WQ0029692_Sewer Extension Permit Status Update_20191029

, _
.� FS City of Belmont
115 N. MAIN STREET
Q) t POST OFFICE BOX 431
,,�� / �► BELMONT, N.C. 28012
h�fj �N{ PHONE [phone]
'` COS Contact:
Jerry Hatton
704-901-2081
[e-mail]
Christyn L. Fertenbaugh
Division of Water Resources
NC Department of Environmental Quality CC��++CCI V,QCG -29, 2019
�GV G
1617 Mail Service Center
Raleigh, NC 27699-1617 NOV 04 2019
Subject: NCDEQIDWRINPDES
Engineering Certification Request
Dear Ms. Fertenbaugh:
In accordance with your correspondence to Belmont's City Manager, Adrian Miller, I
have assembled the following responses and materials for the seven Collection System
Extension Permits that have not been closed out. Please note that I am a Register
Professional Engineer and that I have been involved with plan reviews (in some cases
the design) and field inspections during the period covered by the seven permits. Also,
the City employs a City Inspector and during the same period, and his responsibilities
are to provide field inspection of the construction and to witness testing including air
testing, mandrel testing and TV inspection. At this time, the City has not experienced
any problems regarding the permitted sewers operation and we have accepted all
maintenance responsibilities for the extension systems.
WQ0021419 — Stowe Manor Subdivision
On July 15, 2011, I sent correspondence to Dee Browder at the Morresville Regional
Office regarding the completion of the sewer extension project. In addition to my letter to
Ms. Browder, I have included my inspection reports for the manholes and limited TV
inspection results. The City Inspector witnessed the construction and testing of the
system. Attached are the following:
• Signed Sewer Extension Permit Status Update Form
• Signed Fast Track Sewer Engineering Certification Form
• Copy of letter to Ms. Browder with inspection reports
WQ0022831 —West Outfall Sewer Replacement
The permit for this City project was issued as a separate project before the West Outfall
work was added to a much larger sewer construction project. I was the engineer for

r
Christyn L. Fertenbaugh
October 29, 2019
both projects, and witnessed the construction. I apparently overlooked that both projects
had separate permits and I only certified the larger project permit. As with all sewer
construction in the city, our City Inspector provided periodic inspection during
construction and witness all testing. Attached are the following:
• Signed Sewer Extension Permit Status Update Form
• Signed Fast Track Sewer Engineering Certification Form
• As-Built Plans
WQ0023254 — Gaston County Visitor's Center
This project has been completed, but we do not have as-built plans for it. Our City
Inspector provided periodic inspection during the construction and witnessed all testing.
The sewer system has been in operation for several years without any problems.
Attached are the following:
• Signed Sewer Extension Permit Status Update Form
• Signed Fast Track Sewer Engineering Certification Form
WQ0023379 — South Point Ridge Subdivision
This project has been completed, and we do have as-built plans for it certified by the
design engineer. Our City Inspector provided periodic inspection during the construction
and witnessed all testing. Attached are the following:
• Signed Sewer Extension Permit Status Update Form
• Signed Fast Track Sewer Engineering Certification Form
• As-Built Plans
WQ0024795 —Wal-Mart Store # 5085-00
This project has been completed, and we also have as-built plans for it. Our City
Inspector provided periodic inspection during the construction and witnessed all testing.
Attached are the following:
• Signed Sewer Extension Permit Status Update Form
• Signed Fast Track Sewer Engineering Certification Form
• As-Built Plans
WQ0029692 — Eastwood Outfall
This City project has been constructed. I was the design engineer and it went to
construction. As with all of the other projects, our City Inspector provided periodic
inspection during construction and witness all testing. Attached are the following:
Page 2

. .
Christyn L. Fertenbaugh
October 29, 2019
• Signed Sewer Extension Permit Status Update Form
• Signed Fast Track Sewer Engineering Certification Form
• As-Built Plans
WQ0031028 —Village Park Townhomes
This project has been completed, and we have as-built plans for it certified by the
design engineer. Our City Inspector provided periodic inspection during the construction
and witnessed all testing. Attached are the following:
• Signed Sewer Extension Permit Status Update Form
• Signed Fast Track Sewer Engineering Certification Form
• As-Built Plans
We hope that with the enclosed documentation that you will be able to close out the
permits. In addition, I have included a CD that contains digital copies of the construction
as-builts for the West Outfall, South Point Ridge, Wal-Mart, Eastwood Outfall, and
Village park Townhomes projects.
