WQCS00017_Regional Office Historical File Pre 2018 (5)

RECEIVED/NC©ENRIf)WR
SE° 11 2018
WQRQS
NC MOORESVILLE REGIONAL OFFICE
Great Place. Great People. Great Promise.
Engineering Department
P.O. Box 1748 • Gastonia, NC 28053-1748 • Phone: [phone] • Fax: [phone]
www.cityofgastonia.com
September 4, -2018
Ms. Dee Browder
NCDENR
Division of Water Quality
610 E. Center Avenue; Suite 301
Mooresville, NC 28115
Subject: City of Gastonia
Local Sewer Permit Program —Flow Tracking Report
Dear Ms. Browder:
In reference to above, please find attached the following documents:
• Form FTSE-10/07: Long Creek Wastewater Treatment Plant
• Form FTSE-10/07: Crowder's Creek Wastewater Treatment Plant
• Form FTSE-10/07: Eagle Road Wastewater Treatment Plant
• Sewer Usage Spreadsheet as of July 1, 2018
If you have any questions or need additional information, please contact me at
[phone].
Sincerely,
Jamie Johnson
Land Development
Cc: Rusty Bost, City Engineer
Tucker Johnson, Assistant City Engineer

5097-S
Evergreen Landing
Apartments
5097
11/7/2008
728 LF of 8"
Long Creek
Domestic
4
4890
19560
4
4890
19560
5241-S
Fresenius Medical Care
5241
12/22/2008
165 LF of 8"
Crowders
Creek
Domestic
1
2000
2000
1
2000
2000
5743-S
Ridge Mill Community /
Nina Dawn Sewer
5743
1/30/2009
8557 LF of 8"
Crowders
Creek
Domestic
74
300
22200
57
300
17100
5780-S
Queens Road Sewer Rehab
Phase 3 (COG)
5780
2/23/2009
6470 LF of 8"
Crowders
Creek
Domestic
92
350
32200
92
350
32200
5786-S
NCDOT 274 Widening
Utility Relocation Project
5786
2/25/2009
492 LF of 8"
Long Creek
Domestic
0
0
0
0
0
0
5926-S
West Davidson Bridge
Replacement
5726
7/24/2009
320 LF of 8"
Long Creek
Domestic
0
0
0
0
0
0
5739-S
NCDOT Gaston County
Maintenance Yard
5739
11/5/2009
1231 LF of 8"
Long Creek
Domestic
1
2000
2000
1
2000
2000
6467-S
O'Reilly Auto Parts
6467
1/28/2010
218 If of 8"
Long Creek
Domestic
1
2000
2000
1
2000
2000
6468-S
Summit Crossing Phase III
6468
4/1/2010
657 If of 8"
Long Creek
Domestic
3
6520
19560
3
6520
19560
6957-S
Rolling Meadows Drive SS
Extension
6957
8/23/2010
731 If of 8"
Long Creek
Domestic
3
350
1050
0
350
0
6953-S
Tech Park Sewer
Improvements
6953
11/18/2010
6397 If of 12"
Long Creek
Domestic
2
65000
130000
2
65000
130000
7054-S
Robinson Heights
Subdivision
7054
12/15/2010
1766 If of 8"
Long Creek
Domestic
19
300
5700
15
300
4500
6982-S
DRJ Holdings Property
6982
1/20/2011
338 If of 8"
Long Creek
Domestic
1
1600
1600
1
1600
.
1600
7056-S
Pearson Properties--
Hoffman Road
7056
3/4/2011
585 If of 8"
Long Creek
Domestic
1
1500
1500
1
1500
1500
7024-S
Bordeaux Apartments
7024
3/8/2011
58 If of 8"
Long Creek
Domestic
33
350
11550
33
350
11550
7177-S
Roberts Family Ventures
, 7177
6/15/2011
112 If of 8"
Long Creek
Domestic
1
500
500
1
500
500
5922-5
Ballantyne Apartments
5922
6/21/2011
1795 If of 8"
Long Creek
Domestic
241
237
57120
241
237
57120
6725-5
Gaston Mall Redevelopment
(Target)
6725
8/16/2011
681 If of 8"
Long Creek
Domestic
1
2000
2000
1
2000
2000
7384-5
CTL Packaging USA
7384
5/7/2012
489 If of 8"
1107 If of 10"
Long Creek
Domestic
1
1200
1200
1
1200
1200
7488-S
Dollar General Outfall
7488
7/3/2012
681 If of 8"
Long Creek
Domestic
1
910
910
1
910
910
7605-S
South Fork Catawba
Regional Imp. (Fair St.)
7605
11/20/2012
2682 If of 8"
Long Creek
Domestic
1
52470
52470
0
52470
0
7606-S
South Fork Catawba
Regional Imp.(Kings Grant)
7606
11/20/2012
266 If of 8"
Eagle
Domestic
1
64440
64440
0
64440
0
7543-S
Rosegate Phase 3 A/B
7543
11/29/2012
995 If of 8"
Long Creek
Domestic
19
360
6840
19
360
6840
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: July 2018
Page 3 of 6

° SSLIEMNTE.olyAax4Pkv4,-
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Okietaag.419MAFLOINAMMMIONA. 'w ' A
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ethIniiErt -
,
,
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7582-5
Daimler
7582
12/21/2012
316 If of 8"
Long Creek
Domestic
1
2500
2500
1
2500
2500
4698-S
Kinmere Village
4698
2/28/2013
7139 If of 8"
Long Creek
Domestic
111
360
39960
111
360
39960
7616-S
West Congregation of
Johovah's Witness
7616
4/9/2013
3841? of 8"
Crowders
Creek
Domestic
1
8000
8000
1
8000
8000
7457-S
South Fork Village
Apartments
7457.
4/17/2013
2490 If of 8",
870 If 6" FM
Eagle
Domestic
352
274
96448
352
274
96448
7710-S
Long Creek Apartments
7710
5/6/2013
1474 If of 8"
Long Creek
Domestic
103
300
30900
103
300
30900
7615-5
Rosegate Phase 3 C/D/E
7615
5/30/2013
3032 If of 8"
Long Creek
Domestic
55
449
24695
55
449
24695
7467-S
Kinmere Commons
7467
6/4/2013
1977 If of 8"
Long Creek
Domestic
106
360
38160
106
360
38160
7720-S
Robinson Oaks 2013
7720
9/6/2013
8392of 8"
Long Creek
Domestic
204
120
73440
38
120
4560
7746-S
Tractor Supply
7746
9/18/2013
180 If of 8"
Crowders
Creek
Domestic
1
2280
2280
1
2280
2280
7785-5
Summit Crossing Phase IV
7785
10/14/2013
427 If of 8"
Long Creek
Domestic
1
2500
2500
1
2500
2500
4948-S
Villas At Robinson Oaks
4948
1/22/2014
1160 If of 8"
Long Creek
Domestic
62
374
22480
44
374
16456
7848-S
Owens Corning
7848
1/31/2014
667 If of 8"
Long Creek
Domestic
1
124000
124000
1
124000
124000
8090-S
Oakhill Lane Sewer
Extension
8090
7/31/2014
372 If of 8"
Long Creek
Domestic
4
360
1440
0
360
0
8091-S
Winterlake Drive Sewer
Extension
8091 .
7/31/2014
380 If of 8"
Long Creek
Domestic
3
360
1080
3
360
1080
8092-S
American & Efird Sewer
Line Upgrade
8092
8/13/2014
227 If of 8"
private sewer
Crowders
Creek
Industrial
1
23000
23000
' 0
23000
0
7640-S
Villages At Cramerton Mills -
Ph 1
7640
10/27/2014
4515' of 8"
Eagle
Domestic
75
416
31200
6
416
2496
7721-5
Bethesda Oaks Ph 3 - 2013
7721
1/6/2015
4408' of 8"
Long Creek
Domestic
84
480
40320
56
480
26880
8189-S
Woodbriar Trail Sewer
Extension
8189
1/26/2015
420' of 8"
Long Creek
Domestic
4
360
1440
2
360
720
8205-5
Villages At Cramerton Mills
Ph 1E
8205
4/9/2015
1012' of 8"
Eagle
Domestic
8
1228
9828
0
1228
0
8174-S
Harris Teeter
8174
5/26/2015
718' of 8"
Long Creek
Domestic
1
7317
7317
1
7317
7317
8359-S
MR Office Building
8359
10/12/2015
179' of 8"
Long Creek '
Domestic
1
275
275.
1
275
275
8338-S
Catawba Hills Ph 4
8338
1/6/2016
1,835' of 8"
Long Creek
Domestic
38
360
13680
38
360
13680
8469-S -
Catawba Hills Village D
Townhomes
8469
1/21/2016
905' of 8"
Long Creek
Domestic
39
360
14040
39
360
14040
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: July 2018
Page 4 of 6

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'ow , '
7 - t, ,R#9Ag-,, ,k - 4
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4
4,4,44.44,7,,,,,
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,„.. - -„v •-?,,::
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ek,F,„E-TtP4
( 176 syMrtlopitii,
ApP.49NFAMICIaim,'
Ai t • ,,egterter4''
8283-S
Gaston College - Center For
Advanced Manufacturing
8283
5/10/2016
11 If of 8"
Long Creek
Domestic
1
9000
9000
1
9000
9000
8341-S
The Enclave At Cramer
Woods Ph 1
8341
8/1/2016
4,772 If of 8"
Long Creek
Domestic
59
360
21240
7
360
2520
8513-5
Villas At Union Trace
8513
8/19/2016
78 If of 8"
Long Creek
Domestic
60
240
14400
60
240
14400
8533-5
Caromont Professional
Office
8533
8/31/2016
245 If of 8"
Long Creek
Domestic
1
5575
5575
1
5575
5575
8657-S
S New Hope Road Sewer
Improvements
8657
10/21/2016
462 If of 8"
Long Creek
Domestic
1
2500
2500
1
2500
2500
8555-5
Apple Creek Village Ph 1
8555
11/8/2016
3,554 If of 8"
Long Creek
Domestic
64
360
23040
37
360
13320
8532-S
Sundance Village Ph3
8532
11/22/2016
2,570 If of 8"
Long Creek
Domestic
77
360
27720
17
360
6120
8624-S
Village At Parkside Ph 3
8624
4/7/2017
773 If of 8"
Crowders
Creek
Domestic
21
360
7560
0
360
0
8543-S
Waffle House
8543
6/22/2017
281 If of 8"
Long Creek
Domestic
1
1520
1520
1
1520
1520
8760-5
Dollar General
8760
8/2/2017
226 If of 8"
Long Creek
Domestic
1
200
200
1
200
200
8779-S
Apple Creek Village Ph 2 &
3
8779
10/24/2017
6,072 If of 8"
Long Creek
Domestic
21 1
360
75960
0
360
0
8866-S
Duke Energy Gastonia
Operations Center
8866
11/16/2017
1342 If of 8"
Long Creek
Domestic
1
1250
1250
0
1250
0
8857-S
Maycroft
8857
1/18/2018
2,159 If of 8", 15
MH
Long Creek
Domestic
59
262
15450
0
262
0
8778-S
Villages At Southfork Ph 1
8778
1/26/2018
1250 If 6", 7987
If 8", 1 lift
Eagle
Domestic
174
•
225
39150
0
225
0
8651-S
Bethesda Oaks Ph 4
8651
2/1/2018
6,948 If of 8" '
Long Creek
Domestic
126
360
45360
0
360
0
8802-S
Courtyards At Cramerton
8802
4/5/2018
3,414 If 8", 27
MH
Eagle
Domestic
72
150
10800
0
150
0
8952-5
Gaston Community Church
8952
4/18/2018
256 If of 8"
Long Creek
Domestic
1
1250
1250
0
1250
0
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: July 2018
Page 5 of 6

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MUNICIPAL SEWER CONTRACT SUMMARY
* P 7J q>s 4 e C r l rt� Sys fl cl
TYI ptift „ `�
d ,
r1n C r,Xk yu` !.
�
W`° p�
44
�ys„s ryt 3.3
N,1'Ra1C��
-.. -�
b
tw i ;i . �a, i!
as,c�l_k1111r3►�I� 2d"1$
a ADF'
gu
City of Bessemer City :
Oates Road
Crowders
Creek
1,000,000
400,558
City of Bessemer City :
Abernethy Creek
Crowders
`Creek
608,333
373,178
Town of Clover
Crowders
Creek
866,666
793,233
City of High Shoals
Long Creek
100,000
35,301
City of Kings Mountain
Crowders
Creek
1,000,000
6,339
Town of Ranlo
Long Creek
400,000
273,493
City of Lowell
Long Creek
N/A
34,487
City of Belmont
Eagle Road
280,000
73,994
Dallas Spencer Mountain
Village
Long Creek
N/A
22,746
Dallas Long Creek
Apartments
Long Creek
N/A
13,882
Town of Stanley
Long Creek
1,000,000
316,555
Town of McAdenville
Long Creek
180,000
No Usage
Pharr Yarns
Long Creek
500,000
No Usage
Long Creek WWTP:
Crowders Creek WWTP:
Eagle Road WWTP:
"CONTRACT"
FLOW
(MGD)
"DESIGN"
FLOW (MGD)
"CONNECTED"
FLOW
(MGD)
FLOW
"NOT YET
TRIBUTARY"
(MGD)
2.180
1.855
1.940
2.095
3.475
0.217
1.710
1.981
0.280
0.252
0.173
0.359
Long Creek WWTP
Crowders Creek WWTP
Eagle Road WWTP
Permit # NC0020184
Permit # NC0074268
Permit # NC0006033
Permitted Flow: 16.0 MGD
Permitted Flow: 6.0 MGD
Permitted Flow: 4.0 MGD
JAN-JUN 2018 ADF: 8.5 MGD
JAN-JUN 2018 ADF: 2.9 MGD
JAN-JUN 2018 ADF: 0.7 MGD
mifted Flow«,Used. 66% Y „"f
j.>;..,,
..,, Permitted`FlowtUsed..,81%,fi. ,N i ,r ,r
„,;„
uPermitted FlbWUsed, ;26,5%0;. 1,r " ,
*Permitted Flow Used = (ADF + "Flow Not Yet Tributary') / WWTP Permitted Flow
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: July 2018
Page 6 of 6

RECEIVEDINCDENRIDWR
SEP -1 2017
WQROS
MOORESVILLE REGIONAL OFFICE
Great Place. Great People. Great Promise.
Engineering Department
P.O. Box 1748 • Gastonia, NC 28053-1748 • Phone: [phone] • Fax: [phone]
www.cityofgastonia.com
August 28, 2017
Ms. Dee Browder
NCDENR
Division of Water Quality
610 E. Center Avenue; Suite 301
Mooresville, NC 28115
Subject: City of Gastonia
Local Sewer Permit Program —Flow Tracking Report
Dear Ms. Browder:
In reference to above, please find attached the following documents:
• Form FTSE-10/07: Long Creek Wastewater Treatment Plant
• Form FTSE-10/07: Crowder's Creek Wastewater Treatment Plant
• Form FTSE-10/07: Eagle Road Wastewater Treatment Plant
Sewer Usage Spreadsheet as of July 1, 2017
If you have any questions or need additional information, please contact me at
[phone].
Sincerely,
Jamie Johnson
Land Development
Cc: Rusty Bost, City Engineer
Tucker Johnson, Assistant City Engineer
Matt Bernhardt, Director of Public Works and Utilities

OF NAr - State of North Carolina
Department of Environment and Natural Resources
7 Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name:
Project Name for which flow is being requested:
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Long Creek WWTP
b. WWTP Facility Permit #: NC0020184
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
16.0 MGD
1.7 MGD
6.7 MGD
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
III. Certification Statement:
I, 1Amfe c An GO eN , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
accepta of this wasp- at flow.
,41.7yvt.ts'
Signing fficial Sign/ture
25)—/%
Date

r
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Project Applicant Name:
Project Name for which flow is being requested:
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Crowder's Creek WWTP
b. WWTP Facility Permit #: NC0074268
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
6.0 MGD
1.8 MGD
2.7 MGD
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD
(Firm/Design)
Approx. Current Avg.
Daily Flow, MGD
III. Certification Statement:
I, ,3.41, re. -o f r, so 0-- , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptan of this was ateriow.
.Aires.-..e
Signing f cial Signature Date

