISTING WATER VALVE ~
WILKINSON BLVD ~ 74
CAROLINA PROPOSED WATER VALVE
To Charlotte EXISTING FlRE HYDRANT 'S
O
CJ 5 PROPOSED FlRE HYDRANT ~
WATER METER ~
0 0~
R~qO r , ~
~ ~ ~ ~ ~ UNDERGROUND CABLE - UC -
~ DIVISION UNDERGROUND TELEPHONE UT -
_ OVERHEAD ELECTRIC - OE -
i M I M P R O V E M E N T S UNDERGROUND ELECTRIC UTILITY POLE /GUY 1MRE
TOWER LINE --m--°--
SITE EXIS~NG GAS MAIN - G -
LOCATION MAP GAS VALVE
EXISTING WATER R/W
r 1 ~ 4+ } ~,s PROPOSED WATER R/W
L ,~'P ROAD/STREET R/W -RAW -
'a ~ 1 ~ n
d ~ ? v ~ I 1 Z ~ ~ ~ ~ PROPERTY LINE R
~ ) d y ? 1 EDGE OF PAVEMENT
~ ~ ~ x ~ w ? ~
\ o o ~ ~o ~ w .t i 1 ~ ~~`s~.~, 53 GO ~ ? GROUND PROFILE ~
Q+' F,~' ;C~` a ~ ~ ~ _ - EXISTING IRON PIN ° i
t x 1) ~ cP 'y I -C ~~~'t~'C~~4p`~~ ` - MARSH
~ ? 1 1 a d I ~
11~ ~ ; ? r ~'~~p~~ ~~p/ ~ ~j ~ CREEK OR BRANCH
~I j1$ Z`'~" r~ ~ RIP -RAP
1 ~ y:' ~ TREE
11 ~ , 1 ~
11 BUILDING -
_ ~ 1 1 ~ . ~ i ~ ~ ~,O RAILROAD
CHEMICALS CO. , s' EEDOM TEXTILE ~ „ It FR ~
d 74-542 NEW DEED: 68 ~ E4 GUARD RAIL
?1 ~ PIERS
YSE SANITAR q~ "~~"~::9` e i 4p~ ~ s~ ~
AMERICAN CYANAMID CO ?1 y o o ~ ,o . p~ BRIDGE
:3215-567 =1 .»w ~ ~ (~I s ! 61,. DEED 4 ~ _ w ~ i ~ ~ ~ FENCE (LABEL TYPE) - X -
OLD OWD R ~ 3aH! 35rNd ~ H11 ~
Aa3~r 3an~ne 191 1 . s° «,!•!.m« ~ _ « i ,,,~'+~n! ~ 911 g ~ ~iN Hll __-~;w ~ / ~ STREET SIGN (LABEL TYPE) y
IINMi ML« M.«'~ ! LN ~ !/lid. ~
. - ~ / STORM DRAIN /CATCH BASIN r
- _ / ~ , SEDIMENT FENCE (SILT FENCE) STD. 6.62 - ~f+
V. _i ~
- - - - . - ~ OLD DO1~°b ROAD ~ - , ~ ti - - ~ ~ I SR 1191)
~ ~ O S S I ~1 G'~ ~MPORARY SEDIMENT 1RAP STD. 6.60 - ~ CHECK DAM STD. 6.83
! T 1 1
1EMPORARY DIVERSION S1D 6.20 TD -TD -TD
CYTEC INDUSTRIES 1EMPORARY STREAM CROSSING STD. 6.70 -
DEED: 7605 - 59 ~ ~ 2
~ ~ x
I ~
I ~ APPROVALS SEALS
N~c~q
U C
~i 2~~~f ESSi~. 7
C ti ~aBEAL~' C
; 4206 ~p~
° IA DESIGN COMPANY: P.E.A. OF NORTH CAROL N U
L PLANS PREPARED BY: CP . O ~~~'~1t~G/i:
0 N vK 7E,•
ADDRESS: 1409 EAST BOULEVARD
PHONE: [phone]
Q D SIGN COMPLETED ~ 11-05-97 DATE E ,
w
AN : R.B. PHARR ASSOCIATES SURVEY COMP Y NCRLS(AS ~11LT~ NCP
0
SURVEYED BY: JAMES CAMERON SUMMARY OF SEWER MAINS do MANHOLES
a ADDRESS: 140 E. HAWTHORNE LANE, CHARLOTTE, NC 0
a PHONE: [phone]
DATE SURVEY COMPLETED : 10-01-91 SIZE LENGTH SIZE LENGTH ~ °O W a
24" 2475 ~ n
DEVELOPER; OLD DOWD ESTATES, LLC
r; W ~ ~
ADDRESS: P.O. 80X 472888, CHARLOTTE, NC 28247 a y
PHONE: [phone] TOTAL NO MANHOLES: 10
0 TOTAL N0. LOTS SERVED:
L CONTRACTOR: a a
INSPECTOR; PROJECT NAME: SERVICE TO OLD DOWD
~~nou r rctercc
IVI IJVi LI_ 1-1-l I / I I Lam.!