Should you require additional information or certifications, please feel free to contact me
by email or phone.
Sincerely,
4/U C
Gerald E. Hatton, PE
City Engineer
Page 3

Request for Engineering Certification Date of Letter: October 22,2019
Sewer Extension Permit Status Update
Please complete the applicable portion of this form for each permit and return this form and supporting documents to the attention
of Nyle Hothem at the Division's PERCS Unit by the delivery method below and within 30 days of the date of this letter:
NCDEQ/DWR
WQPS—PERCS UNIT
By U.S. Postal Service: By Courier/Special Delivery: By Email:
1617 Mail Service Center 512 N.Salisbury St.Suite 925 Nyle Hothem
Raleigh, NC 27699-1617 Raleigh,NC 27604 [e-mail]
Permit No.: WQ0029692 Permittee: City of Belmont
Project Name: Eastwood Outfall
Project Status(Check appropriate box to indicate Permittee's response and complete&sign below)
❑ Permit to Remain Open: The Permittee certifies that the permitted project has not been constructed but shall be constructed in
the future in conformity with the approved Permit,project plans,specifications,and supporting documents.The Permittee
understands that the appropriate certification documents will need to be forwarded to the Division prior to operation. Subject
permit shall be maintained in Active status.
I The Permitted project has been constructed and the required Engineer's Certification and supporting documents will be
submitted to the Division with this form. Permittee understands that failure to submit required certification documents for an
active,in-service system may result in enforcement action.
❑ Request Extension: Permittee requests extension to reply to this letter not to exceed 60 days of the date of this letter.
❑ Ownership/Name Change: The Permittee requests information to apply for ownership or name change. Please provide email
and phone number below for follow-up.
Name&Title(print): Adrian T-Miller, City Manager /
Signature: �,,M'l/ Date:"ice/t 9/ lq
Comments: See attached documentation.
Permit Rescission Request
The Permittee requests that the subject permit be rescinded and certifies that the permitted sewer system has not been and shall
not be constructed nor made operational.We understand that,in the future,should we wish to operate a non-discharge sewer
system,we shall apply for and receive a new Wastewater Collection System Permit.
Name&Title(Print):
Signature: Date:
Comments:
Contact Information Updates for Current Owner
Updated Contact Person&Title(Print):
Updated Mailing Address:
Updated Email: Updated Phone:

- - __ .._______________. _.
114 TM./Of C14.4.45orON
f
EMW M1L
OE.NOON 2913PC WI
T5M1N7 57676'
PAIN MARE: ON HEADWALL
` rNx�o,n.i ELEV. SB6.6B //{ - -7g.nw I (• C
G/unK RcE�_o-s -¢'-0Ei / I` O
_ = _ SSMH-4J /�_- / I(I\
T7
i CORED HOLE w/ MECHANICAL SEAL STONE DRAIN -� - -� ,J�ti� J /
-- - /% CONNECT PROP. 12" SAN SEWER (TYPICAL) _ _ - - - M9"Na.N•u-- _ -' x��� D