SANITARY SEWER USAGE REPORT
CITY OF GASTONIA, NORTH CAROLINA
July 1, 2017
,- PERri.1.,
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«ird' ludo :
:1),P1(TIL.°0
vido.§E3
Al(aii)e..:'%Fi:iik(g-4)",.
0106343-S
Rosegate Phs. 2
4505
1/10/2006
1898 LF-8"
Long Creek
Domestic
36
360
12960
36
360
12960
0106344-S
Catawba Hills 3
4422
1/11/2006
1602 LF-8"
Long Creek
Domestic
48
360
17280
48
360
17280
0206345-S
Town of Clover Monitoring
Facility
4635
2/14/2006
230 LF-15"
Crowders
Creek
Domestic
0
0
0
0
0
0
0206346-5
Bethesda Oaks Phase I
4562
2/20/2006
5603 LF-8"
Long Creek
Domestic
26
480
12480
26
480
12480
0206347-S
Glyncastle
4442
2/24/2006
1600 LF-8"
Long Creek
Domestic
33
360
11880
33
360
11880
0306348-S
3001 Titman Road
4640
3/21/2006
65 LF-8"
Long Creek
Domestic
1
360
360
1
360
360
0306349-5
The Village at The
Mountain
4475
6/7/2006
2418 LF of 8"
Long Creek
Domestic
78
360
28080
11
360
3960
0606351-S
The Village at Parkside
4198
6/30/2006
8053 Lf - 8"
Crowders
Creek
Domestic
228
360
82280
110
360
39600
0706352-S
Village at 5th Avenue
4583
7/7/2006
5349 LF of 8"
Long Creek
Domestic
142
400
56800
130
400
52000
0606350-S
Ferguson Subdivision
Sewer Extension
4498
7/13/2006
366 LF - 8"
Crowders
Creek
Domestic
5
360
1800
1
360
360
0706353-S
Wren Turnpike Wholesales
4558
7/18/2006
305 LF of 8"
Long Creek
Domestic
4
119
475
2
119
238
0706354-S
Carmax
4594
7/26/2006
695 If of 12" 798
If of 8"
Long Creek
Domestic
0
0
0
0
0
0
0706356-S
Cramer Woods Phs 3
4588
8/3/2006
10,457 LF of 8"
Long Creek
Domestic
139
360
50040
133
360
47880
0706355-S
Spencer Mountain Village
Phs 1
4351
8/7/2006
12,868 LF of 8"
Long Creek
Domestic
254
360
91440
101
360
36360
0806357-S
Shops at Franklin Square
4665
8/15/2006
1590 LF of 8"
Long Creek
Domestic
10
1614
16140
6
1614
9684
0806358-S
Susan Farms Sewer
Petition Phs 1&2 (COG)
5611
8/15/2006
3051 If of 8"
Long Creek
Domestic
32
290
9300
17
290
4930
1006361-S
Woodleigh Subdivision
4637
10/11/2006
234 LF of 8"
Long Creek
Domestic
2
375
750
1
375
375
1106362-S
Catawba Hills Subdivision
Village D — Townhomes
4352
11/9/2006
2221 LF of 8"
Long Creek
Domestic
32
360
11520
32
360
11520
1106363-S
Club Ridge Subdivision
4712
11/17/2006
1738 LF of 8"
Long Creek
Domestic
18
360
6480
4
360
1440
1106364-S
Bethesda Oaks Phs. 2
4641
11/21/2006
6409 LF of 8"
Long Creek
Domestic
148
480
71040
148
480
71040
1106365-S
New Hope Elementary SS
Extension
4764
11/28/2006
160 LF of 8"
Long Creek
Domestic
1
6816
6816
1
6816
6816
0906360-5
Windsong Drive, Denise Dr.
& Sugar Ln (COG)
5614
12/15/2006
1665 LF of 8"
Long Creek
Domestic
18
370
6660
18
370
6660
0107366-S
Willow Creek Subdivision
Phs 2
4536
1/5/2007
6572 LF of 8"
Long Creek
Domestic
192
360
69120
192
360
69120
0307367-S
New Hope Crossing
4740
3/6/2007
1613 LF of 8"
Long Creek
Domestic
6
1035
6210
6
1035
6210
0307369-5
Value Place
4739
3/16/2007
115 LF of 8"
Long Creek
Domestic
1
7338
7338
1
7338
7338
0307368-S
Kinmere Farms
4652
3/20/2007
4781 LF of 8"
Long Creek
Domestic
80
360
28800
80
360
28800
0407370-S
Apple Creek Village — Off
Site
4677
4/26/2007
1553 LF of 16"
Long Creek
Domestic
0
0
0
0
0
0
0507371-S
Woodbriar Trail (COG)
5616
5/22/2007
1133 LF of 8"
Crowders
Creek
Domestic
14
300
4200
14
300
4200
0507372-S
The Summit at Court Drive •
Phs 3
4765
5/24/2007
174 LF of 2"
200 LF of 8"
Long Creek
Domestic
5000
5000
1
5000
5000
0707373-S
Apple Creek Village
4543
7/26/2007
9632 LF of 8"
227 LF of 16
Long Creek
Domestic
291
360
104760
9
360
3240
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report July 2017
Page 1 of 4

;PERMIT #
°'S?*
PROJECj.T ''
igx"'a' �z �:
nip # t3
ti 9"
ISSUE DATE
, cl` r ,,,
DESCRIPTION
.."Y WV' a
, WWI P
. lA y.,q
WASTE TYPE
5
"DESIGN" FLOW CALCULATIONS
ESTIMATED FLOW (JUNE 30, 2017). :
#LOTS
,(. )9
,,,F`4 (gP�lunit)"
DESIGN FLOW
a) pd)t ,
'' °' (#CD8)fi
r•
'f iBPdiunit) a;k
*^
Ft FLOW,(g Pud)
0707374-S
Crowders View Phase II
4854
7/27/2007
2281 LF of 8"
Crowders
Creek
Domestic
58
360
20880
58
360
20880
0807375-5
Howe Sewer Extension
4849
8/2/2007
48 LF of 8"
Crowders
Creek
Domestic
1
600
600
1
600
600
1007376-S
Villas at Applecreek
4802
10/30/2007
3488 LF of 8"
Long Creek
Domestic
89
360
32040
0
360
0
1107377-S
Gaston Crossing
4947
11/16/2007
519 LF of 8"
Long Creek
Domestic
5
4802
24008
3
4802
14406
1107378-S
Queens Road Sewer Rehab
Phase 1 (COG)
5617
11/29/2007
2391 LF of 8"
Crowders
Creek
Domestic
32
300
9600
32
300
9600
1207379-5
Robinson Oaks Villas
(outfall)
5012
12/6/2007
1810 LF of 8"
Long Creek
Domestic
0
0
0
0
0
0
0208380-5
Bethlehem Baptist Church
4934
2/5/2008
1612 LF OF 8"
Long Creek
Domestic
2
6250
12500
2
6250
12500
0208381-5
Reserve at Catawba Creek
4675
2/6/2008
2996 LF OF 8"
1382 LF OF 6"
Long Creek
Domestic
127
405
51435
127
405
51435
0308384-5
Winterlake Drive SS
Extension
4984
3/27/2008
1286 LF OF 8"
Long Creek
Domestic
8
360
2880
8
360
2880
0308383-S
City of Gastonia Clouse
Street SS
5623
3/27/2008
75 LF OF 8"
Long Creek
Domestic
1
300
300
1
300
300
0608385-S
Gastonia Technology Park
4668
6/6/2008
593 LF OF 8"
Long Creek
Domestic
4
1581
6324
2
1581
3162
0608386-5
Spencer Mountain Village
PH 2&3
4726
6/9/2008
9344 LF OF 8"
Long Creek
Domestic
227
360
81720
86
360
30960
0608387-S
Gaston Mall
5032
6/17/2008
682 LF OF 8"
140 LF OF 18"
Long Creek
Domestic
4
400
1600
4
400
1600
0708388-5
Bayview Pump Station
Abandonment
5628
7/14/2008
78 LF OF 8"
Long Creek
Domestic
0
0
0
0
0
0
0708389-5
Mill Creek Apartments
Phase 3
5107
7/16/2008
755 LF OF 8"
Long Creek
Domestic
4
3120
12480
4
3120
12480
5097-5
Evergreen Landing
Apartments
5097
11/7/2008
728 LF of 8"
Long Creek
Domestic
4
4890
19560
4
4890
19560
5241-S
Fresenius Medical Care
5241
12/22/2008
165 LF of 8"
Crowders
Creek
Domestic
1
2000
2000
1
2000
2000
5743-5
Ridge Mill Community /
Nina Dawn Sewer
5743
1/30/2009
8557 LF of 8"
Crowders
Creek
Domestic
74
300
22200
57
300
17100
5780-5
Queens Road Sewer Rehab
Phase 3 (COG)
5780
2/23/2009
6470 LF of 8"
Crowders
Creek
Domestic
92
350
32200
92
350
32200
5786-5
NCDOT 274 Widening
Utility Relocation Project
5786
2/25/2009
492 LF of 8"
Long Creek
Domestic
0
0
0
0
0
0
5926-5
West Davidson Bridge
Replacement
5726
7/24/2009
320 LF of 8"
Long Creek
Domestic
0
0
0
0
0
0
5739-5
NCDOT Gaston County
Maintenance Yard
5739
11/5/2009
1231 LF of 8"
Long Creek
Domestic
1
2000
2000
1
2000
2000
6467-5
O'Reilly Auto Parts
6467
1/28/2010
218 If of 8"
Long Creek
Domestic
1
2000
2000
1
2000
2000
6468-S
Summit Crossing Phase III
6468
4/1/2010
657 If of 8"
Long Creek
Domestic
3
6520
19560
3
6520
19560
6957-S
Rolling Meadows Drive SS
Extension
6957
8/23/2010
731 If of 8"
Long Creek
Domestic
3
350
1050
0
350
0
6953-5
Tech Park Sewer
Improvements
6953
11/18/2010
63971f of 12"
Long Creek
Domestic
2
65000
130000
2
65000
130000
7054-S
Robinson Heights
Subdivision
7054
12/15/2010
1766 If of B"
Long Creek
Domestic
19
300
5700
15
300
4500
6982-5
DRJ Holdings Property
6982
1/20/2011
338 If of 8"
Long Creek
Domestic
1
1600
1600
1
1600
1600
7056-5
Pearson Properties--
Hoffman Road
7056
3/4/2011
585 If of 8"
Long Creek
Domestic
1
1500
1500
1
1500
1500
7024-5
Bordeaux Apartments
7024
3/8/2011
58 If of 8"
Long Creek
Domestic
33
350
11550
33
350
11550
7177-5
Roberts Family Ventures
7177
6/15/2011
112 If of 8"
Long Creek
Domestic
1
500
500
1
500
500
5922-5
Ballantyne Apartments
5922
6/21/2011
1795 If of 8"
Long Creek
Domestic
241
237
57120
241
237
57120
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report July 2017
Page 2 014

'¢PERMIT#'""
,, , , ,. t ,, a
' 'PROJECT
e , # " , ,, m..
..
„» 'AM '#`"`"
.. `i". ..,A
ISSUE DATE
5 a^z:..xl ..,w,
c DESCRIPTION`
.•asi;. "� ,.y:....
WWI'P"
t+ �A . .,
WASTE
u , . ...
''DESIGN'' FLOW CALCULATIONS , ..
ESTIMATED FLOW (JUNE 30 2017} .,
( ) .c
Of LOTS)
,. �.�
(0pd/unit
.., s n .
DESIGN FLOW
.L d )
(9P ) °T
,iV1# COS'
w:.*`J( Pdlun,t).
FLOW d,
(9P )z
6725-5
Gaston Mall Redevelopment
(Target)
6725
8/16/2011
681 If of 8"
Long Creek
Domestic
1
21300
2000
1
2000
2000
7384-S
CTL Packaging USA
7384
5/7/2012
489 If of 8"
1107 If of 10"
Long Creek
Domestic
1
1200
1200
1
1200
1200
7488-5
Dollar General Outfall
7488
7/3/2012
681 If of 8"
Long Creek
Domestic
1
910
91D
1
910
910
7605-S
South Fork Catawba
Regional Imp. (Fair St.)
7605
11/20/2012
2682 If of 8"
Long Creek
Domestic
1
52470
52470
0
52470
0
7606-5
South Fork Catawba
Regional Imp.(Kings Grant)
7606
11/20/2012
266 If of 8"
Eagle
Domestic
1
64440
64440
0
6444D
0
7543-5
Rosegate Phase 3 A/B
7543
11/29/2012
995 If of 8"
Long Creek
Domestic
19
360
6840
19
360
6840
7582-S
Daimler
7582
12/21/2012
316 If of 8"
Long Creek
Domestic
1
2500
2500
1
2500
2500
4698-S
Kinmere Village
4698
2/28/2013
7139 If of 8"
Long Creek
Domestic
111
360
39960
104
360
37440
7616-S
West Congregation of
Johovah's Witness
7616
4/9/2013
3841f of 8"
Crowders
Creek
Domestic
1
8000
8000
1
8000
8000
7457-S
South Fork Village
Apartments
7457
4/17/2013
2490 1f of 8",
870 If 6" FM
Eagle
Domestic
352
274
96448
352
274
96448
7710-S
Long Creek Apartments
7710
5/6/2013
1474 If of 8"
Long Creek
Domestic
103
300
30900
103
300
30900
7615-5
Rosegate Phase 3 C/D/E
7615
5/30/2013
30321f of 8"
Long Creek
Domestic
55
449
24720
41
449
18409
7467-5
Kinmere Commons
7467
6/4/2013
1977 If of 8"
Long Creek
Domestic
104
360
37440
100
360
36000
7720-S
Robinson Oaks 2013
7720
9/6/2013
8392' of 8"
Long Creek
Domestic
204
120
73440
28
120
3360
7746-S
Tractor Supply
7746
9/18/2013
180 If of 8"
Crowders
Creek
Domestic
1
2260
2280
1
2280
2280
7785-S
Summit Crossing Phase IV
7785
10/14/2013
427 If of 8"
Long Creek
Domestic
1
2500
2500
1
2500
2500
4948-S
Villas At Robinson Oaks
4948
1/22/2014
1160 If of B"
Long Creek
Domestic
62
374
22480
26
374
9724
7848-S
Owens Corning
7848
1/31/2014
667 If of 8"
Long Creek
Domestic
1
124000
124000
1
124000
124000
8090-S
Oakhill Lane Sewer
Extension
8090
7/31/2014
372 If of 8"
Long Creek
Domestic
4
360
1440
0
360
0
8091-5
Winterlake Drive Sewer
Extension
8091
7/31/2014
380 If of 8"
Long Creek
Domestic
3
360
1080
0
360
0
8092-S
American & Efird Sewer
Line Upgrade
8092
8/13/2014
227 !fa 8"
private sewer
Crowders
Creek
Industrial
1
23000
2300D
0
23000
0
7640-S
Villages At Cramerton Mills -
Ph 1
7640
10/27/2014
4515' of 8"
Eagle
Domestic
75
416
31200
5
416
2080
7721-S
Bethesda Oaks Ph 3 - 2013
7721
1/6/2015
4408' of 8"
Long Creek
Domestic
84
480
40320
12
480
5760
8189-5
Woodbriar Trail Sewer
Extension
8189
1/26/2015
420' of 8"
Long Creek
Domestic
4
360
1440
0
360
0
8205-S
Villages At Cramerton Mills
Ph 1E
8205
4/9/2015
1012' of 8"
Eagle
Domestic
8
1228
9828
0
1228
0
8174-S
Harris Teeter
8174
5/26/2015
718' of 8"
Long Creek
Domestic
1
7317
7317
1
7317 •
7317
8359-5
MR Office Building
8359
10/12/2015
179' of 8"
Long Creek
Domestic
1
275
275
1
275
275
8338-S
Catawba Hills Ph 4
8338
1/6/2016
1,835' of 8"
Long Creek
Domestic
38
360
13660
25
360
9000
8469-S
Catawba Hills Village D
Townhomes
8469
1/21/2016
905' of 8"
Long Creek
Domestic
39
360
14040
30
360
10800
8283-5
Gaston College - Center For
Advanced Manufacturing
8283
5/10/2016
11 If of 8"
Long Creek
Domestic
1
9000
9000
0
9000
0
8341-5
The Enclave At Cramer
Woods Ph 1
8341
8/1/2016
4,772 If of 8"
Long Creek
Domestic
59
360
21240
0
360
0
8513-5
Villas At Union Trace
8513
8/19/2016
78 If of 8"
Long Creek
Domestic
60
240
14400
0
240
0
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report July 2017
Page 3 of

PERMIT #
PROJECT
AIP #
ISSUE DATE
, ,
DESCRIPTION
V WTPi
.
W..E'TYPE
AST
"DESIGN"FLOW CALCULATIONS i -
ESTIMATED FLOW::: (JUNE 30, 2017) .:.
(it LOTS)
(gpd/untt)
DESIGN FLOW
(god)
(8 CO'S)
(gpdamIt)
FLOW (gpd)
8533-S
Caromont Professional
Office
8533
8/31/2016
245 If of 8"
Long Creek
Domestic
1
5575
5575
0
5575
0
8657-S
S New Hope Road Sewer
Improvements
8657
10/21/2016
462 If of 8"
Long Creek
Domestic
1
2500
2500
0
2500
0
8555-S
Apple Creek Village Ph 1
8555
11/8/2016
3,554 If of 8"
Long Creek
Domestic
64
360
23040
0
360
0
8532-5
Sundance Village Phi
8532
11/22/2016
2,570 If of 8"
Long Creek
Domestic
77
360
27720
0
360
0
8624-S
Village At Parkside Ph 3
8624
4/7/2017
773 If of 8"
Crowders
Creek
Domestic
21
360
7560
0
360
0
8543-S
Waffle House
8543
6/22/2017
281 If of 8"
Long Creek
Domestic
1
1520
1520
0
1520
0
MUNICIPAL SEWER CONTRACT SUMMARY
' ..
CITY/TOWN
.
WNTP
CONTRACT
MAX
,.... (g Pd)
' JAN-JUNE 2017
r.. ADF
' (9Pd)....
City of Bessemer City :
Oates Road
Crowders
Creek
1,000,000
411,527
City of Bessemer City :
Abernethy Creek
Crowders
Creek
606,333
375,298
Town of Clover
Crowders
Creek
620,000
704,354
City of High Shoals
Long Creek
100,000
29,330
City of Kings Mountain
Crowders
Creek
1,000,000
6,823
Town of Ranlo
Long Creek
400,000
196,551
City of Lowell
Long Creek
N/A
25,638
City of Belmont
Eagle Road
280,000
82,486
Dallas - Spencer Mountain
Village
Long Creek
N/A
35,622
Town of Stanley
Long Creek
1,000,000
155,477
Long Creek WWTP:
Crowders Creek WWTP:
Eagle Road WWTP:
"CONTRACT"
FLOW
(MGD)
Janufiaf2006r"June
30 )201AL*.o�y
"DESIGN"
FLOW (MGD)
"CONNECTED"
FLOW
(MGD)
FLOW
"NOT YET
TRIBUTARY"
(MGD)
1.500
1.715
1.559
1.656
3.228
0.217
1.635
1.810
0.280
0.202
0.181
0.301
Long Creek WWTP
Crowders Creek WWTP
Eagle Road WWTP
Permit # NC0020184
Permit # NC0074268
Permit # NC0006033
Permitted Flow: 16.0 MGD
Permitted Flow. 6.0 MGD
Permitted Flow 4.0 MGD
JAN-JUNE 2017 ADF: 6.7 MGD
JAN-JUNE 2017 ADF: 2.7 MGD
JANJUNE 2017 ADF: 0.7 MGD
Permitted Flow Used: 52%
- Permitted Flow Used: 75%
Permitted Flow Used: 25%
`Permitted Flow Used = (ADF + "Flow Not Yet Tributary') / W WTP Permitted Flow
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: July 2017
Page 4 of 4