DALE 70 SYSTEMS do RECORDS: JOB NO- 100--97- $S I
BY: DATE OF ACTIVATION;
INSIDE CHARLOTTE:( x ) YES ( ) N0:
TOPO N0: 251 DATE AS BUILT; BY:
p6o14

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I ASSUMi D ROW ~
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PROFILE E~
5~~~~,~°~, ~ i ~ ~ , ~N
- . _ _ _ a - .l MOb L "e loe
Y
~ tin Bridge _ _ _ Ex1s g ~ ~ _ \
New onc, er f . Existi ~ ~ ~ Ida oavn9 _ A
Conc. Pier _ - - ' ' See Sheet ng ~~Pholt i? ~ I W ~b'd j0 3943 New Pipe Bridge w _ - - ee Sheet 6 of 6 f D RAIL sPholt ~ ` `
__,~___-.-----'~xlstng~halF SeeSheet6 _ _ - - - I ~ _ -ems--~ - - ~ _ - - ~
N N O ~ ~ ` \
GUARD R I ~ N ~ _ Cross
eeds in - _ N ~ - Gravel Grass ~ W N ~ _ - - _ 0 ~ 3 _ ~ H 3 q 3 ~ M ~ fx~ ~ ~
5 ~ M e+ s\~~~ st1n9 3 ~ \ ~ \ ~ f
_ a °•i•~POSn - _ ~ + W _ ` w ~ ~ A: 7+38.53 t5~! ~ ~tA~ _ _z+eo~ •W a ~ 411.65' ~ 40' ST C.P: N76'24 42 _ 40' ~ 5' Dia _ _ _ y- ~ f8.5 ~ ap . , host ` . ~ is R ~
- - .
172.10 4p' ~ 44• ~ 130 m • 0 ~ e 56, 33, ~ ao ~ ~ ~ _
H - _ M ~ N . 6g'~ 0r0 STA, 1+54,78 ~ ~ , r
Existing 2KING LOT ~ 5 ~ I ~ - cP 5~ D10 = Piers u ~ RO ~0.
to H i P k re M R ~ Conc Sheet 22 _ ~o Per CMUD Det • S ~ ~ ~
~ $1A: 3+26.88 I m ~ ~ x ~ Q , ~ ~ A 3 ~ ~ fb
5 D'° rote Piers ~ {i in C ence P~ Conc MUD Det Sheet 22 ~ ~ s ras ~ per C M s sr • , q: 4
v N 9~, ?~3 ~ ~
L ~ } I ~ y ~ ~ ~ ~ DOM TEXTILE 1 A FREE MICALS CO. dd TEXTILE CHE , 3 ' ~ , ~ • I ~ d w
H M ~ ~ < ~ 8 113-03t-04 z rn - 5' Dio lox #
I Z ~ N DEED: 68 :6874-542 DEED 2, ss. s ski ,
o '`t Q p N' STA: 0+68.82 ~ ~ m Tax ~ 113-i Tax 113-031-03 So' °f p ~°re ~~lp. 2 Sp. of lp p pir d ~ ~ i i i ~
a ~~Q w ~Z~ H Jg, w/ off e ~ s Sj . or 6 e A ~ ~ th Sf orb op 11~ ~ ~ ~
a-~ o a ~ ~ ~ ~ °rM°QjC ~ ~ FE Si yP osn Cos, Y v • 1? 0 .