TO £X/57. CONC HEADWORKS _ _ °3'9 - --` w '' 1, r
gem 01 SEE DETAIL THIS SHEET - - nN 56sei�3' / nxK°1N0" • 6
PAINT MARK ON CONCRETE _-� J 0
ELEV. - 550.81 O -1�- Si_-,y' TEMPORARY GRAVEL 1'' / � I�� D
\ C,...EEW�E� 1 SILT FENCE n0K 1--w-----L--c'c'--:::::-
- r CONSTRUCTION ENTRANCE u�" % ca"ss "� TO Bf BOAED
\\ / - - \ (TYPICAL) . � J.f-�.J (APPROX. 100 SY) ,e,,Iv R \\ // 'S•n'I) I��L \ o / - e' INSeas6• "r`"B"y" 50 LF - 24" DIAME T£RWbrW 0I -f'l l ��xv. �� i'l r see"._ m Ai b9'M I STEEL fNCASEM£N7 PIPE
, `� - - ev x s922. / ) �_ �-/ (0.250" THICKNESS) C
SSMH-w -C --�@ e ��'ra1 sntf� l r'• a P './ r4.N 595�.al 5 T.C.f. -_�e C- r �_- e �� 3q,E -._ 1 / ��-, / -1SCRCEN IN 3e6.5e' 2D' P.E. _ J e 5'E C -�.- _ armor N77.46' _�' �n 1 GJf MH55-SA ( Cn
\ ^� J= our See.- a 82'SB'?-- — -----�-__5 --�_ bar' �3.v.`L \T '1'1.,+ L��(i,,�� uv,na T ,�\ 3S.i;3' . I8897. _i e _ i QcS - N.mu / r W❑ • e—1 e_- _ e ___ - _ _ _ '- _-,, i'. I e�,� �' - `�lJ,.°Ny - CONTROLS -- �/iN s6°ze• �� SSMH=6
�\ _ _-- `- �r6�ve --_e- _e -_- e- --�� '� e ,se, cp u'`\�1 'aF�r,N�EA13446' `h(�uui Sn616' I /N H9'ii r: i 9 4 N
r rri/ENT PLTEN—A—' — ~-- -e --�e / / cW �1 1 _ '�'S i I 2 W
'OP.ONC 590.6; - , _�i'- --1_ - P. `� e- e ,c•^. ,aw 59r.]s' I 79�.: s, i
Q % e TO BE BORED ,�' s9.15' ---� i I- ' .e.At' N
w see o;� r- e' J _ L__�%•-
w 5e606' -e SO !� - 24" DIAMETER s9J.9s e e 1 e-' e _ o
�_ e -C- -e �o.*EH e. % STEEL ENCAS�AI'ENr PIPE__---- - e_--------- '-1 7'�.� o
15� T.C.E. LAWN TOr 602.8W y71 (0.250' �ICKNfSS -,� N 88.E.61' _ —FOR THIS SAN. SEWEE
FULL-DEPTH i\, our soz.e6' cL,pN\ y -
PAVEMENT Y / SSMH-3J / ` 1 8'011—_ - - _ ,,,,,\----,,',\ .,,,,,,,., SEE SHEET G
REPAIR ©�� TEMPORARY GRAVEL �� u...Na4 mM / 1
CONSTRUCTION ENTRANCE
NW 596.2. r"a ° \ // IN 566.02' CONSTRUCTION ENTRANCE e II .J t 1 \\ \
I w 591 s+ (APPROX. 125 SY) # �J a+See or e-— e �I -,� Y"
Sw' S N 591.51 / CN1J!9ASM (APPROX. 100 5Y) u"�.H.-P.M / ' I -
\117
NIM 59955' i'i IRA. TOP 60759 li L"WN y, �- \\
w 59393'(12') r 604.79' /1..,'.
OUT 60.69' mr see.q J / I" TEMPORARY GRAVEL 9- \ . .-
I< Ss„n SSMH-5- In CONSTRUCTION ENTR ICE I \ \ r \. \ N
/ my 61e 29' / II (APPROX. 100 SY) �/// o \ ,\
I 'I STONE INLET-I I' I , \. \ ,\ \ e)
REMOVE & REPLACE SEDIMENT TRAP II T PORAR' GRAVEL \ ',,,\
i C/LINK FENCE .! - `o uoa.a"�`9n CAMS:,
Ye/ REO'D STORAGE C STRUC ION ENTRANCE\
/ AS NEEDED i">7{"J'�NiL5L7 '�9`13 `I = 360 CU. FT. II ( P ROX. 20 SY) \
as o km -T p.g00 p,0 _ H OOy alp; ] Mp�La` J j I
—■■■■■ I - - -- n .■ n■n■n■■ ■■■i�n■■■■._ n II- _.� -
bi.111
1=11111iEM!
, ', --' lilleNnit. MEM..
111 Ell 1111M
all_1
ibliii DIMILIIIIMIlms•••••11.1111.111101111A
■■n -rt
PINIMIN .101 E
-4-,--. 1 -A t -i---t-
a i ■ n■■■■■.... 111=1111 ■■ ■n■ ■ I ■n 6,0
!__IIIn:i
■ ■n■■■■ ■■ ■■ ■■ ■■ Isaa..........nn
n , ,._. ,
I . �■�■n■ �■ .�■1.1C "T _■■:'■1�n■ _ - iiLi ■�■ :�� i■�■■ii�1■1i1� ■■■■n■1�i . .■■ .' ■
■ ■■ �i■■n■ b ■■■■ ■� ■■■■n■��■I ■■■■ ■■n■..........k.