't ECEIVEt/NCJENR/DWR
ASTONI
NC
Great Place. Great People. Great Promise.
Engineering Department
S E P --1 2017
WQROS
MOORESVILLE REGIONAL OFFICE
P.O. Box 1748 • Gastonia, NC 28053-1748 • Phone: [phone] • Fax: [phone]
www.cityofgastonia.com
August 28, 2017
Ms. Dee Browder
NCDENR
Division of Water Quality
610 E. Center Avenue; Suite 301
Mooresville, NC 28115
Subject: City of Gastonia
Local Sewer Permit Program —Flow Tracking Report
Dear Ms. Browder:
In reference to above, please find attached the following documents:
• Form FTSE-10/07: Long Creek Wastewater Treatment Plant
• Form FTSE-10/07: Crowder's Creek Wastewater Treatment Plant
• Form FTSE-10/07: Eagle Road Wastewater Treatment Plant
• Sewer Usage Spreadsheet as of January 1, 2017
If you have any questions or need additional information, please contact me at
[phone].
Sincerely,
Jamie Johnson
Land Development
Cc: Rusty Bost, City Engineer
Tucker Johnson, Assistant City Engineer
Matt Bernhardt, Director of Public Works and. Utilities

OV\1A T State of North Carolina
PG Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name:
Project Name for which flow is being requested:
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Long Creek WWTP
b. WWTP Facility Peiiiiit #: NC0020184
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
16.0 MGD
1.6 MGD
6.5 MGD
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD
(Firm/Design)
Approx. Current Avg.
Daily Flow, MGD
III. Certification Statement:
I, aml a Sa An,5o,-.. , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptan( e of this w tewa er flow.
\gig fr2 —/7
Signing fficial Si attire Date

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name:
Project Name for which flow is being requested:
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Crowder's Creek WWTP
b. WWTP Facility Permit #: NC0074268
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
6.O MGD
1.8 MGD
2.4 MGD
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD
(FiiuilDesign)
Approx. Current Avg.
Daily Flow, MGD
III. Certification Statement:
I, -No-,,, le- �a An a- , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
accept e of this w stev,ater flow.
Signing' Official Stginature Date

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name:
Project Name for which flow is being requested:
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Eagle Road WWTP
b. WWTP Facility Permit #: NC0006033
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
4.0 MGD
0.3 MGD
0.7 MGD
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Film/Design) Daily Flow, MGD
III. Certification Statement:
I, m f e- dins'o�. , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
accepta e of this astewater flow.
g- 29-/r7
Signin Official ,S�gnature Date

PERMIT #
- , -,, ,^, ,
PROJECT
1r, ;•,, ,;,, „,_, 4 —,: , :^,,,
AM #
,e,,,., ',,, , 4,
ISSUE DATE
,,,,,,Ieletbfig°
DESCRIPTION
',,,,,, ,;41,,,'„-,0,,',
WIMP
0 ' - , ,. C,
WASTE TYPE
,,,, ' , ''
. ,„ LOTS)
' ,,", '
,
, ',(F,PIfun'(tiptiFS,:a
DESIGN FLOW
,„„,,,,,
‘".Q.'77,1.
„,„„„„ ,„ .
''7,.,..7!k,'ml..
, „s
FLOW ‘9?.',,
6725-S
Gaston Mall Redevelopment
(Target)
6725
8/16/2011
681 If of 8"
Long Creek
Domestic
1
2000
2000
1
2000
2000
7384-5
CTL Packaging USA
7384
5/7/2012
489 If of 8"
1107 If of 10"
Long Creek
Domestic
1
1200
1200
1
1200
1200
7488-S
Dollar General Outfall
7488
7/3/2012
681 If of 8"
Long Creek
Domestic
1
910
910
1
910
910
7605-S
South Fork Catawba
Regional Imp. (Fair St.)
7605
11/20/2012
2682 If of 8"
Long Creek
Domestic
1
52470
52470
0
52470
0
7606-S
South Fork Catawba
Regional Imp.(Kings Grant)
7606
11/20/2012
266 If of 8"
Eagle
Domestic
1
64440
64440
0
64440
0
7543-S
Rosegate Phase 3 A/B
7543
11/29/2012
995 If of 8"
Long Creek
Domestic
19
360
6840
17
360
6120
7582-S
Daimler
7582
12/21/2012
316 If of 8"
Long Creek
Domestic
1
2500
2500
1
2500
2500
4698-S
Kinmere Village
4698
2/28/2013
7139 If of 8"
Long Creek
Domestic
111
360
39960
104
360
37440
7616-S
West Congregation of
lohovah's Witness
7616
4/9/2013
3841f of 8"
Crowders
Creek
Domestic
1
8000
8000
1
8000
8000
7457-S
South Fork Village
Apartments
7457
4/17/2013
2490 If of 8",
870 If 6" FM, 1
Eagle
Domestic
352
274
96448
352
274
96448
7710-S
Long Creek Apartments
7710
5/6/2013
1474 if of 8"
Long Creek
Domestic
103
300
30900
103
300
30900
7615-5
Rosegate Phase 3 C/D/E
7615
5/30/2013
3032 If of 8"
Long Creek
Domestic
55
449
24720
36
449
16164
7467-S
Kinmere Commons
7467
6/4/2013
1977 if of 8"
Long Creek
Domestic
104
360
37440
92
360
33120
7720-S
Robinson Oaks 2013
7720
9/6/2013
8392' of 8", 44
MH
Long Creek
Domestic
204
120
73440
18
120
2160
7746-S
Tractor Supply
7746
9/18/2013
180 If of 8"
Crowders
Creek
Domestic
1
2280
2280
1
2280
2280
7785-S
Summit Crossing Phase IV
7785
10/14/2013
427 If of 8"
Long Creek
Domestic
1
2500
2500
1
2500
2500
4948-S
Villas At Robinson Oaks
4948
1/22/2014
1160 If of 8"
Long Creek
Domestic
62
374
22480
22
374
8228
7848-S
Owens Corning
7848
1/31/2014
667 If of 8"
Long Creek
Domestic
1
124000
124000
1
124000
124000
8090-S
OakhIll Lane Sewer
Extension
8090
7/31/2014
372 If of 8"
Long Creek
Domestic
4
360
1440
0
360
0
8091-S
Winterlake Drive Sewer
Extenslon
8091
7/31/2014
380 If of 8"
Long Creek
Domestic
3
360
1080
0
360
0
8092-5
American & Efird Sewer
Line Upgrade
8092
8/13/2014
227 If of 8"
private sewer
Crowders
Creek
Industrial
1
23000
23000
0
23000
0
7640-5
Villages At Cramerton Mills -
Ph 1
7640
10/27/2014
4515' of 8"
Eagle
Domestic
75
416
31200
5
416
2080
7721-5
Bethesda Oaks Ph 3 - 2013
7721
1/6/2015
4408of 8"
Long Creek
Domestic
84
480
40320
10
480
4800
8189-S
Woodbriar Trail Sewer
Extension
8189
1/26/2015
420' of 8"
Long Creek
Domestic
4
360
1440
0
360
0
8205-S
Villages At Cramerton Mills
Ph lE
8205
4/9/2015
1012' of 8"
Eagle
Domestic
8
1228
9828
0
1228
0
8174-S
Harris Teeter
8174
5/26/2015
718' of 8"
Long Creek
Domestic
1
7317
7317
1
7317
7317
8359-S
MR Office Building
8359
10/12/2015
179' of 8"
Long Creek
Domestic
1
275
275
1
275
275
8338-S
Catawba Hills Ph 4
8338
1/6/2016
1,835' of 8"
Long Creek
Domestic
38
360
13680
19
360
6840
8469-S
Catawba Hills Village D
Townhomes
8469
1/21/2016
905' of 8"
Long Creek
Domestic
39
360
14040
19
360
6840
8283-S
Gaston College - Center For
Advanced Manufacturing
8283
5/10/2016
11 If of 8"
Long Creek
Domestic
1
9000
9000
0
9000
0
8341-5
The Enclave At Cramer
Woods Ph 1
8341
8/1/2016
4,772 If of 8", 31
MH
Long Creek
Domestic
59
360
21240
0
360
0
8513-S
Villas At Union Trace
8513
8/19/2016
78 If of 8"
Long Creek
Domestic
60
240
1440D
0
240
0
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report January 2017
Page 3014

PERMIT -..
PROJECT
AIP#
ISSUE DATE
DESCRIPTION ,
WWTP
WASTE TYPE
"DESIGN",: FLOW CALCULATIONS •.;:
ESTIMATED FLOW (DEC 31,: 2818)
(# LOTS)`
'.
(OPd/unitl
DESIGN FLOW
(god) .....
(#CO's)''
"(gpd/unit),
FLOW (gpd)
8533-5
Caromont Professional
Office
8533
8/31/2016
245 If of 8"
Long Creek
Domestic
1
5575
5575
0
5575
0
8527-S
Snider Tire Facility
8527
10/5/2016
285 If of 8"
Long Creek
Domestic
1
5300
5300
0
5300
0
8657-5
S New Hope Road Sewer
Improvements
8657
10/21/2016
462 If of 8"
Long Creek
Domestic
1
2500
2500
0
2500
0
8555-S
Apple Creek Village Ph 1
8555
11/8/2016
3,554 If of 8"
Long Creek
Domestic
64
360
230413
0
360
0
8532-S
Sundance Village Phi
8532
11/22/2016
2,570 If of 8" &
13 MH
Long Creek
Domestic
77
360
27720
0
360
0
MUNICIPAL SEWER CONTRACT SUMMARY
CITY/TOWN
WWTP
CONTRACT
MAX
(gpd)
JAN-DEC 2016
ADF
(god)
City of Bessemer City :
Oates Road
Crowders
Creek
1,000,000
466,737
City of Bessemer City :
Abernethy Creek
Crowders
Creek
606,333
404,766
Town of Clover
Crowders
Creek
620,000
624,989
City of High Shoals
Long Creek
100,000
29,884
City of Kings Mountain
Crowders
Creek
1,000,000
13,060
Town of Ranlo
Long Creek
400,000
274,197
City of Lowell
Long Creek
N/A
38,016
City of Belmont
Eagle Road
280,000
84,052
Dallas -Spencer Mountain
Village
Long Creek
N/A
34,494
Town of Stanley
Long Creek
1,000,000
133,552
Long Creek WWTP:
Crowders Creek WWTP:
Eagle Road WWTP:
"CONTRACT"
FLOW
(MGD)
Jdhuerykl;1¢006,o
December
"CONNECTED"
FLOW
(MGD)
31h2616
FLOW
"NOT YET
TRIBUTARY"
(MGD)
"DESIGN"
FLOW (MGD)
1.500
1.719
1.600
a
1.619
3.228
0.209
1.666
1.771
0.280
0.202
0.183
0.299
Long Creek WWTP
Crowders Creek WWTP
Eagle Road WWTP
Permit # NC0020184
Permit # NC0074268
Permit # NC0006033
Permitted Flow. 16.0 MGD
Permitted Flow: 6.0 MGD
Permitted Flow: 4.0 MGD
JAN-DEC 2016 ADF: 6.5 MGD
JAN-DEC 2016 ADF: 2.4 MGD
JAN-DEC 2016 ADF: 0.7 MGD
Permitted Flow Used: 50.7%
.Permitted. Flow Used: 70%
Permitted Flow Used:. 25%
'Permitted Flow Used = (ADF + °Flow Not Yet Tributary') / WWTP Permitted Flow
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: January 2017
Page 4 of

ASTONIf1
Great Place. Great People. Great Promise.
Engineering Department
i GeIv5Dti\ict)eNlilowll
MAR 31 2.017
WQROS
S IOORESVILLE REGIONAL OFFICE
P.O. Box 1748 • Gastonia, NC 28053-1748 • Phone: [phone] • Fax: [phone]
www.cityofgastonia.com
March 31, 2017
Deborah Gore
NCDENR
Division of Water Quality
Pretreatment, Emergency Response & Collection Systems Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
SUBJECT: CITY OF GASTONIA LOCAL SEWER PERMIT PROGRAM
Dear Ms. Gore:
In reference to above, there were no sewer permits issued during the period January 2017 through
March 2017 for the city's treatment plants.
If you have any questions or need additional information, please call me at [phone].
Sincerely,
Jamie Johnson
Land Development Project Manager

RECEIVEb/NCIDENR/DWR
OCT 202016
...ram
ASTONI
Great Place. Great People. Great Promise.
Engineering Department
Ph0ne:704.866.6022 • Fax: [phone]
P.O. Box 1748 • Gastonia, NCB ci 7of astonia.Com
October 14, 2016
Ms. Dee Browder
NCDENR
Division of Water Quality
610 E. Center Avenue;
Suite 301
Mooresville, NC
Subject: City of Gastonia
Local Sewer Permit Program
WQROS
MOORESVILLE REGIONAL OFFICE
Flow Tracking Report
Dear Ms. Browder: documents:
In reference to above, please find attached the following
• For
m FTSE-10/07: Long Creek Wastewater Treatment Plant
• Form FT SE-10/07: Crowder's Creek Wastewater Treatment Plant
• For
m FTSE-10/07: Eagle Road Wastewater Treatment Plant
• Sewer Usage Spreadsheet as of July 1, 2016
If you have any questions or need additional information, please contact me at
[phone].
Sincerely,
941/111
Jamie Johnson
Land Development
Cc: Rusty Bost, City Engineer Engineer
Tucker Johnson, Assistant City
Matt Bernhardt, Director of Public Works and Utilities

SILVLI V LUIIVv✓.-��� ..v...
ET 20 Z016
VVA7
7
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
�C�ROS State of North Carolina
MOOD rLLmte�I;WID}Migtnment and Natural Resources
Division of Water Quality
Project Applicant Name:
Project Name for which flow is being requested:
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Crowder's Creek WWTP
b. WWTP Facility Peiniit #: NC0074268
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
6.0 MGD
1.6 MGD
2.6 MGD
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Filin/Design) Daily Flow, MGD
III. Certification Statement:
1, ellle 30In sid , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptan of this wa ewat r flow.
Signingfficial Sig ature Date

F NAT State of North Carolina
QG Department of Environment and Natural Resources
r Division of Water Quality
'- Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name:
Project Name for which flow is being requested:
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Eagle Road WWTP
b. WWTP Facility Peiinit #: NC0006033
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
4.0 MGD
0.4 MGD
0.741 MGD
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Film/Design) Daily Flow, MGD
III. Certification Statement:
I, J In to , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptan of this was -wat; flow.
�rA /C—/r%A
Signing fficial Sig ® tore Date

PERMIT #
,. �
-- -'
PROJECT
-.,• .,
A/P # r
.:
"'
ISSUE DATE
DESCRIPTIONS
, "WWTP
-
WASTE TYPE
.,_(
- ,."DESIGN"! FLOW CALCULATIONS, ..r
m,;:+„ESTIMATED .FLOW_(JUNE-30g2016)';c---
.
..#'
LOTS),
" «'
, 6'1Unit)
DESiGN(FLOW
,(#COS),a�s,q-.(gPd/unit)�
-
FLOW.(gpd).
0507372-S
The Summit at Court Drive -
Phs 3
4765
5/24/2007
174 LF of 2"
200 LF of 8"
Long Creek
Domestic
1
5000
5000
1
5000
5000
0707373-S
Apple Creek Village
4543
7/26/2007
.
9632 LF of 8"
227 LF of 16
Long Creek
Domestic
291
360
104760
0
360
0
0707374-S
Crowders View Phase 1I
4854
7/27/2007
2281 LF of 8"
Crowders
Creek
Domestic
58
360
20880
19
360
6840
0807375-5
Howe Sewer Extension
4849
8/2/2007
48 LF of 8"
Crowders
Creek
Domestic
1
600
600
1
600
600
1007376-5
Villas at Applecreek
4802
10/30/2007
3488 LF of 8"
Long Creek
Domestic
89
360
32040
0
360
0
1107377-S
Gaston Crossing
4947
11/16/2007
519 LF of 8"
Long Creek
Domestic
5
4802
24008
3
4802
14406
1107378-S
Queens Road Sewer Rehab
Phase 1 (COG)
5617
11/29/2007
2391 LF of 8"
Crowders
Creek
Domestic
32
300
9600
32
300
9600
1207379-S
Robinson Oaks Villas
(outfall)
5012
12/6/2007
1810 LF of 8"
Long Creek
Domestic
0
0
0
0
0
0
0208380-S
Bethlehem Baptist Church
4934
2/5/2008
1612 LF OF 8"
Long Creek
Domestic
2
6250
12500
2
6250
12500
0208381-S
Reserve at Catawba Creek
4675
2/6/2008
2996 LF OF 8"
1382 LF OF 6"
Long Creek
Domestic
127
405
51435
127
405
51435
0208382-S
Rosegate Phase 3
4676
2/8/2008
3885 LF OF 8"
Long Creek
Domestic
81
360
29160
0
360
0
0308384-S
Winterlake Drive SS
Extension
4984
3/27/2008
1286 LF OF 8"
Long Creek
Domestic
8
360
2880
8
360
2880
0308383-S
City of Gastonia Clouse
Street SS
5623
3/27/2008
75 LF OF 6"
Long Creek
Domestic
1
300
300
1
300
300
0608385-S
Gastonia Technology Park
4668
6/6/2008
593 LF OF 8"
Long Creek
Domestic
4
1581
6324
1
1581
1581
0608386-S
Spencer Mountain Village
PH 2&3
4726
6/9/2008
9344 LF OF 8"
Long Creek
Domestic
227
360
81720
36
360
12960
0608387-5
Gaston Mall
5032
6/17/2008
682 LF OF 8"
140 LF OF 18"
Long Creek
Domestic
4
400
1600
4
400
1600
0708388-5
Bayview Pump Station
Abandonment
5628
7/14/2008
78 LF OF 8"
Long Creek
Domestic
0
0
0
0
0
0
0708389-S
Mill Creek Apartments
Phase 3
5107
7/16/2008
755 LF OF 8"
Long Creek
Domestic
4
3120
12480
4
3120
12480
5097-S
Evergreen Landing
Apartments
5097
11/7/2008
728 LF of 8"
Long Creek
Domestic
4
4890
19560
4
4890
19560
5241-5
Fresenlus Medical Care
5241
12/22/2008
165 LF of 8"
Crowders
Creek
Domestic
1
2000
2000
1
2000
2000
5743-5
Ridge Mill Community /
Nina Dawn Sewer
5743
1/30/2009
8557 LF of 8"
Crowders
Creek
Domestic
74
300
22200
57
300
17100
5780-5
Queens Road Sewer Rehab
Phase 3 (COG)
5780
2/23/2009
6470 LF of 8"
Crowders
Creek
Domestic
92
350
32200
92
350
32200
5786-5
NCDOT 274 Widening
Utility Relocation Project
5786
2/25/2009
492 LF of 8"
Long Creek
Domestic
0
0
0
0
0
0
5926-S
West Davidson Bridge
Replacement
5726
7/24/2009
320 LF of 8"
Long Creek
Domestic
0
0
0
0
0
0
5739-5
NCDOT Gaston County
Maintenance Yard
5739
11/5/2009
1231 LF of 8"
Long Creek
Domestic
1
2000
2000
1
2000
2000
6467-5
O'Reilly Auto Parts
6467
1/28/2010
218 If of 8" pvc
Long Creek
Domestic
2
2000
4000
1
2000
2000
6468-S
Summit Crossing Phase III
6468
4/1/2010
657 If of 8"
Long Creek
Domestic
3
6520
19560
3
6520
19560
6957-5
Rolling Meadows Drive SS
Extension
6957
8/23/2010
731 If of 8"
Long Creek
Domestic
3
350
1050
0
350
0
6953-5
Tech Park Sewer
Improvements
6953
11/18/2010
6397 If of 12" dip
Long Creek
Domestic
2
65000
130000
2
65000
130000
7054-S
Robinson Heights
Subdivision
7054
12/15/2010
1766 If of 8"
Long Creek I
Domestic
19
300
5700
15
300
4500
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: July 2016
Page 2 of 4