o a o O~ x L~ + x. ~ d '0os 9 to ~n9 ti9 1~ p 7 Y ~
T ~ w ~ ~ W . UnsurveyeLinP 86p3/1, ~ ~ ~ 3EAL
~ o Property s~ ~ ~2 Q ~ ; ~ ~ . 0
a M 0 48 "DIP ~ ii
~ a ?t.,
~ \So m ~ y ~ ~ ~
Sw, PLAN VIES n
MH ~ m Exlstln g a 2 ~
STA 0-23.18 ~ ~ ~°9+ of a `r CMUD Job $ 213-90-602 o~
S °a M w,
a
n
a~ cn ENT ARTM P E ING D ENGIN
L H CHARLOTTE NORTH CAROLINA Q
m ~C
a~ 100-97-851 251
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~1~ ~SGAE~1~ ~ ~f~r ~ ~(!M1A _ . _ _ _ PLAN 1 ~ a
D UrH rVvwd utlltlw as ahem on this CALL ULOCO PROFILE
EFORE YOU DI drawlnq are only APPROXIMAM No quarantes Hor, 1~40' EXIOT MH TO MH 5
° Is eMor oxprooosd or hvw M to the 0 completeness of accuracy Mared. The STOP Vert.1 =4
CD D contractor shall be exdudvdr rsopa 0 800-032-494 of
dit locotbns for determining the exact u y and elevations prior to the start of construction AVAgO D UTILITY North Carolina An Built
1409 East Boulevard ee of I Charlotte, N.C. 28203
3 a 377.-4349 PHARR C.W.P. CID C.W.P. 3 6
n. CP Revittan Surveyed B Designed B Drawn B Iroject-Engr Approved B Date n. CP ate: 9-16-98 Job No. 96040ws No. Date B
0

130'-0"
WT7X21.5 TYPICAL TOP CHORD
~1 ~ ~ ~1
Y R A ~ ~ ~ i ~ P 9 ~
~ Q A ELEV. 8
576.25 WT7X21.5 TYPICAL BOTTOM CHORD ~ 2
ELEV. 576.25
0 ,i
N

WT7X21.5 TYPICAL TOP & BOT10M CHORD
~ ~ ~ ~ ~
~ 1 ~1 ~ Q A ~ ~Q h1 ~ ~ ~ 1 ~ A h u ~
~ (A A-F ~ ( ~Q ~A z
x rl ~ S ~ S S S ~i ~ ~ S i ~ + ~ ~i Sxa ~6 , r6 ~6 S~ 6 o
~ ~ i ~i '~i % 6 6 ~6 6 b 6
W77X21.5 TYPICAL TOP & BOT°OM CHORD
T to , n n~~ bo++ k~ro cinq 6"X1'-6"X 1/~ "PLATE rlnq
YP ~ _ _ ;
6 - 3/4 "DIAMETER A49C
BOLTS EACH SIDE OF SPLI( (2 ROWS OF 3)
3"X 1 ' 6"X 1 /2 "PLATE
4 X4 I/~ X 5/16 PLATE 0
2'-4" O.C. BETWEEN ANGLES
3 2-L4X4X 3/8
WT7X21.5
I T T MAR THR TYPICAL 3 F LAGER IGHTEN NU & EAD5 5 -0
7/8 ` X 4" SLOTTED HOLES IN FLANGE 6 - 3/4 "DIAMETER A490X
7/8 'DIA. A490X OF WT5 CENTERED ON ANCHOR BOLTS 8"X1'-6"X 1/2 "PLAT BOLTS EACH SIDE OF SPLICE (2 ROWS OF 3)
TIPICAL CONN. L4X4X 5/16 UNLESS NOTED L4X4X 3/B
OTHERWISE.
0
ELEV. 576.25 WT7X21.5 ALA W7X21~5 MEMBERS
U • • ~ 3/4 °DIA. A36 GALVANIZED ANCHOR BOLTS
12" EMBEDMENT AND 4" HOOK <y
~ 1 -4'X10 X 1/2 GALVANIZED PLATE 'rA a~ -L4X4X , ~ -L4X4X 3/8
~i6 0
L ~ • • FINAL GRADE c~
GENERAL NOTES
~ 16"
~ O z I ~ L4X4X 3/
o ~ • • CROSS BRACIN 1. DESIGN, DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN s rora~ ~nziMUr~ oEF~ECrioN = 7.
a T EACH E & ACCORDANCE WITH THE AISC "MANUAL OF STEEL CONSTRUCTION," ALLOWABLE STRESS DESIGN NINTH EDITION OR THE LOAD AND RESISTANCE FACTOR DESIGN SECOND EDITION.
~ 5 AT 12" O.C. EACH 1 3 P TS a WAY EACH FACE. /
2. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A572 GRADE 50.