■■n ■n n
■��■ +'.�; ■■■■ ■■fan■■■mill ■nn ■■■■■IIIIIMINEEImmINEIIIMM11 ■ ■■■■ ■ 'n■ ■ ;In4, n
�n■■ Win■■ n■■■��� LFF7i■■■■■■nn■ ■■n■n ■1 n■■ iM9_
■ n■■ m�oD�n■ ■■n■ MNS ■■nn■ARA nn■:■■ =I i
n■�� ?__ M■n■ " n■11■■ n_■� 1111■■I� ■■■■ � 11■■■■� e■MEE �1� - ;Mill� 6E10.
NM
I ■ x0,yu,I IdIEREM III. ■ ��� Iln 01In ■■■�n■■■1u• 7i■--IRiIu le 2 WATER \\!■ ■n
■■_ n■ ■■■■■ n. ■In■111■■■ ■■■■n�liin ■■ U. ■n■■i MEI��
n■■�■■■■■■ ..................1..... INrlIIIII ■ n !!■ ,
i
■■�� .■■ ■■■■■n �I■■■ ■n��nn � ■■�iln■■ ■■■■■■■ n ��■. ■n�a■fie■ ■16Gi■■■ ■■ ■non ■ ■■u■1e■�..nMIn■ n�e ■nn■■■ n■n ■n■■■■'��ii n n ■■�iln�■� 90'� ■■ '�� '�� i 71
590 �� �i■� 1�� �M ■lN � =�=��■� ��A■ ■■n�ln■■ .�C-■i■'C' I� 590
■■nii Tiro ��■NM . _■■ .._. n■�C■■■r■nn■� u■■—s.:: .9 "n■s ; , -�--- ■■ I
ice.=■■■�-M �■31 - • _ "' ►'ll: "'.- �'�:`�r1 i�iir"p . �� �nll MI�: i.. :I ■
■ �■■ 2 . In ■■■ten■ in■ ■■■■■■n■1�1i n� 11 1NZa�ii■ in iia I-
IN'�1■ ■nl■■■ ■..■■■�=1■■■■ ■■■ ■
,■II I! . SFWFB n■n■�i■ nn n■■■■■�■■■■■ ■■■■■■®Cn■■■ ■■n ■ .� i ■n■ -
iHiH: EEl• E11 !r
■-t- ■n _ iHEEE:—EHH:EEH:: HE - h'■■■■- -- ■ r■n1■911
0+00 1+00 2+00 3+00 41-00 5+00 6+00 7+00 8J00 9+00 10+00 11+00 12+00
,-- NEVPIAN • SEAL SEX PROJECT wawa DEPARTMENT MAIUDER LEAD DESIGN PPOr. CHECKED 9T
PROFILE IED NOT BEEN UPDATED j ARCAD1S N SHEET RA I J.HATTON TASK/PHASE4 CAI(WEiI 1.MTT3A
0 40' �' '20 ILE 196 NOTLH 6.20D7
' rio°clr'viE.J rcnrsnie
V DRAPING SCALE:T'=40' OUT FOR EACH TN CONTRACT 1 MUueER - ' DRAWN FT
00002 M JLOWLLL
HORIZONTAL - ChM OE NORM GR0L:M4 wC PROJECT NUYFIER pRAMNO K_Y6ER
0 4 8' 2'
3m evOwrnE CORPORAE PAE su E 250 ' STA 0+00 TO 1 1+01.11
CR4MI[SCALE 1'=4' _ CWAL017C.NC 2e277
704-752-425e tool EAS!WOOD ! PROPOSED SEWER OUTFALL
• /^� 704-752-0271 FAX I CN4BE516.0000 - 3
`J REV. ISSUIID DATE DESORPTION WVW RCNDIS-US.CCM OUTFALL FROM EAS1WOOD PUMP STAT'.ON '
1

PUMP STATION DECOMMISSION NOTES FOR THIS SAN. SEWER
1. AFTER THE SEWER LINE IS PLACED INTO SERVICE, DECOMMISSION THE EXISTING `, ,� SEE SHEET 5
PUMP STATION. i. \ \ \ / Mon Hole RIM
2. DISCONNECT ELECTRIC AND TELEPHONE SERVICES TO PUMP STATION. \`'. \ \ \ ssuN 603.82• wcuRn6 Elia".ma \
RIM 601.04' IN 01 593.86' MARROW 800 W.EWOT!