PERMIT 0
PROJECT
AJP 6
ISSUE DATE
DBSCRIPTION
WWTP
WASTE TYPE
"OESIGN" FLOW CALCULATIONS
ESTIMATEO FLOW (JUNE 30, 2016)
(8 LOTS)
.,-'ccipgimip,,,,,.
DBSGN
,,,4,4
(rip,,i)
i
st.,,Fa§xt„-
i,,,A9pgiul!9z,
,,,9,/y(gp,q ,
6982-S
DRJ Holdings Property
6982
1/20/2011
338 If of 8"
Long Creek
Domestic
1
1600
1600
1
1600
1600
7056-5
Pearson Properties--
Hoffman Road
7056
3/4/2011
585 If of 8"
Long Creek
Domestic
1
1500
1500
1
1500
1500
7024-S
Bordeaux Apartments
7024
3/8/2011
58 If of 8"
Long Creek
Domestic
33
350
11550
33
350
11550
7177-S
Roberts Family Ventures
7177
6/15/2011
112 If of 8"
Long Creek
Domestic
1
500
500
1
500
500
5922-5
Ballantyne Apartments
5922
6/21/2011
1795 If of 8"
Long Creek
Domestic
241
237
57120
241
237
57120
6725-S
Gaston Mall Redevelopment
(Target)
6725
8/16/2011
681 If of 8"
Long Creek
Domestic
1
2000
2000
1
2000
2000
7384-S
CTL Packaging USA
7384
5/7/2012
489 If of 8"
1107 If of 10"
Long Creek
Domestic
1
1200
1200
1
1200
1200
7488-5
Dollar General Outfall
7488
7/3/2012
681 If of 8"
Long Creek
Domestic
1
910
910
1
910
910
7605-8
South Fork Catawba
Regional Imp. (Fair St.)
7605
11/20/2012
2682 If of 8"
Long Creek
Domestic
1
52470
52470
0
52470
0
7606-8
South Fork Catawba
Regional Imp.(Kings Grant)
7606
11/20/2012
266 If of 8"
Eagle
Domestic
1
64440
64440
0
64440
0
7543-5
Rosegate Phase 3 A/B
7543
11/29/2012
995 If of 8"
Long Creek
Domestic
19
360
360
16
360
5760
7582-S
Daimler
7582
12/21/2012
316 If of 8"
Long Creek
Domestic
1
2500
2500
1
2500
2500
4698-S
Kinmere Village
4698
2/28/2013
7139 If of 8"
Long Creek
Domestic
111
360
39960
64
360
23040
7616-S
West Congregation of
Johovah's Witness
7616
4/9/2013
3841f of 8"
Crowders
Creek
Domestic
1
8000
8000
1
8000
8000
7457-5
South Fork Village
Apartments
7457
4/17/2013
2490 If of 8",
870 If 6" FM, 1
Eagle
Domestic
352
274
96360
0
274
0
7710-S
Long Creek Apartments
7710
5/6/2013
1474 If of 8"
Long Creek
Domestic
103
300
30890
0
300
0
7615-S
Rosegate Phase 3 C/D/E
7615
5/30/2013
3032 If of 8"
Long Creek
Domestic
55
449
24720
28
449
12572
7467-5
Kinmere Commons
7467
6/4/2013
1977 If of 8"
Long Creek
Domestic
104
360
37440
46
360
16560
7720-S
Robinson Oaks 2013
7720
9/6/2013
8392' of 8", 44
MH
Long Creek
Domestic
204
120
73440
2
120
240
7746-5
Tractor Supply
7746
9/18/2013
180 If of 8"
Crowders
Creek
Domestic
1
2280
2280
1
2280
2280
7785-S
Summit Crossing Phase IV
7785
10/14/2013
427 if of 8"
Long Creek
Domestic
1
2500
2500
1
2500
2500
4948-S
Villas At Robinson Oaks
4948
1/22/2014
1160 If of 8"
Long Creek
Domestic
62
374
22480
12
374
4488
7848-5
Owens Corning
7848
1/31/2014
667 If of 8"
Long Creek
Domestic
1
124000
124000
1
124000
124000
8090-5
Oakhill Lane Sewer
Extension
8090
7/31/2014
372 If of 8"
Long Creek
Domestic
4
360
1440
0
360
0
8091-S
Winterlake Drive Sewer
Extension
8091
7/31/2014
380 If of 8"
Long Creek
Domestic
3
360
1080
0
360
0
8092-S
American & Efird Sewer
Line Upgrade
8092
8/13/2014
227 If of 8"
private sewer
Crowders
Creek
Industrial
1
23000
23000
0
23000
0
7640-S
Villages At Cramerton Mills -
Ph 1
7640
10/27/2014
4515' of 8"
Eagle
Domestic
75
416
31200
0
416
0
7721-S
Bethesda Oaks Ph 3 - 2013
7721
1/6/2015
4408' of 8"
Long Creek
Domestic
84
480
40320
0
480
0
8189-S
Woodbriar Trail Sewer
Extension
8189
1/26/2015
420' of 8"
Long Creek
Domestic
4
360
1440
0
360
0
8205-S
Villages At Cramerton Mills
Ph 1E
8205
4/9/2015
1012' of 8"
Eagle
Domestic
8
1228
9828
0
1228
0
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: July 2016
Page 3014

PERMIT #
PROJECT
ANP #
ISSUE DATE
DESCRIPTION
WWTP
WASTE TYPE
"DESIGN" FLOW; CALCULATIONS
ESTIMATED FLOW (JUNE 30, 2016)
,,(# LOTS)
_ (gpd/unit)
DESIGN FLOW
`(GPd)
" (# COS)
- (gpd/unit)
FLOW (gpd)
8174-5
Harris Teeter
8174
5/26/2015
718' of 8"
Long Creek
Domestic
1
7317
7317
0
7317
0
8359-S
MR Office Building
8359
10/12/2015
179' of 8"
Long Creek
Domestic
1
275
275
0
275
0
8338-S
Catawba Hills Ph 4
8338
1/6/2016
1,835' of 8"
Long Creek
Domestic
38
360
13680
0
360
0
8469-S
Catawba Hills Village D
Townhomes
8469
1/21/2016
905' of 8"
Long Creek
Domestic
41
360
14760
27
360
9720
8283-5
Gaston College - Center For
Advanced Manufacturing
8283
5/10/2016
11 If of 8"
Long Creek
Domestic
1
9000
9000
0
9000
0
MUNICIPAL SEWER CONTRACT SUMMARY
,. CITY/TOWN
- WWTP.
CONTRACT
MAX'-`
(gpd)-.
JAN-JUNE 2016
ADF
-`(gpd)
City of Bessemer City :
Oates Road
Crowders
Creek
1,000,000
501,932
City of Bessemer City :
Abernethy Creek
Crowders
Creek
608,333
474,828
Town of Clover
Crowders
Creek
620,000
709,656
City of High Shoals
Long Creek
100,000
32,813
City of Kings Mountain
Crowders
Creek
1,000,000
22,844
Town of Ranlo
Long Creek
400,000
326,082
City of Lowell
Long Creek
N/A
52,445
City of Belmont
Eagle Road
280,000
73,606
Dallas -Spencer Mountain
Village
Long Creek
N/A
30,227
Town of Stanley
Long Creek
1,000,000
134,358
Long Creek WWTP:
Crowders Creek WWTP:
Eagle Road WWTP:
"CONTRACT"
FLOW
(MGD)
JiyitAy
1P2006"Jdne130
"CONNECTED"
FLOW
(MGD)
4119
FLOW
"NOT YET
TRIBUTARY"
(MGD)
"DESIGN"
FLOW (MGD)
1.5
1.7
1.5
1.7
3.2
0.2
1.8
1.6
0.3
0.2
0.1
0.4
Long Creek WWTP
Crowders Creek WWTP
Eagle Road WWTP
Permit # NC0020184
Permit # NC0074268
Permit # NC0006033
Permitted Flow: 16.0 MGD
Permitted Flow: 6.0 MGD
Permitted Flow: 4.0 MGD
JAN-JUNE 2016 ADF: 6.9 MGD
JAN-JUNE 2016 ADF: 2.6 MGD
JAN-JUNE 2016 ADF: 0.741 MGD
,lc --- -.
- e" 'io'» i. 6%.37.011
rjerinlilfted In . ep iA
*Permitted Flow Used = (ADF +"Flow Not Yet Tributary') / WWTP Permitted Flow
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: July2016
Page 4 of 4

NC
Great Place. Great People. Great Promise.
Engineering Department
P.O. Box 1748 • Gastonia, NC 28053-1748 • Phone: [phone] •
www.cityofgastonia.com
March 17, 2016
Ms. Dee Browder
NCDENR
Division of Water Quality
610 E. Center Avenue; Suite 301
Mooresville, NC 28115
RECEIVED/NCDENP,/DWR
MAR 2 1 2016
WOROS
MOORESVILLE REGIONAL OFFICE
Fax: [phone]
Subject: City of Gastonia
Local Sewer Permit Program —Flow Tracking Report
Dear Ms. Browder:
In reference to above, please find attached the following documents:
• Form FTSE-10/07: Long Creek Wastewater Treatment Plant
• Form FTSE-10/07: Crowder's Creek Wastewater Treatment Plant
• Form FTSE-10/07: Eagle Road Wastewater Treatment Plant
• Sewer Usage Spreadsheet as of January 1, 2016
If you have any questions or need additional information, please contact me at
[phone].
Sincerely,
Jamie Johnson
Land Development
Cc: Rusty Bost, City Engineer
Tucker Johnson, Assistant City Engineer
Matt Bernhardt, Director of Public Works and Utilities

W ATF9 State of North Carolina
OQG Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name:
Project Name for which flow is being requested:
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Long Creek WWTP
b. WWTP Facility Penult #: NC0020184
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
16.0 MGD
1.1 MGD
6.6 MGD
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD
(Filln/Design)
Approx. Current Avg.
Daily Flow, MGD
III. Certification Statement:
1, 3 .m i e `J a An so n , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
accepta of this watew ter flow.
U �.,_ 3 -/2 /G
Signing fficial Suture Date

O
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name:
Project Name for which flow is being requested:
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Crowder's Creek WWTP
b. WWTP Facility Peiiuit #: NC0074268
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
6.O MGD
1.8 MGD
2.6 MGD
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD
(Firm/Design)
Approx. Current Avg.
Daily Flow, MGD
III. Certification Statement:
I, 'T To.. m 1 e. --Si; 4n 5O , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
accep nce of this wastewater flow.
3
Signi Official Si nature Date

OFF T State of North Carolina
406 Department of Environment and Natural Resources
r Division of Water Quality
. - Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name:
Project Name for which flow is being requested:
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Eagle Road WWTP
b. WWTP Facility Permit #: NC0006033
c. WWTP facility's peituitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
4.0 MGD
0.4 MGD
0.725 MGD
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
III. Certification Statement:
I, tea.,,, r c —1-0 A n so . , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptanc f this waste yaterAflow.
Signing l Sign ure
Date

SANITARY SEWER USAGE REPORT
CITY OF GASTONIA, NORTH CAROLINA
January 1, 2016
.J PEWS
',�t,r
T PROJECT"'"'AIP
# .
�•t`
ISSUDATE
.'DESIGN"
DESCRIPTION
-
WASTE TYPE
F„kOW CALCULATIONSA„„„ =
tESTIMATED FLOW (DECEMBER 31,'.2015).
(# LOTS),,
(9Ptl/unit)
DESIGN,FLOW
- .°,s"
' "- rc "'�"
#COS
( )
:"+r'*•
- tl/unit°
(9p )
FLOW (9pd)w
"
0106343-S
Rosegate Phs. 2
4505
1/10/2006
1898 LF-8"
-Long Creek
Domestic
36
36D
12960
35
360
12600
0106344-S
Catawba Hills 3
4422
1/11/2006
1602 LF-8"
Long Creek
Domestic
48
360
17280
48
360
17280
0206345-S
Town of Clover Monitoring
Facility .
4635
2/14/2006
230 LF-15"
Crowders
Creek
Domestic
0
0
D
0
0
0
0206346-S
Bethesda Oaks Phase I
4562
2/20/2006
5603 LF-8"
Long Creek
Domestic
26
480
12480
26
480
12480
0206347-S
Glyncastle
4442
2/24/2006
1600 LF-8"
Long Creek
Domestic
33 -
360
11880
33
360
11880
0306348-S
3001 Titman Road
4640
3/21/2006
65 LF-8"
Long Creek
Domestic
1
360
360
1
360
360
0306349-S
The Village at The Mountain
4475
6/7/2006
2418 LF of 8" 16
MH's
Long Creek
Domestic
78
360
28080
10
360
3600
0606351-S
The Village at Parkside
4198
6/30/2006
8053 Lf - 8"
Crowders
Creek
Domestic
228
360
82280
79
360
28440
0706352-S
Village at 5th Avenue
4583
7/7/2006
5349 LF of 8"
Long Creek
Domestic
142
400
56800
76
400
30400
0606350-S
Ferguson Subdivision
Sewer Extension
4498
7/13/2006
366 LF - 8", 1
MH
Crowders
Creek
Domestic
5
360
1800
1
360
360
0706353-S
Wren Turnpike Wholesales
4558
7/18/2006
305 LF of 8"
Long Creek
Domestic
4
119
475
2
119
238
0706354-S
Carmax
4594
7/26/2006
695 If of 12".
798 If of 8" and
9 manholes
Long Creek
Domestic
D
0
0
0
0
0
0706356-S
Cramer Woods Phs 3
4588
8/3/2006
10,457 LF of 8"
Long Creek
Domestic
139
360
50040
117
360
42120
0706355-S
Spencer Mountain Village
Phs 1
4351
8/7/2006
12,868 LF of 8"
Long Creek
Domestic
254
360
91440
SOS
360
36360
0806357-S
Shops at Franklin Square
4665
8/15/2006
1590 LF of 8"
Long Creek
Domestic
10
1614
16140
6
1614
9684
0806358-S
Susan Farms Sewer
Petition Phs 1&2 (COG)
5611
8/15/2006
3051 If of 8"
Long Creek
' Domestic
32
290
9300
16
290
4640
1006361-S
Woodleigh Subdivision
4637
10/11/2006
234 LF of 8"
Long Creek
Domestic
2
375
750
1
375
375
1106362-S
Catawba Hills Subdivision
Village D — Townhomes
4352
11/9/2006
2221 LF of 8"
Long Creek
Domestic
72
360
25920
26
360
9360
1106363-S
Club Ridge Subdivision
4712
11/17/2006
1738 LF of 8"
Long Creek
Domestic
18
360
6480
4
360
1440
1106364-5
Bethesda Oaks Phs. 2
4641
11/21/2006
6409 LF of 8"
Long Creek
Domestic
148
480
71040
131
480
62880
1106365-S
New Hope Elementary SS
Extension
4764
11/28/2006
160 LF of.8"
Long Creek
Domestic
1
6816
6816
1
6816
6816
0906360-S
Windsong Drive, Denise Dr.
& Sugar Ln (COG)
5614
12/15/2006
1665 LF of 8"
Long Creek
Domestic
18
370
6660
18
370
6660
0107366-S
Willow Creek Subdivision
Phs 2
4536
1/5/2007
6572 LF of 8"
Long Creek
Domestic
192
360
69120
192
360
69120
0307367-S
New Hope Crossing
4740
3/6/2007
1613 LF of 8"
Long Creek
Domestic
6
1035
6210
6
1035
6210
0307369-S
Value Place
4739
3/16/2007
115 LF of 8"
Long Creek
Domestic
1
7338
7338
1
7338
7338
0307368-S
Kinmere Farms
4652
3/20/2007
4781 LF of 8"
Long Creek
Domestic
80
360
28800
78
360
28080
0407370-S
Apple Creek Village — Off
Site
4677
4/26/2007
1553 LF of 16"
Long Creek
Domestic
0
0
0
0
0
0
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: January 2016
Page 1 of 4

Love, Barry F
From: Johnson, Jamie <[e-mail]>
Sent: Wednesday, April 06, 2016 3:52 PM
To: Gore, Deborah
Cc: Leggett, Michael; Parker, Michael; Love, Barry F
Subject: City of Gastonia Quarterly Report
Attachments: Quarterly Reports Jan -Mar 2016.doc; Jan -Mar 16_SS report.pdf
Good afternoon,
Please find attached the January 2016 — March 2016 quarterly reports for. the City of Gastonia's local sewer
permit program. If you have any questions or need additional information, please do not hesitate to contact me.
Thank you.
Jamie Johnson
Engineering Department
City of Gastonia
PO Box 1748
Gastonia, NC 28o53
704-866-6789 Fax: [phone]
[e-mail]
i