0 3. ALL CONNECTIONS SHALL BE BEARING TYPE USING 7/8 DIAMETER ASTM A490X HIGH STRUCTURAL 2201 P ~
~ • • ~ ~ ~,-C~~ STRENGTH BOLTS UNLESS INDICATED OTHERWISE ON THE DRAWINGS,
n TUBE TO WT cEUxwTTc
° 2" CLEAR TUBE TO Wl Q PIPE O a.. TYPICAL 4. ERECTION AND FABRICATION SHALL CONFORM TO THE SPECIFICATION FOR THE DESIGN, CONSULTANTS Nc 28203
~ 6'- 'X6'-0"X1'-0" FOOTING ~ W/ ~5 0 12" O.C. EACH WAY FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS, AISC, AND THE CODE OF STANDARD PRACTICE, AISC. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY INCORPORATED 704.376.2800
a~ • • TOP AND BOTTOM. ~ BRACING AND SHORING OF THE STRUCTURE UNTIL ALL COMPONENTS ARE ERECTED AND 376.2317 ~ W O~
_ 2 Z ~ L>?q i o ALL CONNECTIONS ARE FULLY MADE. ~
0 cii 2" CLEAR 821 pGrG ~ I'~+ 5. PREPARE STEEL TO SSPC 6, APPLY 1 COAT ALKYD BASE PRIMER AND ONE COAT SHOP ~
0 TS 3X3X1/4 ®10' O.C. PAINT. ALL NICKS AND SCRAPES SHALL BE TOUCHED UP AFTER ERECTION. ~
i.~~ 6. DESIGN LOADS:
o • • • • • L4X4X 5/16 N a DEAD LOADS
Q1 Q • • • • 24" DI PIPE 114 FT ARTMENT I G DEP NEER N ENGI
~ ELEV. 570.00 STEEL FRAME 433 #/FT ORTH CAROLINA HARLOTTE N C WATER (FULL) 196 #/FT ~
3 ~N CARpI
3" CLEAR 6' WIDE m 6,-D„ CONCRETE PIER ~ Q.. iti , 100-97-851 251
n LIVE LOADS: : 0~ ti
v n NOW 40 FT : Q ~ ; S Co 89
WIND 70 MPH ~!~5g = PLAN
F UIJNL1A 11LIN llL I OIL PROFILE
THERMAL EXPANSION/CONTRACTION = t 1.014" 4 7. TOTAL U ~Q;. Q.•,' i Hor. % BRIDOE DETAIL$ QiNE..
,,q~~ 8. TOTAL MAXIMUM DEFLECTION = 7.4 Vert.
~ END ELEVATION 4
\ \ i~ Ruilt Date
Sheet of r j
71171e S D -4 1«~- PHARR ELLER SCI ELLER a-tt-~e 6 6 -
No. Date B Revision Surveyed B Desi ned 8 Drawn B ro' t-En Approved B Date

LEGEND
F SHEETS INDEX 0
EXISTING E SAN. SWft. F- SS
SHEET N0. 1 COVER SHEET
SHEET N0. 2 PERMIT SHEET ~ PROPOSED ~ SAN.SWR.