3. REMOVE PUMPS, MOTORS AND MOTOR CONTROLS AND DELIVER TO THE CITY OF \ \ .r 72 LF -uD " RCP w/ \\ N So6,24•/ of o9ooN22,9ro■
N T 3.635'
BELMONT WASTEWATER TREATMENT PLANT. 15" FES H END ©\09T596.09' °O°'°AGiOA
OUT 593.63' iu D:1N013
4e•• SSMH-6 2. WET WELL AND FORCE MAIN TO BE PUMPED OUT AND CLEANED. FORCE MAIN MATCH EXI . DITCH SLOPE \ SSMH-13 \
'ems• Moo Hole RIM TO BE FLUSHED WITH POTABLE WATER. \ ''a \ I STRADDLE (DOGHOUSE) MANHOLE. '
. 597.12' 3. PLUG EACH END OF FORCE MAIN WITH WATERTIGHT PERMANENT PLUGS. 8x4'x18" THICK \ \ IhgJ REMOVE Er REPLACE \ \\ I PLUG £XIS7. EFFLUENT INVERT i�
pC\00 IN sa9.92' 4. PLUG INVERTS TO PUMP STATION WET WELL. CLASS 1 \ \ '#,•, C/LINK FE E AS NEEDED \ \ AFTER PUMP STATION HAS„EEN
a 95. REMOVE BUILDING AND TOPS OF WET WELL AND DRY WELL TO A MINIMUM OF 3 RIP RAP APRON \ \ D INSTALL 1B' WIDE 55NN DECOMMISSIONED. -- .-
a4j 1� OUT 589.66'
DOUBLE CAT
FEET BELOW GRADE. BREAK-UP WET WELL AND DRY WELL FLOORS FOR DRAINAGE. ,� �„"d,R, w 600.6+'
e FILL VOIDS WITH EARTH FILL A. SSMH-9 '' ♦ 607.91 L I" 949+' EXI5K SSM
.� 5' T.C.E. 6. DISPOSE OF ALL DEBRIS OFF-SITE. FLOW-MEASUREMENT STATION �•, "® '"�215' Ew \_°0i��� FORE D HOLE IN EXIST. `HOLE.
.. OMT sH- +a R --CON T N£W PIPG US/N �F XIBL£
7. ADD TOPSOIL. GRADE SITE, SEED, FERTILIZE AND MULCH AS NEEDED. 5'/ MANHOLE w/ ' \ SSMH-!0 s
/`.��` 20' P.E. SILT FENCE 12" PALMER-BOWLUS FLUME N8111;40-.,
r DROP MANHOLE �',�� ,, /47 ',� HECTOR PLUG FXI �£F" ENT
ELECTRONIC FLOW METER 5£f SHEET s,,, \ AVERT AFTER PUMP fl• 95 BEEN
e \ 15' T.C.E.C£ (TYPICAL) ^ S DECOMMISSIONEA. -
e . l ORNERIONnssOcm,66,uc SEE DETAIL SHEET 10 _ 3\ -► xmtw062■3 Ac r, M - 8 -. \ _ i
Tax O 105291 m Md.RIMe •\ 21 ©i i\ \ e STONE O al 595' n um Nolo RIM I $3• __
` / AfAIH607.23' e _�-,- - /
\ N 3JJ� : OUT959 5' / \'•.�.•`'' Z2 `\ CUT 59339' *v.'
,. :'+ RiM 605.IT
9 e e �� N 593.43' 8/ �� SSW
\\\ \ SSMH-!2l;�y� IN 5962r
FOR`THIS SAN. 5� .. N e M�MHa 7 / ��i, . OUT 622''
5\ 3 \ \_ e \ \\ 603.021 MN "-�-. OEM WORMS in , �t,s N 590.ST / / \ \ • ow" 9aua4'• 2 n 03 -6. CONC PLf�
\� e \ .. OUT 590.60' / O \ '.- - / RIM ••.50' (TYPICAL)
\ • 005 E e IN 59-.BY
e�-e e 59'S j e z-�\-� REMOVE
N 59
�� ° \ E e` e s 14�z� o O o ASPHALT \3"i OUT 59 ��
LDING
\ _ _ e e ,4 \ DRIVE '.