Great Place. Great People. Great Promise.
Engineering Standards
P.O. Box 1748 • Gastonia, NC 28053-1748 • Phone: [phone] • Fax: [phone]
www.cityofgastonia.com
April 6, 2016
Deborah Gore
NCDENR
Division of Water Quality
Pretreatment, Emergency Response & Collection Systems Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
SUBJECT: CITY OF GASTONIA LOCAL SEWER PERMIT PROGRAM
Dear Ms. Gore:
In reference to above, attached are the Quarterly Permit Reports for the permits received during the
period January 2016 through March 2016 for the city's treatment plants.
If you have any questions or need additional information, please call me at [phone].
Sincerely,
Jamie Johnson
Land Development Project Manager

Love, Barry F
From: Johnson, Jamie <[e-mail]>
Sent: Thursday, February 25, 2016 11:47 AM
To: Gore, Deborah
Cc: Leggett, Michael; Parker, Michael; Love, Barry F
Subject: City of Gastonia Quarterly Report
Attachments: Quarterly Reports_Oct-Dec 2015.doc; Oct -Dec 15_SS report.pdf
Good morning,
Please fmd attached the October 2015 — December 2015 quarterly reports for the City of Gastonia's local sewer
permit program. If you have any questions or need additional information, please do not hesitate to contact me.
Thank you.
Jamie Johnson
Engineering Department
City of Gastonia
PO Box 1748
Gastonia, NC 28o53
704-866-6789 Fax:[phone]
[e-mail]
1

ASTONI NC
Great Place. Great People. Great Promise.
Engineering Standards
P.O. Box 1748 • Gastonia, NC 28053-1748 • Phone: [phone] • Fax: [phone]
www.cityofgastonia.com
February 25, 2016
Deborah Gore
NCDENR
Division of Water Quality
Pretreatment, Emergency Response & Collection Systems Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
SUBJECT: CITY OF GASTONIA LOCAL SEWER PERMIT PROGRAM
Dear Ms. Gore:
In reference to above, attached are the Quarterly Permit Reports for the permits received during the
period October 2015 through December 2015 for the city's treatment plants.
If you have any questions or need additional information, please call me at [phone].
Sincerely,
Jamie Johnson
Land Development Project Manager

North Carolina
Division of Water Quality
PERCS Unit
Quarterly Permit Report
Delegated Municipality: City of Gastonia
Year: 2015 Quarter: October - December
Permit Date Design Flow Type of Treatment Plant Current
Number Issued Permittee Project Description (gpd) Waste NPDES No. Status
8359-S 10/12/2015 MR Office Building 179 If of 8" 275 Domestic LONG CREEK: NC0020184 Design Complete
Total GPD this Qtr.: 275
r
Submit to NCDENR, Division of Water Quality, PERCS Unit,1617 Mail Service Center, Raleigh, NC 27699-1617 and your regional Division of Water Quality office. No copies of permits or plans
are necessary.
2/25/2016

ASTONIIA
Great Place. Great People. Great Promise.
Engineering Standards
P.O. Box 1748 • Gastonia, NC 28053-1748 • Phone: [phone] • Fax: [phone]
www.cityofgastonia.com
October 6, 2015
Deborah Gore
NCDENR
Division of Water Quality
Pretreatment, Emergency Response & Collection Systems Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
SUBJECT: CITY OF GASTONIA LOCAL SEWER PERMIT PROGRAM
Dear Ms. Gore:
In reference to above, attached are the Quarterly Permit Reports for the permits received during the
period April 2015 through June 2015 for the city's treatment plants.
If you have any questions or need additional information, please call me at [phone].
Sincerely,
Jamie Johnson
Land Development Project Manager

ASTONIA
Great Place. Great People. Great Promise.
Engineering Standards
P.O. Box 1748 • Gastonia, NC 28053-1748 • Phone: [phone] • Fax: [phone]
www.cityofgastonia.com
October 6, 2015
Deborah Gore
NCDENR
Division of Water Quality
Pretreatment, Emergency Response & Collection Systems Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
SUBJECT: CITY OF GASTONIA LOCAL SEWER PERMIT PROGRAM
Dear Ms. Gore:
In reference to above, there were no sewer permits issued during the period July 2015 through
September 2015 for the city's treatment plants.
If you have any questions or need additional information, please call me at [phone].
Sincerely,
Jamie Johnson
Land Development Project Manager

North Carolina
Division of Water Quality
PERCS Unit
Quarterly Permit Report
Delegated Municipality: City of Gastonia
Year: 2015 Quarter: April - June
Permit Date Design Flow Type of Treatment Plant Current
Number Issued Permittee Project Description (gpd) Waste NPDES No. Status
8205-S 4/9/2015 . Villages At Cramerton Mills Ph 1 E 1,012 If of 8" 9,828 Domestic EAGLE ROAD: NC 0006033 Design Complete
8174-S 5/26/2015 Harris Teeter 718 If of 8" 7,317 Domestic LONG CREEK: NC0020184 Design Complete
Total GPD this Qtr.: 17,145
Submit to NCDENR, Division of Water Quality, PERCS Unit,1617 Mail Service Center, Raleigh, NC 27699-1617 and your regional Division of Water Quality office. No copies of permits or plans
are necessary.
10/6/2015

Great Place. Great People. Great Promise.
Engineering Standards
P.O. Box 1748 • Gastonia, NC 28053-1748 • Phone: [phone] • Fax: [phone]
www.cityofgastonia.com
May 1, 2015
Deborah Gore
NCDENR
Division of Water Quality
Pretreatment, Emergency Response & Collection Systems Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
SUBJECT: CITY OF GASTONIA LOCAL SEWER PERMIT PROGRAM
Dear Ms. Gore:
In reference to above, attached are the Quarterly Permit Reports for the permits received during the
period January 2015 through March 2015 for the city's treatment plants.
If you have any questions or need additional information, please call me at [phone].
Sincerely,
Jamie Johnson
Civil Engineer I

North Carolina
Division of Water Quality
PERCS Unit
Quarterly Permit Report
Delegated Municipality: City of Gastonia
Year: 2015 Quarter: January - March
Permit Date Design Flow Type of Treatment Plant Current
Number Issued Permittee Project Description (gpd) Waste NPDES No. Status
7721-S 1/6/2015 Bethesda Oaks Phase 3 4,408 If of 8" 40,320 Domestic LONG CREEK: NC0020184 Design Complete
8189-S 1/26/2015 Woodbriar Trail 263 If of 8" 1,440 Domestic LONG CREEK: NC0020184 Design Complete
Total GPD this Qtr.: 41,760
Submit to NCDENR, Division of Water Quality, PERCS Unit,1617 Mail Service Center, Raleigh, NC 27699-1617 and your regional Division of Water Quality office. No copies of permits or plans
are necessary.
5/1/2015

I+
ASTONIA
Great Place. Great People. Great Promise.
Engineering Standards
RECEIVED/NCDENR/DWR
MAR I92015
WQROS
MOORESVILLE REGIONAL OFFICE
P.O. Box 1748 ° Gastonia, NC 28053-1748 • Phone: [phone] • Fax: [phone]
www.cityofgastonia.com
March 13, 2015
Ms. Dee Browder
NCDENR
Division of Water Quality
610 E. Center Avenue; Suite 301
Mooresville, NC 28115
Subject: City of Gastonia
Local Sewer Permit Program —Flow Tracking Report
Dear Ms. Browder:
In reference to above, please find attached the following documents:
• Form FTSE-10/07: Long Creek Wastewater Treatment Plant
• Form FTSE-10/07: Crowder's Creek Wastewater Treatment Plant
• Form FTSE-10/07: Eagle Road Wastewater Treatment Plant
• Sewer Usage Spreadsheet as of January 1, 2015
If you have any questions or need additional information, please contact me at
[phone].
Sincerely,
Jamie Johnson
Land Development
Cc: Rusty Bost, City Engineer
Thorne A. Martin, Assistant City Engineer
Matt Bernhardt, Director of Public Works and Utilities

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name:
Project Name for which flow is being requested:
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
RECEIVED/NCDENR/DWR
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Long Creek WWTP
b. WWTP Facility Permit #: NC0020184
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
MAR 1 9 2015
WQROS
MOORESVILLE REGIONAL OFFICE
All flows are in MGD
16.0 MGD
1.2 MGD
7.0 MGD
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD
(Firm/Design)
Approx. Current Avg.
Daily Flow, MGD
III. Certification Statement:
I, ' JGan i ,e, J 4 n sail , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptange\of this wast ater j ow.
91
3.- /3-/S
Signing Ificial Sign re Date

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name:
Project Name for which flow is being requested:
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
RECEIVE D/N CD E N R/DWR
a. WWTP Facility Name: Crowder's Creek WWTP
b. WWTP Facility Permit #: NC0074268
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of peitiiitted flow used
MAR 1 9 2015
p�s
All flay F2EGIONAL OFFICE
6.0 MGD
1.8 MGD
2.5 MGD
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD
(Film/Design)
Approx. Current Avg.
Daily Flow, MGD
III. Certification Statement:
I, Jrr, i o%, o sort , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptan of this wastewer fl.w.
Signing, ficial Signat
v_/3-/S
Date

pump stations along the route of the proposed wastewater flow.
��F9 State of North Carolina
QG Department of Environment and Natural Resources
7r Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name:
Project Name for which flow is being requested:
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
RECEIVED/NCDEN R/DW R
I. Complete this section only if you are the owner of the wastewater treatment plant. MAR i 9 2015
a. WWTP Facility Name: Eagle Road WWTP
b. WWTP Facility Permit #: NC0006033
c. WWTP facility's peiiuitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
WQROS
MOORESVILLE REGIONAL OFFICE
All flows are in MGD
4.0 MGD
0.4 MGD
0.5 MGD
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD
(Finn/Design)
Approx. Current Avg.
Daily Flow, MGD
III. Certification Statement:
I, J e, /r, i e j o An 5-0 , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptant of this wastatet` ow.
� Jl.(,iyvt c;e 3 -- / 3 — /5
Signing,Official Signore Date

SANITARY SEWER USAGE REPORT
CITY OF GASTONIA, NORTH CAROLINA
December 31, 2014
PERMIT # '' ,
'', PROJECT ,', -,
' MP #
ISSUE DATE
ri,'",DESORIpTION'"
' "r _WW,TP "."
WASTE TYPE
"DESIGN" FLOW CALCULATIONS i'L.
= -or ESTIMATED FLOW DEC 31;2014) ,
'(,„ LOTS) ,
. (gpiiiii;,,,t) -
'OEfiN(qpdF),L,OW
, i".8(A)'
it
..':' (6Pdlun'it)', S'
ci
FLOW (thi"
0106343-S
Rosegate Phs. 2
4505
1/10/2006
1898 LF-8"
Long Creek
Domestic
36
360
12960
33
360
11880
0106344-S
Catawba Hills 3
4422
1/11/2006
1602 LF-8"
Long Creek
Domestic
48
360
17280
47
360
16920
0206345-S
Town of Clover Monitoring
Facility
4635
2/14/2006
230 LF-15"
Crowders
Creek
Domestic
0
0
0
0
0
0
0206346-S
Bethesda Oaks Phase I
4562
2/20/2006
5603 LF-8"
Long Creek
Domestic
26
480
12480
26
480
12480
0206347-S
Glyncastle
4442
2/24/2006
1600 LF-8"
Long Creek
Domestic
33
360
11880
33
360
11880
0306348-S
3001 Titman Road
4640
3/21/2006
65 LF-8"
Long Creek
Domestic
1
360
360
1
360
360
0306349-S
The Village at The
Mountain
4475
6/7/2006
2418 LF of 8" 16
MH's
Long Creek
Domestic
78
360
28080
10
360
3600
0606351-S
The Village at Parkside
4198
6/30/2006
8053 Lf - 8"
Crowders
Creek
Domestic
228
360
82280
57
360
20520
0706352-S
Village at 5th Avenue
4583
7/7/2006
5349 LF of 8"
Long Creek
Domestic
142
400
56800
59
400
23600
0606350-S
Ferguson Subdivision
Sewer Extension
4498
7/13/2006
366 LF - 8", 1
MH
Crowders
Creek
Domestic
5
360
1800
1
360
360
0706353-S
Wren Turnpike Wholesales
4558
7/18/2006
305 LF of 8"
Long Creek
Domestic
4
119
475
2
119
238
0706354-S
Carmax
4594
7/26/2006
695 If of 12".
798 If of 8" and
9 manholes
Long Creek
Domestic
0
0
0
0
0
0
0706356-S
Cramer Woods Phs 3
4588
8/3/2006
10,457 LF of 8"
Long Creek
Domestic
139
360
50040
108
360
38880
0706355-S
Spencer Mountain Village
Phs 1
4351
8/7/2006
12,868 LF of 8"
Long Creek
Domestic
254
360
91440
100
360
36000
0806357-S
Shops at Franklin Square
4665
8/15/2006
1590 LF of 8"
Long Creek
Domestic
10
1614
16140
6
1614
9684
0806358-S
Susan Farms Sewer
Petition Phs 1&2 (COG)
5611
8/15/2006
3051 If of 8"
Long Creek
Domestic
32
290
9300
16
290
4640
1006361-S
Woodleigh Subdivision
4637
10/11/2006
234 LF of 8"
Long Creek
Domestic
2
375
750
1
375
375
1106362-S
Catawba Hills Subdivision
Village D - Townhomes
4352
11/9/2006
2221 LF of 8"
Long Creek
Domestic
72
360
25920
13
360
4680
1106363-S
Club Ridge Subdivision
4712
11/17/2006
1738 LF of 8"
Long Creek
Domestic
18
360
6480
1
360
360
1106364-S
Bethesda Oaks Phs. 2
4641
11/21/2006
6409 LF of 8"
Long Creek
Domestic
148
480
71040
131
480
62880
1106365-S
New Hope Elementary SS
Extension
4764
11/28/2006
160 LF of 8"
Long Creek
Domestic
1
6816
6816
1
6816
6816
0906360-S
Windsong Drive, Denise Dr.
& Sugar Ln (COG)
5614
12/15/2006
1665 LF of 8"
Long Creek
Domestic
18
370
6650
18
370
6650
0107366-S
Willow Creek Subdivision
Phs 2
4536
1/5/2007
6572 LF of 8"
Long Creek
Domestic
192
360
69120
192
360
69120
0307367-S
New Hope Crossing
4740
3/6/2007
1613 LF of 8"
Long Creek
Domestic
6
1035
6207
6
1035
6210
0307369-S
Value Place
4739
3/16/2007
115 LF of 8"
Long Creek
Domestic
1
7338
7338
1
7338
7338
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: December 2014
Page 1014

-
PERMIT #
PROJECT
AIP #
ISSUE DATE
-
DESCRIPTION
WWTP
WASTE TYPE
"DESIGN" FLOW CALCULATIONS -.
ESTIMATED FLOW DEC 31, 2014)
<; (it LOTS)
(gpolunit)
DESIGN FLOW
; (#CO'S)...:
,, (gpd/unit)
FLOW(gpd),
0307368-S
Kinmere Farms
4652
3/20/2007
4781 LF of 8"
Long Creek
Domestic
80
360
28800
78
360
28080
0407370-S
Apple Creek Village - Off
Site
4677
4/26/2007
1553 LF of 16"
Long Creek
Domestic
0
0
0
0
0
0
0507371-S
Woodbriar Trail (COG)
5616
5/22/2007
1133 LF of 8"
Crowders
Creek
Domestic
14
300
4200
14
300
4200
0507372-S
The Summit at Court Drive
Phs 3
4765
5/24/2007
174 LF of 2"
200 LF of 8"
Long Creek
Domestic
1
5000
5000
1
5000
5000
0707373-S
Apple Creek Village
4543
7/26/2007
9632 LF of 8"
227 LF of 16
Long Creek
Domestic
291
360
104760
0
360
0
0707374-S
Crowders View Phase II
4854
7/27/2007
2281 LF of 8"
Crowders
Creek
Domestic
58
360
20880
10
360
3600
0807375-S
Howe Sewer Extension
4849
8/2/2007
48 LF of 8"
Crowders
Creek
Domestic
1
600
600
1
600
600
1007376-S
Villas at Applecreek
4802
10/30/2007
3488 LF of 8"
Long Creek
Domestic
89
360
32040
0
360
0
1107377-S
Gaston Crossing
4947
11/16/2007
519 LF of 8"
Long Creek
Domestic
5
4802
24008
2
4802
9604
1107378-S
Queens Road Sewer Rehab
Phase 1 (COG)
5617
11/29/2007
2391 LF of 8"
Crowders
Creek
Domestic
32
300
9600
32
300
9600
1207379-S
Robinson Oaks Villas
(outfall)
5012
12/6/2007
1810 LF of 8"
Long Creek
Domestic
0
0
0
0
0
0
0208380-S
Bethlehem Baptist Church
4934
2/5/2008
1612 LF OF 8"
Long Creek
Domestic
2
6250
12500
2
6250
12500
0208381-S
Reserve at Catawba Creek
4675
2/6/2008
2996 LF OF 8"
1382 LF OF 6"
Long Creek
Domestic
127
405
51435
55
405
22275
0208382-S
Rosegate Phase 3
4676
2/8/2008
3885 LF OF 8"
Long Creek
Domestic
81
360
29160
0
360
0
0308384-S
Winterlake Drive SS
Extension
4984
3/27/2008
1286 LF OF 8"
Long Creek
Domestic
8
360
2880
8
360
2880
0308383-S
City of Gastonia Clouse
Street SS
5623
3/27/2008
75 LF OF 8"
Long Creek
Domestic
1
300
300
1
300
300
0608385-S
Gastonia Technology Park
4668
6/6/2008
593 LF OF 8"
Long Creek
Domestic
4
1581
6324
1
1581
1581
0608386-S
Spencer Mountain Village
PH 2&3
4726
6/9/2008
9344 LF OF 8"
Long Creek
Domestic
227
360
81720
11
360
3960
0608387-S
Gaston Mall
5032
6/17/2008
682 LF OF 8"
140 LF OF 18"
Long Creek
Domestic
4
400
1600
4
400
1600
0708388-S
Bayview Pump Station
Abandonment
5628
7/14/2008
78 LF OF 8"
Long Creek
Domestic
0
0
0
0
0
0
0708389-S
Mill Creek Apartments
Phase 3
5107
7/16/2008
755 LF OF 8"
Long Creek
Domestic
4
3120
12480
4
3120
12480
5097-S
Evergreen Landing
Apartments
5097
11/7/2008
728 LF of 8"
Long Creek
Domestic
4
4890
19560
4
4890
19560
5241-S
Fresenius Medical Care
5241
12/22/2008
165 LF of 8"
Crowders
Creek
Domestic
1
2000
2000
1
2000
2000
5743-S
Ridge MIS Community /
Nina Dawn Sewer
5743
1/30/2009
8557 LF of 8"
Crowders
Creek
Domestic
74
300
22200
57
300
17100
5780-S
Queens Road Sewer Rehab
Phase 3 (COG)
5780
2/23/2009
6470 LF of 8"
Crowders
Creek
Domestic
92
350
32200
92
350
32200
5786-S
NCDOT 274 Widening
Utility Relocation Project
5786
2/25/2009
492 LF of 8"
Long Creek
Domestic
0
0
0
0
0
0
5926-S
West Davidson Bridge
Replacement
5726
7/24/2009
320 LF of 8"
Long Creek
Domestic
0
0
0
0
0
0
5739-S
NCDOT Gaston County
Maintenance Yard
5739
11/5/2009
1231 LF of 8"
Long Creek
Domestic
1
2000
2000
1
2000
2000
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: December 2014
Page 2 of4