HEET N0. 3 EXISTING MH TO MH #5 S
SHEET N0. 4 MH #5 TO MH # 8 L E N B U R G EXISTING SAN. SWR. MANHOLE PROPOSED SAN. SWR. MANHOLE •
SHEET N0. 5 MH #8 TO MH #10 EXISTING WATER MAIN W -
Z T M E N T PROPOSED WATER MAIN
To coelona o EXISTING WATER VALVE
WILKINSON BLW ~ 74 ~ CAROLINA PROPOSED WATER VALVE
To Cnanotte
Z EXISTING FlRE HYDRANT
O w CJ PROPOSED FIRE HYDRANT - ~
S
WATER METER ~
0~~ oo ,
~ R ~ SAD r , ~
~ ~ _ - DIVISION UNDERGROUND TELEPHONE UT - UNDERGROUND CABLE - UC -
~ ~ ~ OVERHEAD ELECTRIC OE

UTILITY POLE /GUY WIRE
i E M IMPROVEMENTS UNDERGROUND ELECTRIC UE
TOWER LINE
SITE
EXISIING GAS MAIN - G
LOCATION MAP GAS VALVE ~
EXISTING WATER R/W
~s PROPOSED WATER R/W -
i
L \ y ~ ~ T' ROAD/STREET R/W - R/W -
\ ~ o d ~ v PROPERTY LINE R -
~ ~ 1 1 2 ~ ~ ~
~ ~ ~ ~ d ~ 1 -o w ~ ~ y
w i o ~,Ac 5~~~4CO ~ - - GROU DF ROFIMENT ~ - -
~ N n -o
~ ~ ~ I) ~ 9 ~ 1 x 1 ~ ~ ~t ~0' ~ ° ~ / - ' ~ EXISTING IRON PIN
~ ~ tit
J d , ~ ti~~ 1
n 1 r ~~~~~~~~0~~ ~ ' CREEK OR BRANCH
O Ili 1 A ~ ~ ~ r ~ RIP -RAP
1 O 1)p~
~ ~ ~ ~ + \ ' BUILDING
1) R
~ 1, CO CHEMICALS co. ~ _ _ ` / , ~ ~ ~ Yom- ~ GO RAILROAD,-~T~
EEDOM TEXTILE ~t~ FR ~ ~R' GUARD RAIL ~ ~ T
" d :6874-542 24 \ ~ DEED NEW ~ ~ ~ Qp~i1
~ ~ ~ ~ PIERS
Y SE ~ ~ ~ ~ IT SA 1 Y ~ r• i '
AMERICAN CYANAMID CO. ` ~ ~~s»~ ~t~ ~ woo 1 r,~ N N /0~1 /AL ~ ~ I S y, A, ~ ~ - O~~ BRIDGE
_ r ~wiat eanewwtc K ~ 6 DEED: 3215 567 4 _ ~ ,1 ~ ~,,,,w,,,. ~ tt on w n ROAD t,~.~ ~ ~,,-~-o~ t ~ FENCE (LABEL TYPE) - X -
3aH1 35rHd OLU 0lI 1! ~ .r .`C ~ f ,M« +u r f aa~nr 3aruru 191 ~....r',e~ , i " ~
9l ~ ~ / / ~ STREET SIGN (LABEL TYPE) y
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',r? / ~ , SEDIMENT FENCE (SILT FENCE) STD. 6.62 -
- - r- °a°OLD DO1V71 ROAD ~
~ - - , f' ~ (SR 1191)
~I ~ 1~ ( ~ ~ ~ ~ S) N G`~ ~MPORARY SEDIMENT TRAP STD. 6.60 CHECK DAM STD. 6.83 y' -
yt I ~ TEMPORARY DIVERSION STD 6.20 TD -TD - TD
I CYTEC INDUSTRIES
DEED: 7605 - 592 TEMPORARY STREAM CROSSING STD. 6.70 - ~i~
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OMPANY: P.E.A. OF NORTH CAROLINA DESIGN C v
PLANS PREPARED BY: CP ON
ADDRESS: 1409 EAST BOULEVARD i
PHONE: [phone] ( i
d DATE DESIGN COMPLETED : 11-05-91
2 IATES
SURVEY C~IPANY. R.B. PHARR ASSOC NCRLS(AS BUILn NCP
0
SURVEYED BY: JAMES CAMERON L SUMMARY OF SEWER MAINS k MANHOLES
ADDRESS: 240 E. HAWTHORNE LANE, CHARLOTTE, NC n 0
PHONE: [phone] SIZE LENGTH SIZE LENGTH
m DATE SURVEY COMPLETED : 10-01-97
2a" 2a~5
DEVELOPER: OLD DOWD ESTATES, LLC
X 472888 CHARLOTTE NC 28241 ADDRESS. P.O. BO ,
PHONE: [phone]TAL NO.MANHOLES: 10
0 TOTAL N0. LOTS SERVED:
CONTRACTOR: Q PROJECT NAME: SERVICE TO OLD DOWD ~
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U, INSPECTOR: MOBILE ESTATES 0
DATE TO SYSTEMS do RECORDS: N JOB N0: 100-97-
BY. DATE OF ACTIVATION;
INSIDE CHARLOTTE: (X YES NO:
0-1 TOPO N0: 251 DATE AS BUILT; BY:
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O V O of F.~. - North Carolina >
lD CT) An Built ffa-te 1409 East Boulevard ee of
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01 Im [phone] - Charlotte, N.C. 28203 PHARR C.W.P. CP C.W.P. 4h9M 3 5
Q CP 3 L7 Des( ned B Drawn B ro t-En roved B Date cP ate: 4-19-98 Job No. 96040ws No. Date B Revision Surveyed B