\\ a ""�T11 aT �'� / / \\ / �" \
\ \ -.7.'"--------.. 2r5.e4•���- 1 e / e TEMPORARY GRAVEL '\A� •i/
s} e 1 e ��� / CONSTRUCTION ENTRANCE ; �� PER S SCIFlCATIONS UPONiACUIATION'
\ \\\\---.
a „ e e e (APPROX. 125 SY). \ \n "p\ � �ifl OF NEW SANITARY SEWER
NM\\ ��e / UPON STABKlZATION s?,, ` _ TEMPO'-RY GRAVEL
'/I -�e e OF FILL AREA, PROVIDE • \o L � \ CONSTRICTION ENTRANCE
- PERMANENT'6" THICK \ Za. ,,� (APPROX. I00SY)\ ABC DRIVEWAY ' 'Q TOM d3
\\ um Md.mu PAINT MARK ON CONCRETEM;;;_3=. TO BE BORED \ ELEv. = 603.91 NOTE: ,
OUT 591.22. 70 LF - 24"DIAMETER PLUG 8-INCH FORCE MAIN DISCHAR/'E IN
SSMH-8 STEEL ENCASEMENT PIPE \ - 'ETAIN w Of190MmcrTE.LLc MANHOLE LOCATED IN CRESTVIEW DRIVE
9EM BOOR l7■ro 322
(0.250" THICKNESS) y 18"RCP RK IAPPROXIMATELY 130 LF NORTHWEST OF
SSMH-I f '"S & T Ia"4� ARMSTRONG FORD ROAD. REFER TO
REVISED 3/291©7 Ilan M.RIM \ `+' . PUMP STATION DECOMMISSION NOTES
612.01'
///�\ T IN 592.90' g, y^n THIS SHEET.
(..! 11 V s../ ° ° O • ' v- ° Q O`UT 592.90 P\ �AL. ,,
•
r o
I , 01 •iA.mm ,,o • . I.7 "0
•M .0 ] I8 h4. N. ..+I\Nf
p .I... (,Nk222Y H 412 -ate
1.47,1
610 -off _ _ ' ' �.\..R 610
10O , _4Y/i//.s-S 0, "i1T���4 i • •03
hI Ito NAT - i ./ 2 •' ^;.'''A M .". H •01,1 vl
m a . -- - _ - _ _ _ _ J �, 7 _ r' No•""1 Ear ""�7!� - 0•2 .
,, I WATEA oa5 - .� �1W"9 "` \` ''70,,,, l! ,
C.
I� ` MIMEI A . n Z
11111111111011
•
- - - ;_ ,` \y " I1.1MII
F4"STEC N^AT ENT 1,"DIP .S I 6
r•
=IIIIIIIII --n
_ .51 --- - 0 0 8% 10 A P SAN. S. ' -
=I ______
3../6 LF • 0.25% r.. >. - - - - --- _ - - - - . . __ _ l 590
F..OW MEASO'RLMEN STATION _._ _ _ - -. - - a/-12-P •. ..Mtu3 I`hAFC ' __ . . . . -
I
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
0 40' 6p• 120' PROFILE IHAs NOT BEEN UPDATED
PROJECTMALYOER OEPARI50 O MA4IGER CLOD LPROF. CHECKED OBY
N
ICEMAN •6 SEAL J.0 ARCADiS M.REVISED MARCH 6 2037
TO l TF ai�"0i".0DLES A
`s0 GRAPHIC SCALE:I'.40' TO OUf F ��FACN SHEET TIRE TASK/PHASE NUMBER DRAWN g(
S HORIZONTAL
cam Of NM„r1RauNA INC. CONTRACT 1 00002 M.CAEDwEEL
-g 0 12' • 13777 8ALUNITNE CORPORATE PLACE, STA 11+01.11 TO 23+53.49 PRDECI NUMBER DRA#NG NOMMER
4' B' CE,SUITE 25O - -
CHARLOTTE,NC 28277
A' STA
704-752-0271 FAX EASTWOOD CN48E516.0000 PROPOSED SEWER OUTFALL 4
GRAPH VT 1'"4'
REV. ISSUED DATE DESCRIPTION N R" S-DS OUTFALL FROM EASTWOOD PUMP STATION