PERMIT #
PROJECT
', "
AIP #
,
ISSUE DATE
, ..
DESCRIPTION
.. , .
WWTP'
WASTE TYPE
, ...
"DESIGN" FLOW .CALCULATIONS .
ESTIMATED FLOW ,DEC 31,-2014)'
4 (# LOTS) • -
(gpd/unit)ond)
DESIGN FLOW
(# CO'S)
(gpdiunit)
FLOW (gpd)
6467-S
O'Reilly Auto Parts
6467
1/28/2010
218 If of 8" pvc
Long Creek
Domestic
2
2000
4000
1
2000
2000
6468-S
Summit Crossing Phase III
6468
4/1/2010
657 If of 8"
Long Creek
Domestic
3
6520
19560
1
6520
6520
6957-S
Rolling Meadows Drive SS
Extension
6957
8/23/2010
731 If of 8"
Long Creek
Domestic
3
350
1050
0
350
0
6953-S
Tech Park Sewer
Improvements
6953
11/18/2010
6397 If of 12" dip
Long Creek
Domestic
2
65000
130000
1
65000
65000
7054-S
Robinson Heights
Subdivision
7054
12/15/2010
1766 If of 8"
Crowders
Creek
Domestic
19
300
5700
15
300
4500
6982-S
DRJ Holdings Property
6982
1/20/2011
338 If of 8"
Long Creek
Domestic
1
1600
1600
1
1600
1600
7056-S
Pearson Properties--
Hoffman Road
7056
3/4/2011
585 If of 8"
Long Creek
Domestic
1
1500
1500
1
1500
1500
7024-S
Bordeaux Apartments
7024
3/8/2011
58 If of 8"
Long Creek
Domestic
33
350
11550
33
350
11550
7177-S
Roberts Family Ventures
7177
6/15/2011
112 If of 8"
Long Creek
Domestic
1
500
500
1
500
500
5922-S
Ballantyne Apartments
5922
6/21/2011
1795 If of 8"
Crowders
Creek
Domestic
241
237
57120
241
237
57120
6725-S
Gaston Mall
Redevelopment (Target)
6725
8/16/2011
681 If of 8"
Long Creek
Domestic
1
2000
2000
1
2000
2000
7384-S
CTL Packaging USA
7384
5/7/2012
489 If of 8"
1107 If of 10"
Long Creek
Domestic
1
1200
1200
1
1200
1200
7488-S
Dollar General Outfall
7488
7/3/2012
681 If of 8"
Long Creek
Domestic
1
910
910
1
910
910
7605-S
South Fork Catawba
Regional Imp. (Fair St.)
7605
11/20/2012
2682 If of 8"
Long Creek
Domestic
1
52470
52470
0
52470
0
7606-S
South Fork Catawba
Regional Imp.(Kings Grant)
7606
11/20/2012
266 If of 8"
Eagle
Domestic
1
64440
64440
0
64440
0
7543-S
Rosegate Phase 3 A/B
7543
11/29/2012
995 If of 8"
Long Creek
Domestic
19
360
360
12
360
4320
7582-S
Daimler
7582
12/21/2012
316 If of 8"
Long Creek
Domestic
1
2500
2500
1
2500
2500
4698-S
Kinmere Village
4698
2/28/2013
7139 If of 8"
Long Creek
Domestic
111
360
39960
22
360
7920
7616-S
West Congregation of
Johovah's Witness
7616
4/9/2013
3841f of 8"
Crowders
Creek
Domestic
1
8000
8000
1
8000
8000
7457-S
South Fork Village
Apartments
7457
4/17/2013
2490 If of 8",
870 If 6" FM, 1
Pmmn SI-at-inn
Eagle
Domestic
352
274
96360
0
274
0
7710-S
Long Creek Apartments
7710
5/6/2013
1474 If of 8"
Long Creek
Domestic
103
300
30890
0
300
0
7615-S
Rosegate Phase 3 C/D/E
7615
5/30/2013
3032 If of 8"
Long Creek
Domestic
55
449
24720
6
449
2694
7467-S
Kinmere Commons
7467
6/4/2013
1977 If of 8"
Long Creek
Domestic
104
360
37440
17
360
6120
7720-S
Robinson Oaks 2013
7720
9/6/2013
8392' of 8", 44
MH
Long Creek
Domestic
204
120
73440
0
120
0
7746-S
Tractor Supply
7746
9/18/2013
180 If of 8"
Crowders
Creek
Domestic
1
2280
2280
1
2280
0
7785-S
Summit Crossing Phase IV
7785
10/14/2013
427 If of 8"
Long Creek
Domestic
1
2500
2500
1
2500
0
4948-S
Villas At Robinson Oaks
4948
1/22/2014
1160 If of 8"
Long Creek
Domestic
62
374
22480
0
374
0
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: December 2014
Page 3 of 4

PERMIT #
PROJECT
Alp #
ISSUE DATE
DESCRIPTION
WWTP
WASTE TYPE
"DESIGN" FLOW CALCULATIONS
ESTIMATED: FLOW DEC 31, 2014)
(# LOTS)
(gpd/unit)
DESIGN FLOW
(grid)
(# CO'S)
(gpd/unit)
FLOW d)
(9P
7848-S
Owens Corning
7848
1/31/2014
667 If of 8"
Long Creek
Domestic
1
124000
124000
0
124000
0
8090-S
Oakhill Lane Sewer
Extension
8090
7/31/2014
372 If of 8"
Long Creek
Domestic
4
360
1440
0
360
0
8091-S
Winterlake Drive Sewer
Extension
8091
7/31/2014
380 If of 8"
Long Creek
Domestic
3
360
1080
0
360
0
8092-S
American & Efird Sewer
Line Upgrade
8092
8/13/2014
227 If of 8"
private sewer
Crowders
Creek
Industrial
1
23000
23000
0
23000
0
7640-S
Villages At Cramerton Mills
Ph 1
7640
10/27/2014
4515' of 8"
Eagle
Domestic
75
416
31200
0
416
0
MUNICIPAL SEWER CONTRACT SUMMARY
CITY/TOWN
WWTP
CONTRACT
MAX -;
(gpd) `.
JAN-DEC 2014
ADF
- (gpd)`.
City of Bessemer City :
Oates Road
Crowders
Creek
1,000,000
467,522
City of Bessemer City :
Abernethy Creek
Crowders
Creek
608,333
427,956
Town of Clover
Crowders
Creek
620,000
608,321
City of High Shoals
Long Creek
100,000
29,300
City of Kings Mountain
Crowders
Creek
1,000,000
33,499
Town of Ranlo
Long Creek
400,000
217,149
City of Lowell
Long Creek
N/A
50,688
City of Belmont
Eagle Road
280,000
58,756
Dallas - Spencer Mountain
Village
Long Creek
N/A
17,090
Long Creek WWTP:
Crowders Creek WWTP:
Eagle Road WWTP:
"CONTRACT'
FLOW
(MGD)
,rJanuary1
006,iDe:cember3lf2014
"DESIGN"
FLOW (MGD)
'CONNECTED"
FLOW
(MGD)
FLOW
"NOT YET
TRIBUTARY"
(MGD)
0.5
1.5
0.8
1.2
3.2
0.3
1.7
1.8
0.3
0.2
0.1
0.4
Long Creek WWTP
Crowders Creek WWTP
Eagle Road WWTP
Permit# NC0020184
Permit# NC0074268
Permit# NC0006033
Permitted Flow: 16.0 MGD
Permitted Flow: 6.0 MGD
Permitted Flow: 4.0 MGD
JAN-DEC 2014 ADF: 7.0 MGD
JAN-DEC 2014 ADF: 2.5 MGD
JAN-DEC 2014 ADF: 0.5 MGD
e aeu#9 ec 0a
'Permitted Flow Used = (ADF + "Flow Not Yet Tributary") / W WTP Permitted Flow
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: December 2014
Page 4 of 4

--.
ASTONIA
Great Place. Great People. Great Promise.
Engineering Standards
SEP222014
P.O. Box 1748 • Gastonia, NC 28053-1748 • Phone: [phone] • Fax: [phone]
www.cityofgastonia.com
September 17, 2014
Ms. Dee Browder
NCDENR
Division of Water Quality
610 E. Center Avenue; Suite 301
Mooresville, NC 28115
Subject: City of Gastonia
Local Sewer Permit Program —Flow Tracking Report
Dear Ms. Browder:
In reference to above, please find attached the following documents:
• Form FTSE-10/07: Long Creek Wastewater Treatment Plant
• Form FTSE-10/07: Crowder's Creek Wastewater Treatment Plant
• Form FTSE-10/07: Eagle Road Wastewater Treatment Plant
• Sewer Usage Spreadsheet as of July 1, 2014
If you have any questions or need additional information, please contact me at
[phone].
Sincerely,
Jamie Johnson
Land Development
Cc: Rusty Bost, City Engineer
Thorne A. Martin, Assistant City Engineer
Matt Bernhardt, Director of Public Works and Utilities

OF��F9 State of North Carolina
0G Department of Environment and Natural Resources
r Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name:
Project Name for which flow is being requested:
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Long Creek WWTP
b. WWTP Facility Permit #: NC0020184
c. WWTP facility's peiuiitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
16.0 MGD
1.2 MGD
7.5 MGD
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD
(Finn/Design)
Approx. Current Avg.
Daily Flow, MGD
SEP 2 2 2014
III. Certification Statement:
I, ,,, 2 J,J h.1 so.. , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptan e of this was wat r flow.
Signin fcial Si ature Date

1
State of North Carolina
F.,
Department of Environment and Natural Resources
G r Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name:
Project Name for which flow is being requested:
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Crowder's Creek WWTP
b. WWTP Facility Permit #: NC0074268
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Approx. Capacity, MGD Approx. Current Avg.
Pump Station Name (Firm/Design) Daily Flow, MGD
All flows are in MGD
6.0 MGD
1.6 MGD
2.8 MGD
SEP 2 2 2014
Mn
III. Certification Statement:
I, ,�� J f � on , certify that, to the best of my knowledge, the addition oft e
�rt ns
volume of wastewater to be permitted in this project has been
project as not antited cipated to cause ng the route to any capacity
e receiving
wastewater treatment facility and that the flow from p J
the receiving
related sanitary sewer overflows or overburden any downstreamroute
with local
treatment plant under normal circumstances. This analysis has been performed ines to those
established policies and procedures using the best available
wparty.s certification Signature of thplform indicatesms
listed above in Sections I and II for which I am the responsible
accepta .. e of this w• tewa er flow. /jq /j
Date
Signin •/9ff cial Si ( ature
R„ CE..VED
fRfStCN, OF'_ _.+:?_ER QUALITY
SEP 222014
III. Certification Statement:
I, fib..in t e__ -S-04„ Sa" , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
accepta r e of this wa r flow.
9/iih f
Date
OFFICE
Signin Official Si,
ature

et -„
SANITARY SEWER USAGE REPORT
CITY OF GASTONIA, NORTH CAROLINA
January 1, 2016
PERMIT #
PROJECT
AJP #
: ISSUE DATE
„„ .: -
DESCRIPTION
,.
WWTP °'
,, _.:.
WASTE TYPE
"<< "D8SIGN" FLOW CALCULATIONS ,°
ESTIMATED
FLOW (DECEMBER31'2015).
„
(# LOTS) .
(gpd/unit)
DESIGN FLOW
(qPd)
,(#CO'S)
(gPdfunit)
FLOW (gpd)
0106343-S
Rosegate Phs. 2
4505
1/10/2006
1898 LF-8"
Long Creek
Domestic
36
360
1296D
35
360
12600
0106344-S
Catawba Hills 3
4422
1/11/2006
1602 LF-8"
Long Creek
Domestic
48
360
17280
48
360
17280
0206345-S
Town of Clover Monitoring
Facility
4635
2/14/2006
230 LF-15"
Crowders
Creek
Domestic
0
0
0
0
0
0
0206346-S
Bethesda Oaks Phase I
4562
2/20/2006
5603 LF-8"
Long Creek
Domestic
26
480
12480
26
480
12480
0206347-S
Glyncastle
4442
2/24/2006
1600 LF-8"
Long Creek
Domestic
33
360
11880
33
360
11880
0306348-S
3001 Titman Road
4640
3/21/2006
65 LF-8"
Long Creek
Domestic
1
360
360
1
360
360
0306349-S
The Village at The Mountain
4475
6/7/2006
2418 LF of 8" 16
MH's
Long Creek
Domestic
78
360
28080
10
360
3600
0606351-S
The Village at Parkside
4198
6/30/2006
8053 Lf - 8"
Crowders
Creek
Domestic
228
360
82280
79
360
28440
0706352-S
Village at 5th Avenue
4583
7/7/2006
5349 LF of 8"
Long Creek
Domestic
142
400
56800
76
400
30400
0606350-S
Ferguson Subdivision
Sewer Extension
4498
7/13/2006
366 LF - 8", 1
MH
Crowders
Creek
Domestic
5
360
1800
1
360
360
0706353-S
Wren Turnpike Wholesales
4558
7/18/2006
305 LF of 8"
Long Creek
Domestic
4
119
475
2
119
238
0706354-S
Carmax
4594
7/26/2006
695 If of 12".
798 If of 8" and
9 manholes
Long Creek
Domestic
0
0
0
0
0
0
0706356-S
Cramer Woods Phs 3
4588
8/3/2006
10,457 LF of 8"
Long Creek
Domestic
139
360
50040
117
360
42120
0706355-S
Spencer Mountain Village
Phs 1
4351
8/7/2006
12,868 LF of 8"
Long Creek
Domestic
254
360
91440
SOS
360
36360
0806357-S
Shops at Franklin Square
4665
8/15/2006
1590 LF of 8"
Long Creek
Domestic
10
1614
16140
6
1614
9684
0806358-S
Susan Farms Sewer
Petition Phs 1&2 (COG)
5611
8/15/2006
3051 If of 8"
Long Creek
' Domestic
32
290
9300
16
290
4640
1006361-S
Woodleigh Subdivision
4637
10/11/2006
234 LF of 8"
Long Creek
Domestic
2
375
750
1
375
375
1106362-S
Catawba Hills Subdivision
Village D - Townhomes
4352
11/9/2006
2221 LF of 8"
Long Creek
Domestic
72
360
25920
26
360
9360
1106363-S
Club Ridge Subdivision
4712
11/17/2006
1738 LF of 8"
Long Creek
Domestic
18
360
6480
4
360
1440
1106364-S
Bethesda Oaks Phs. 2
4641
11/21/2006
6409 LF of 8"
Long Creek
Domestic
148
480
71040
131
480
62880
1106365-S
New Hope Elementary SS
Extension
4764
11/28/2006
160 LF of.8"
Long Creek
Domestic
1
6816
6816
1
6816
6816
0906360-S
Windsong Drive, Denise Dr.
& Sugar Ln (COG)
5614
12/15/2006
1665 LF of 8"
Long Creek
Domestic
18
370
6660
18
370
6660
0107366-S
Willow Creek Subdivision
Phs 2
4536
1/5/2007
6572 LF of 8"
Long Creek
Domestic
192
360
69120
192
360
69120
0307367-S
New Hope Crossing
4740
3/6/2007
1613 LF of 8"
Long Creek
Domestic
6
1035
6210
6
1035
6210
0307369-S
Value Place
4739
3/16/2007
115 LF of 8"
Long Creek
Domestic
1
7338
7338
1
7338
7338
0307368-S
Kinmere Farms
4652
3/20/2007
4781 LF of 8"
Long Creek
Domestic
80
360
28800
78
360
28080
0407370-S
Apple Creek Village - Off
Site
4677
4/26/2007
1553 LF of 16"
Long Creek
Domestic
0
0
0
0
0
0
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: January 2016
Page 1 of 4

PERMIT #
' PROJECT
A/p $0"
ISSUE DATE
. DESCRIPTION "
INWTP,
IWASTE TYPE
"DESIGN" FLOW CALCULATIONS
ESTIMATED
FLOW (DECEMBER
,, .t) .
31, 2015)
,, ,
,,FLOW (gpcl)
=
DESIGN FLOW
0507371-S
Woodbriar Trail (COG)
5616
5/22/2007
1133 LF of 8"
Crowders
Creek
Domestic
14
300
4200
14
300
4200
0507372-S
The Summit at Court Drive -
Phs 3
4765
5/24/2007
174 LF of 2"
200 LF of 8"
Long Creek
Domestic
1
5000
5000
1
5000
5000
0707373-S
Apple Creek Village
4543
7/26/2007
9632 LF of 8"
227 LF of 16
Long Creek
Domestic
291
360
104760
0
360
0
0707374-S
Crowders View Phase II
4854
7/27/2007
2281 LF of 8"
Crowders
Creek
Domestic
58
360
20880
10
360
3600
0807375-S
Howe Sewer Extension
4849
8/2/2007
48 LF of 8"
Crowders
Creek
Domestic
1
600
600
1
600
600
1007376-S
Villas at Applecreek
4802
10/30/2007
3488 LF of 8"
Long Creek
Domestic
89
360
32040
0
360
0
1107377-S
Gaston Crossing
4947
11/16/2007
519 LF of 8"
Long Creek
Domestic
5
4802
24008
3
4802
14406
1107378-S
Queens Road Sewer Rehab
Phase 1 (COG)
5617
11/29/2007
2391 LF of 8"
Crowders
Creek
Domestic
32
300
9600
32
300
9600
1207379-S
Robinson Oaks Villas
(outfall)
5012
12/6/2007
1810 LF of 8"
Long Creek
Domestic
0
0
0
0
0
0
0208380-S
Bethlehem Baptist Church
4934
2/5/2008
1612 LF OF 8"
Long Creek
Domestic
2
6250
12500
2
6250
12500
0208381-S
Reserve at Catawba Creek
4675
2/6/2008
2996 LF OF 8"
1382 LF OF 6"
Long Creek
Domestic
127
405
51435
124
405
50220
0208382-S
Rosegate Phase 3
4676
2/8/2008
3885 LF OF 8"
Long Creek
Domestic
81
360
29160
0
360
0
0308384-S
Winterlake Drive SS
Extension
4984
3/27/2008
1286 LF OF 8"
Long Creek
Domestic
8
360
2880
8
360
2880
0308383-S
City of Gastonia Clouse
Street SS
5623
3/27/2008
75 LF OF 8"
Long Creek
Domestic
1
300
300
1
300
300
0608385-S
Gastonia Technology Park
4668
6/6/2008
593 LF OF 8"
Long Creek
Domestic
4
1581
6324
1
1581
1581
0608386-S
Spencer Mountain Village
PH 2&3
4726
6/9/2008
9344 LF OF 8"
Long Creek
Domestic
227
360
81720
21
360
7560
0608387-5
Gaston Mall
5032
6/17/2008
682 LF OF 8" 140
LF OF 18"
Long Creek
Domestic
4
400
1600
4
400
1600
0708388-S
Bayview Pump Station
Abandonment
5628
7/14/2008
78 LF OF 8"
Long Creek
Domestic
0
0
0
0
0
0
0708389-S
Mill Creek Apartments
Phase 3
5107
7/16/2008
755 LF OF 8"
Long Creek
Domestic
4
3120
12480
4
3120
12480
5097-S
Evergreen Landing
Apartments
5097
11/7/2008
728 LF of 8"
Long Creek
Domestic
4
4890
19560
4
4890
19560
5241-S
Fresenius Medical Care
5241
12/22/2008
165 LF of 8"
Crowders
Creek
Domestic
1
2000
2000
1
2000
2000
5743-S
Ridge Mill Community /
Nina Dawn Sewer
5743
1/30/2009
8557 LF of 8"
Crowders
Creek
Domestic
74
300
22200
57
300
17100
5780-5
Queens Road Sewer Rehab
Phase 3 (COG)
5780
2/23/2009
6470 LF of 8"
Crowders
Creek
Domestic
92
350
32200
92
350
32200
5786-S
NCDOT 274 Widening
Utility Relocation Project
5786
2/25/2009
492 LF of 8"
Long Creek
Domestic
0
0
0
0
0
0
5926-S
West Davidson Bridge
Replacement
5726
7/24/2009
320 LF of 8"
Long Creek
Domestic
0
0
0
0
0
0
5739-S
NCDOT Gaston County
Maintenance Yard
5739
11/5/2009
1231 LF of 8"
Long Creek
Domestic
1
2000
2000
1
2000
2000
6467-S
O'Reilly Auto Parts
6467
1/28/2010
218 If of 8" pvc
Long Creek
Domestic
2
2000
4000
1
2000
2000
6468-S
Summit Crossing Phase III
6468
4/1/2010
657 If of 8"
Long Creek
Domestic
3
6520
19560
2
6520
13040
6957-S
Rolling Meadows Drive SS
Extension
6957
8/23/2010
731 If of 8"
Long Creek
Domestic
3
350
1050
0
350
0
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: January 2018
Page 2014

PERMIT #
.• a„• :.
," ^ r �. ,#z w. .:ti,, s ,
)" PROJECT�
.. s
xYw,ta:.,"z c$w W.
y "
>''wAi P # "
,• f"=
z ,$c,2'
(€ ISSUE DATE
< % z, ,. c
*oYrs-?nw:1';w;-*w n
' ^sw'"'.. ' . w -
DESCRIPTION '.
n.
. .^
^ '1 ^' �.:
WWTP ,
+,„( e„". ,„.„ g ,
;WASTE TYPE
.w*,41,DESIGN AFLOWx.CALCULATIONS kw,:,=
JESTIMATED?FLOW.t(DECEMBER'31,
2015)"+.
" 'mv..
`z (# LOTS)w
,".'`, :'
(9pdtunit)
..x..k .. rw�
DESIGN.F,LOWfu#"^f
,,,p r 19,N.)
,:t. g
# Co 5 "
.. (a°w v. ),+u:
dlunrt
._ (9P")
"x`�z*'w"7i
r, FL OW.(9Pd)'
WASP.
6953-S
Tech Park Sewer
Improvements
6953
11/18/2010
6397 If of 12" dip
Long Creek
Domestic
2
65000
130000
2
65000
130000
7054-S
Robinson Heights
Subdivision
7054
12/15/2010
1766 If of 8"
Crowders
Creek
Domestic
19
300
5700
15
300
4500
6982-5
DR] Holdings Property
6982
1/20/2011
338 If of 8"
Long Creek
Domestic
1
1600
1600
1
1600
1600
7056-5
Pearson Properties--
Hoffman Road
7056
3/4/2011
585 If of 8"
Long Creek
Domestic
1
1500
1500
1
1500
1500
7024-S
Bordeaux Apartments
7024
3/8/2011
58 If of 8"
Long Creek
Domestic
33
350
11550
33
350
11550
7177-S
Roberts Family Ventures
7177
6/15/2011
112 If of 8"
Long Creek
Domestic
1
500
500
1
500
500
5922-5
Ballantyne Apartments
5922
6/21/2011
1795 If of 8"
Crowders
Creek
Domestic
241
237
57120
241
237
57120
6725-S
Gaston Mall Redevelopment
(Target)
6725
8/16/2011
681 If of 8"
Long Creek
Domestic
1
2000
2000
1
2000
2000
7384-5
CTL Packaging USA
7384
5/7/2012
489 If of 8"
1107 If of 10"
Long Creek
Domestic
1
1200
1200
1
1200
1200
7488-5
Dollar General Outfall
7488
7/3/2012
681 If of 8"
Long Creek
Domestic
1
910
910
1
910
910
7605-S
South Fork Catawba
Regional Imp. (Fair St.)
7605
11/20/2012
2682 If of 8"
Long Creek
Domestic
1
52470
52470
0
52470
0
7606-5
South Fork Catawba
Regional Imp.(Kings Grant)
7606
11/20/2012
266 If of 8"
Eagle
Domestic
1
64440
64440
0
64440
0
7543-5
Rosegate Phase 3 A/B
7543
11/29/2012
995 If of 8"
Long Creek
Domestic
19
360
360
15
360
5400
7582-5
Daimler
7582
12/21/2012
316 If of 8"
Long Creek
Domestic
1
2500
2500
1
2500
2500
4698-S
Kinmere Village
4698
2/28/2013
7139 If of 8"
Long Creek
Domestic
111
360
39960
44
360
15840
7616-S
West Congregation of
Johovah's Witness
7616
4/9/2013
384If of 8"
Crowders
Creek
Domestic
1
8000
8000
1
8000
8000
7457-S
South Fork Village
Apartments
7457
4/17/2013
2490 If of 8",
870 If 6" FM, 1
Pi urn Statinn
Eagle
Domestic
352
274
96360
0
274
0
7710-S
Long Creek Apartments
7710
5/6/2013
1474 If of 8"
Long Creek
Domestic
103
300
30890
0
300
0
7615-S
Rosegate Phase 3 C/D/E
7615
5/30/2013
3032 If of 8"
Long Creek
Domestic
SS
449
24720
12
449
5388
7467-S
Kinmere Commons
7467
6/4/2013
1977 If of 8"
Long Creek
Domestic
104
360
37440
40
360
14400
7720-S
Robinson Oaks 2013
7720
9/6/2013
8392' of 8", 44
MH
Long Creek
Domestic
204
120
73440
0
120
0
7746-5
Tractor Supply
7746
9/18/2013
180 If of 8"
Crowders
Creek
Domestic
1
2280
2280
1
2280
0
7785-5
Summit Crossing Phase IV
7785
10/14/2013
427 If of 8"
Long Creek
Domestic
1
2500
2500
1
2500
2500
4948-5
Villas At Robinson Oaks
4948
1/22/2014
1160 If of 8"
Long Creek
Domestic
62
374
22480
0
374
0
7848-5
Owens Corning
7848
1/31/2014
667 If of 8"
Long Creek
Domestic
1
124000
124000
0
124000
0
8090-5
Oakhill Lane Sewer
Extension
8090
7/31/2014
372 If of 8"
Long Creek
Domestic
4
360
1440
0
360
0
8091-5
Winterlake Drive Sewer
Extension
8091
7/31/2014
380 If of 8"
Long Creek
Domestic
3
360
1080
0
360
- 0
8092-5
American & Efird Sewer
Line Upgrade
8092
8/13/2014
227 If of 8"
private sewer
Crowders
Creek
Industrial
1
23000
23000
0
23000
0
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: January 2016
Page 3 of 4

SANITARY SEWER USAGE REPORT
CITY OF GASTONIA, NORTH CAROLINA
July 1, 2013
PERAIT#
£ $
' PROJECT L
*'
"A/P'# ' #ISSUE
€
DATE
k
DESCRIPTION
,,_
WWTP
WASTE TYPE-
"DESIGN" FLOW CALCULATIONS
ti ESTIMATED FLOW.,(JUNE 30, 2013) "-
(#LOTS} `
t)
,(gpd/unit){xGOS)
DESIGN; FLOW
-
(9Qdldnit)
FLOW (gpd)
0106343-S
Rosegate Phs. 2
4505
1/10/2006
1898 LF-8"
Long Creek
Domestic
36
360
12960
30
360
10800
0106344-S
Catawba Hills 3
4422
1/11/2006
1602 LF-8"
Long Creek
Domestic
48
360
17280
41
360
14760
0206345-S
Town of Clover Monitoring
Facility
4635
2/14/2006
230 LF-15"
Crowders
Creek
Domestic
0
0
0
0
0
0
0206346-S
Bethesda Oaks Phase I
4562
2/20/2006
5603 LF-8"
Long Creek
Domestic
26
480
12480
26
480
12480
0206347-S
Glyncastle
4442
2/24/2006
1600 LF-8"
Long Creek
Domestic
33
360
11880
33
360
11880
0306348-S
3001 Titman Road
4640
3/21/2006
65 LF-8"
Long Creek
Domestic
1
360
360
1
360
360
0306349-S
The Village at The Mountain
4475
6/7/2006
2418 LF of 8" 16
MH's
Long Creek
Domestic
78
360
28080
10
360
3600
0606351-S
The Village at Parkside
4198
6/30/2006
8053 Lf - 8"
Crowders
Creek
Domestic
228
360
82280
35
360
12600
0706352-S
Village at 5th Avenue
4583
7/7/2006
5349 LF of 8"
Long Creek
Domestic
142
400
56800
45
400
18000
0606350-S
Ferguson Subdivision
Sewer Extension
4498
7/13/2006
366 LF - 8", 1 MH
Crowders
Creek
Domestic
5
360
1800
1
360
360
0706353-5
Wren Turnpike Wholesales
4558
7/18/2006
305 LF of 8"
Long Creek
Domestic
4
119
475
2
119
238
0706354-S
Carmax
4594
7/26/2006
695 If of 12". 798
If of 8" and 9
manholes
Long Creek
Domestic
0
0
0
2
0
0
0706356-S
Cramer Woods Phs 3
4588
8/3/2006
10,457 LF of 8"
Long Creek
Domestic
139
360
50040
88
360
31680
0706355-S
Spencer Mountain Village
Phs 1
4351
8/7/2006
12,868 LF of 8"
Long Creek
Domestic
254
360
91440
95
360
34200
0806357-S
Shops at Franklin Square
4665
8/15/2006
1590 LF of 8"
Long Creek
Domestic
10
1614
16140
6
1614
9684
0806358-S
Susan Farms Sewer
Petition Phs 1&2 (COG)
5611
8/15/2006
3051 If of 8"
Long Creek
Domestic
32
290
9300
15
290
4350
1006361-S
Woodleigh Subdivision
4637
10/11/2006
234 LF of 8"
Long Creek
Domestic
2
375
750
1
375
375
1106362-S
Catawba Hills Subdivision
Village D — Townhomes
4352
11/9/2006
2221 LF of 8"
Long Creek
Domestic
72
360
25920
13
360
4680
1106363-S
Club Ridge Subdivision
4712
11/17/2006
1738 LF of 8"
Long Creek
Domestic
18
360
6480
0
360
0
1106364-S
Bethesda Oaks Phs. 2
4641
11/21/2006
6409 LF of 8"
Long Creek
Domestic
148
480
71040
131
480
62880
1106365-S
New Hope Elementary SS
Extension
4764
11/28/2006
160 LF of 8"
Long Creek
Domestic
1
6816
6816
1
6816
6816
0906360-S
Windsong Drive, Denise Dr.
& Sugar Ln (COG)
5614
12/15/2006
1665 LF of 8"
Long Creek
Domestic
18
370
6650
18
370
6650
0107366-S
Willow Creek Subdivision
Phs 2
4536
1/5/2007
6572 LF of 8"
Long Creek
Domestic
192
360
69120
180
360
-
64800
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: July 2013
Page 1 of 4

1
ASTONI
NC
Great Place. Great People. Great Promise.
Engineering Standards
P.O. Box 1748 • Gastonia, NC 28053-1748 • Phone: [phone] •
www.cityofgastonia.com
February 7, 2014
Ms. Dee Browder
NCDENR
Division of Water Quality
610 E. Center Avenue; Suite 301
Mooresville, NC 28115
R7C:. JED.
tE UAL!T`f
MAY 12 2014
MOORESV;LL if'`,.ECAONAL OFFICE
Fax: [phone]
Subject: City of Gastonia
Local Sewer Permit Program —Flow Tracking Report
Dear Ms. Browder:
In reference to above, please find attached the following documents:
• Form FTSE-10/07: Long Creek Wastewater Treatment Plant
• Form FTSE-10/07: Crowder's Creek Wastewater Treatment Plant
• Form FTSE-10/07: Eagle Road Wastewater Treatment Plant
• Sewer Usage Spreadsheet as of. January 1., 2014
If you have any questions or need additional information, please contact me at
[phone].
Sincerely,
Jamie Johnson
Civil .Engineer I
Cc: Rusty Bost, City Engineer
Thorne A. Martin, Assistant City Engineer
Matt Bernhardt, Director of Public Works and Utilities

SANITARY SEWER USAGE REPORT
CITY OF GASTONIA, NORTH CAROLINA
July 1, 2013
PERMIT#
PROJECT
A/P #
ISSUE DATE
DESCRIPTION
WWTP
WASTE TYPE
"DESIGN" FLOW CALCULATIONS
ESTIMATED FLOW (JUNE 30, 2013)
(# LOTS)
(gpd/unit)
DESIGN FLOW
(4pd)
(# CO'S)
(gpd/unit)
FLOW (gpd).
0106343-S
Rosegate Phs. 2
4505
1/10/2006
1898 LF-8"
Long Creek
Domestic
36
360
12960
30
360
10800
0106344-S
Catawba Hills 3
4422
1/11/2006
1602 LF-8"
Long Creek
Domestic
48
360
17280
41
360
14760
0206345-S
Town of Clover Monitoring
Facility
4635
2/14/2006
230 LF-15"
Crowders
Creek
Domestic
0
0
0
0
0
0
0206346-S
Bethesda Oaks Phase I
4562
2/20/2006
5603 LF-8"
Long Creek
Domestic
26
480
12480
26
480
12480
0206347-S
Glyncastle
4442
2/24/2006
1600 LF-8"
Long Creek
Domestic
33
360
11880
33
360
11880
0306348-S
3001 Titman Road
4640
3/21/2006
65 LF-8"
Long Creek
Domestic
1
360
360
1
360
360
0306349-S
The Village at The Mountain
4475
6/7/2006
2418 LF of 8" 16
MH's
Long Creek
Domestic
78
360
28080
10
360
3600
0606351-S
The Village at Parkside
4198
6/30/2006
8053 Lf - 8"
Crowders
Creek
Domestic
228
360
82280
35
360
12600
0706352-S
Village at 5th Avenue
4583
7/7/2006
5349 LF of 8"
Long Creek
Domestic
142
400
56800
45
400
18000
0606350-S
Ferguson Subdivision
Sewer Extension
4498
7/13/2006
366 LF - 8", 1 MH
Crowders
Creek
Domestic
5
360
1800
1
360
360
0706353-S
Wren Turnpike Wholesales
4558
7/18/2006
305 LF of 8"
Long Creek
Domestic
4
119
475
2
119
238
0706354-S
Carmax
4594
7/26/2006
695 If of 12". 798
If of 8" and 9
manholes
Long Creek
Domestic
0
0
0
2
0
0
0706356-S
Cramer Woods Phs 3
4588
8/3/2006
10,457 LF of 8"
Long Creek
Domestic
139
360
50040
88
360
31680
0706355-S
Spencer Mountain Village
Phs 1
4351
8/7/2006
12,868 LF of 8"
Long Creek
Domestic
254
360
91440
95
360
34200
0806357-S
Shops at Franklin Square
4665
8/15/2006
1590 LF of 8"
Long Creek
Domestic
10
1614
16140
6
1614
9684
0806358-S
Susan Farms Sewer
Petition Phs 1&2 (COG)
5611
8/15/2006
3051 If of 8"
Long Creek
Domestic
32
290
9300
15
290
4350
1006361-S
Woodleigh Subdivision
4637
10/11/2006
234 LF of 8"
Long Creek
Domestic
2
375
750
1
375
375
1106362-5
Catawba Hills Subdivision
Village D — Townhomes
4352
11/9/2006
2221 LF of 8"
Long Creek
Domestic
72
360
25920
13
360
4680
1106363-S
Club Ridge Subdivision
4712
11/17/2006
1738 LF of 8"
Long Creek
Domestic
18
360
6480
0
360
0
1106364-S
Bethesda Oaks Phs. 2
4641
11/21/2006
6409 LF of 8"
Long Creek
Domestic
148
480
71040
131
480
62880
1106365-S
New Hope Elementary SS
Extension
4764
11/28/2006
160 LF of 8"
Long Creek
Domestic
1
6816
6816
1
6816
6816
0906360-S
Windsong Drive, Denise Dr.
& Sugar Ln (COG)
5614
12/15/2006
1665 LF of 8"
Long Creek
Domestic
18
370
6650
18
370
6650
0107366-S
Willow Creek Subdivision
Phs 2
4536
1/5/2007
6572 LF of 8"
Long Creek
Domestic
192
360
69120
180
360
64800
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: July 2013
Page 1 of 4

PERMIT#
PROJECT
A/P#
ISSUE DATE
DESCRIPTION
WWTP
WASTE TYPE
"DESIGN" FLOW CALCULATIONS
ESTIMATED FLOW (JUNE 30, 2013)
(# LOTS)
(gpd/unit) , -
DESIGN FLOW
(and)
(#CO'S)
(gpd/unit)
FLOW (gpd)
0307367-S
New Hope Crossing
4740
3/6/2007
1613 LF of 8"
Long Creek
Domestic
6
1035
6207
6
1035
6210
0307369-S
Value Place
4739
3/16/2007
115 LF of 8"
Long Creek
Domestic
1
7338
7338
1
7338
7338
0307368-S
Kinmere Farms
4652
3/20/2007
4781 LF of 8"
Long Creek
Domestic
80
360
28800
73
360
26280
0407370-S
Apple Creek Village — Off
Site
4677
4/26/2007
1553 LF of 16"
Long Creek
Domestic
0
0
0
0
0
0
0507371-S
Woodbriar Trail (COG)
5616
5/22/2007
1133 LF of 8"
Crowders
Creek
Domestic
14
300
4200
14
300
4200
0507372-S
The Summit at Court Drive -
Phs 3
4765
5/24/2007
174 LF of 2"
200 LF of 8"
Long Creek
Domestic
1
5000
5000
1
5000
5000
0707373-S
Apple Creek Village
4543
7/26/2007
9632 LF of 8"
227 LF of 16
Long Creek
Domestic
291
360
104760
0
360
0
0707374-S
Crowders View Phase II
4854
7/27/2007
2281 LF of 8"
Crowders
Creek
Domestic
58
360
20880
10
360
3600
0807375-S
Howe Sewer Extension
4849
8/2/2007
48 LF of 8"
Crowders
Creek
Domestic
1
600
600
1
600
600
1007376-S
Villas at Applecreek
4802
10/30/2007
3488 LF of 8"
Long Creek
Domestic
89
360
32040
0
360
0
1107377-S
Gaston Crossing
4947
11/16/2007
519 LF of 8"
Long Creek
Domestic
5
4802
24008
2
4802
9604
1107378-S
Queens Road Sewer Rehab
Phase 1 (COG)
5617
11/29/2007
2391 LF of 8"
Crowders
Creek
Domestic
32
300
9600
32
300
9600
1207379-S
Robinson Oaks Villas
(outfall)
5012
12/6/2007
1810 LF of 8"
Long Creek
Domestic
0
0
0
0
0
0
0208380-S
Bethlehem Baptist Church
4934
2/5/2008
1612 LF OF 8"
Long Creek
Domestic
2
6250
12500
2
6250
12500
0208381-S
Reserve at Catawba Creek
4675
2/6/2008
2996 LF OF 8"
1382 LF OF 6"
Long Creek
Domestic
127
405
51435
1
405
405
0208382-S
Rosegate Phase 3
4676
2/8/2008
3885 LF OF 8"
Long Creek
Domestic
81
360
29160
0
360
0
0308384-S
Winterlake Drive SS
Extension
4984
3/27/2008
1286 LF OF 8"
Long Creek
Domestic
8
360
2880
7
360
2520
0308383-5
City of Gastonia Clouse
Street SS
5623
3/27/2008
75 LF OF 8"
Long Creek
Domestic
1
300
300
1
300
300
0608385-S
Gastonia Technology Park
4668
6/6/2008
593 LF OF 8"
Long Creek
Domestic
4
1581
6324
1
1581
1581
0608386-S
Spencer Mountain Village
PH 2&3
4726
6/9/2008
9344 LF OF 8"
Long Creek
Domestic
227
360
81720
0
360
0
0608387-S
Gaston Mall
5032
6/17/2008
682 LF OF 8" 140
LF OF 18"
Long Creek
Domestic
4
400
1600
4
400
1600
0708388-S
Bayview Pump Station
Abandonment
5628
7/14/2008
78 LF OF 8"
Long Creek
Domestic
0
0
0
0
0
0
0708389-S
Mill Creek Apartments
Phase 3
5107
7/16/2008
755 LF OF 8"
Long Creek
Domestic
4
3120
12480
4
3120
12480
5097-S
Evergreen Landing
Apartments
5097
11/7/2008
728 LF of 8"
Long Creek
Domestic
4
4890
19560
4
4890
19560
5241-S
Fresenius Medical Care
5241
12/22/2008
165 LF of 8"
Crowders
Creek
Domestic
1
2000
2000
1
2000
2000
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: July 2013
Page 2 of 4

PERMIT #
PROJECT
AiP #
ISSUE DATE
DESCRIPTION
WWTP
WASTE TYPE
"DESIGN" FLOW CALCULATIONS
ESTIMATED FLOW (JUNE 30, 2013)
(# LOTS)
(gpd/unit)
DESIGN FLOW
(9pd)
(# CO'S)
(gpd/unit)
FLOW (gpd).
5743-S
Ridge Mill Community /
Nina Dawn Sewer
5743
1/30/2009
8557 LF of 8"
Crowders
Creek
Domestic
74
300
22200
57
300
17100
5780-S
Queens Road Sewer Rehab
Phase 3 (COG)
5780
2/23/2009
6470 LF of 8"
Crowders
Creek
Domestic
92
350
32200
92
350
32200
5786-S
NCDOT 274 Widening
Utility Relocation Project
5786
2/25/2009
492 LF of 8"
Long Creek
Domestic
0
0
0
0
0
0
5926-S
West Davidson Bridge
Replacement
5726
7/24/2009
320 LF of 8"
Long Creek
Domestic
0
0
0
0
0
0
5739-S
NCDOT Gaston County
Maintenance Yard
5739
11/5/2009
1231 LF of 8"
Long Creek
Domestic
1
2000
2000
1
2000
2000
6467-S
O'Reilly Auto Parts
6467
1/28/2010
218 If of 8" pvc
Long Creek
Domestic
2
2000
4000
1
2000
2000
6468-5
Summit Crossing Phase III
6468
4/1/2010
657 If of 8"
Long Creek
Domestic
3
6520
19560
1
6520
6520
6957-S
Rolling Meadows Drive SS
Extension
6957
8/23/2010
731 If of 8"
Long Creek
Domestic
3
350
1050
0
350
0
6953-S
Tech Park Sewer
Improvements
6953
11/18/2010
6397 If of 12" dip
Long Creek
Domestic
2
65000
130000
1
65000
65000
7054-S
Robinson Heights
Subdivision
7054
12/15/2010
1766 If of 8"
Crowders
Creek
Domestic
19
300
5700
14
300
4200
6982-S
DR] Holdings Property
6982
1/20/2011
338 If of 8"
Long Creek
Domestic
1
1600
1600
0
1600
0
7056-S
Pearson Properties--
Hoffman Road
7056
3/4/2011
585 If of 8"
Long Creek
Domestic
1
1500
1500
0
1500
0
7024-S
Bordeaux Apartments
7024
3/8/2011
58 If of 8"
Long Creek
Domestic
33
350
11550
33
350
11550
7177-S
Roberts Family Ventures
7177
6/15/2011
112 If of 8"
Long Creek
Domestic
1
500
500
1
500
500
5922-S
Ballantyne Apartments
5922
6/21/2011
1795 If of 8"
Crowders
Creek
Domestic
241
237
57120
241
237
57117
6725-S
Gaston Mall Redevelopment
(Target)
6725
8/16/2011
681 If of 8"
Long Creek
Domestic
1
2000
2000
1
2000
2000
7384-S
CTL Packaging USA
7384
5/7/2012
489 If of 8" 1107
If of 10"
Long Creek
Domestic
1
1200
1200
1
1200
1200
7488-S
Dollar General Outfall
7488
7/3/2012
681 If of 8"
Long Creek
Domestic
1
910
910
0
910
0
7605-5
South Fork Catawba
Regional Imp. (Fair St.)
7605
11/20/2012
2682 If of 8"
Long Creek
Domestic
1
54247
54247
0
52407
0
7606-5
South Fork Catawba
Regional Imp.(Kings Grant)
7606
11/20/2012
266 If of 8"
Eagle
Domestic
1
64440
64440
0
64440
0
7543-S
Rosegate Phase 3 A/B
7543
11/29/2012
995 If of 8"
Long Creek
Domestic
19
360
360
0
360
0
7582-S
Daimler
7582
12/21/2012
316 If of 8"
Long Creek
Domestic
1
2500
2500
0
2500
0
4698-S
Kinmere Village
4698
2/28/2013
7139 If of 8"
Long Creek
Domestic
ill
360
39960
0
360
0
7616-S
West Congregation of
Johovah's Witness
7616
4/9/2013
384If of 8"
Crowders
Creek
Domestic
1
8000
8000
0
8000
0
7457-5
South Fork Village
Apartments
7457
4/17/2013
2490 If of 8", 870
If 6" FM, 1 Pump
Eagle
Domestic
352
274
96360
0
274
0
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: July 2013
Page 3 of 4

PERMIT*
PROJECT
A/P #
ISSUE DATE
DESCRIPTION
WWTP
WASTE TYPE,
"DESIGN" FLOW CALCULATIONS
ESTIMATED FLOW (JUNE 30, 2013)
(#LOTS)
(gpd/unit)
DESIGN FLOW
(mod)
(#CO'S)
(gpd/unit)
FLOW (gpd)
7710-S
Long Creek Apartments
7710
5/6/2013
1474 If of 8"
Long Creek
Domestic
103
300
30890
0
300
0
7615-S
Rosegate Phase 3 C/D/E
7615
5/30/2013
3032 If of 8"
Long Creek
Domestic
55
449
24720
0
449
0
7467-S
KInmere Commons
7467
6/4/2013
1977 If of 8"
Long Creek
Domestic
104
360
37440
0
360
0
MUNICIPAL SEWER CONTRACT SUMMARY
CITY/TOWN
WWTP
CONTRACT
MAX
(gpd)
JAN-JUNE 2013
ADF
(9pd)
City of Bessemer City :
Oates Road
Crowders
Creek
1,000,000
459,887
City of Bessemer City :
Abernethy Creek
Crowders
Creek
608,333
408,442
Town of Clover
Crowders
Creek
620,000
603,508
City of High Shoals
Long Creek
100,000
24,444
City of Kings Mountain
Crowders
Creek
1,000,000
25,028
Town of Ranlo
Long Creek
400,000
207,006
City of Lowell
Long Creek
N/A
3,267
City of Belmont
Eagle Road
280,000
39,575
Dallas - Spencer Mountain
Village
Long Creek
N/A
14,413
Long Creek WWTP:
Crowders Creek WWTP:
Eagle Road WWTP:
"CONTRACT"
FLOW
(MGD)
January 1, 2006 - June 30, 2013
"DESIGN"
FLOW (MGD)
CONNECTED"
(MGp
FLOW
"NOT YET
TRIBUTARY"
(MGD)
0.500
1.286
0.703
1.083
3.228
0.247
1.640
1.834
0.280
0.161
0.040
0.401
Long Creek WWTP
Crowders Creek WWTP
Eagle Road WWTP
Permit # NC0020184
Permit # NC0074268
Permit # NC0006033
Permitted Flow: 16.0 MGD
Permitted Flow: 6.0 MGD
Permitted Flow: 4.0 MGD
JAN-JUNE 2013 ADF: 6.2 MGD
JAN-JUNE 2013 ADF: 2.6 MGD
JAN-JUNE 2013 ADF: 0.4 MGD
Permitted F101 .sed 9/
Ben:bFl
ow low Use"" 7,45,
s
P'.ermr6ted F.Io Used. 292A
'Permitted Flow Used = (ADF + "Flow Not Yet Tributary") / WWTP Permitted Flow
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: July 2013
Page 4 of 4

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
< - Flow T racking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name:
Project Name for which flow is being requested:
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Long Creek WWTP
b. WWTP Facility Permit #: NC0020184
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
16.0 MGD
1.1 MGD
6.2MGD
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD
(Firm/Design)
Approx. Current Avg.
Daily Flow, MGD
III. Certification Statement:
—co / n so h , 'certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptance of this as water flow. l
A/v
Sig g ff g n O icia i nature Date

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name:
Project Name for which flow is being requested:
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Crowder's Creek WWTP
b. WWTP Facility Permit #: NC0074268
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
6.O MGD
1.9 MGD
2.6 MGD
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
III. Certification Statement:
I, , , s t n SOA , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
accep nce of this ast water flow.
/,7hy
Signi g Official gnature Date

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name:
Project Name for which flow is being requested:
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Eagle Road WWTP
b. WWTP Facility Permit #: NC0006033
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
4.O MGD
0.4 MGD
0.4 MGD
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
III. Certification Statement:
I, c mi Q j oAn e o , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
accep nee of thi was ewater flow.
.'
Signg Officia` ignature
I2,J/ y
Date

SANITARY SEWER USAGE REPORT
CITY OF GASTONIA, NORTH CAROLINA
December 31, 2013
PERMIT #
PROJECT
AIP #
ISSUE DATE
DESCRIPTION
WWTP
WASTE TYPE
"DESIGN" FLOW CALCULATIONS x `
ESTIMATED FLOW (DEC 31, 2013)
(# LOTS)
(gpd/unit)
DESIGN FLOW
(and)
(# CO'S) ;
(gpd/unit)'
FLOW (gpd)
0106343-S
Rosegate Phs. 2
4505
1/10/2006
1898 LF-8"
Long Creek
Domestic
36
360
12960
32
360
11520
0106344-S
Catawba Hills 3
4422
1/11/2006
1602 LF-8"
Long Creek
Domestic
48
360
17280
41
360
14760
0206345-S
Town of Clover Monitoring
Facility
4635
2/14/2006
230 LF-15"
Crowders
Creek
Domestic
0
0
0
0
0
0
0206346-S
Bethesda Oaks Phase I
4562
2/20/2006
5603 LF-8"
Long Creek
Domestic
26
480
12480
26
480
12480
0206347-S
Glyncastle
4442
2/24/2006
1600 LF-8"
Long Creek
Domestic
33
360
11880
33
360
11880
0306348-S
3001 Titman Road
4640
3/21/2006
65 LF-8"
Long Creek
Domestic
1
360
360
1
360
360
0306349-S
The Village at The Mountain
4475
6/7/2006
2418 LF of 8" 16
M H's
Long Creek
Domestic
78
360
28080
10
360
3600
0606351-5
The Village at Parkside
4198
6/30/2006
8053 Lf - 8"
Crowders
Creek
Domestic
228
360
82280
37
360
13320
0706352-S
Village at 5th Avenue
4583
7/7/2006
5349 LF of 8"
Long Creek
Domestic
142
400
56800
47
400
18800
0606350-S
Ferguson Subdivision
Sewer Extension
4498
7/13/2006
366 LF - 8", 1 MH
Crowders
Creek
Domestic
5
360
1800
1
360
360
0706353-S
Wren Turnpike Wholesales
4558
7/18/2006
305 LF of 8"
Long Creek
Domestic
4
119
475
2
119
238
0706354-S
Carmax
4594
7/26/2006
695 If of 12". 798
If of 8" and 9
manholes
Long Creek
Domestic
0
0
0
2
0
0
0706356-5
Cramer Woods Phs 3
4588
8/3/2006
10,457 LF of 8"
Long Creek
Domestic
139
360
50040
95
360
34200
0706355-5
Spencer Mountain Village
Phs 1
4351
8/7/2006
12,868 LF of 8"
Long Creek
Domestic
254
360
91440
100
360
36000
0806357-S
Shops at Franklin Square
4665
8/15/2006
1590 LF of 8"
Long Creek
Domestic
10
1614
16140
6
1614
9684
0806358-S
Susan Farms Sewer Petition
Phs 1&2 (COG)
5611
8/15/2006
3051 If of 8"
Long Creek
Domestic
32
290
9300
16
290
4640
1006361-S
Woodleigh Subdivision
4637
10/11/2006
234 LF of 8"
Long Creek
Domestic
2
375
750
1
375
375
1106362-S
Catawba Hills Subdivision
Village D — Townhomes
4352
11/9/2006
2221 LF of 8"
Long Creek
Domestic
72
360
25920
13
360
4680
1106363-S
Club Ridge Subdivision
4712
11/17/2006
1738 LF of 8"
Long Creek
Domestic
18
360
6480
0
360
0
1106364-S
Bethesda Oaks Phs. 2
4641
11/21/2006
6409 LF of 8"
Long Creek
Domestic
148
480
71040
131
480
62880
1106365-5
New Hope Elementary SS
Extension
4764
11/28/2006
160 LF of 8"
Long Creek
Domestic
1
6816
6816
1
6816
6816
0906360-S
Windsong Drive, Denise Dr.
& Sugar Ln (COG)
5614
12/15/2006
1665 LF of 8"
Long Creek
Domestic
18
370
6650
18
370
6650
0107366-S
Willow Creek Subdivision
Phs 2
4536
1/5/2007
6572 LF of 8"
Long Creek
Domestic
192
360
69120
190
360
68400
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: January 2014
Page 1 of 4

PERMIT#
PROJECT
AIP#
ISSUE DATE
DESCRIPTION
WWTP
' ''=
WASTE TYPE
"DESIGN" FLOW CALCULATIONS
». ESTIMATED FLOW (DEC 31, 2013)
(#LOTS)
(gpd/unit)
•
DESIGN FLOW
food)
(# CO'S)
(gpi►tunit)
'
FLOW(gpd)
0307367-5
New Hope Crossing
4740
3/6/2007
1613 LF of 8"
Long Creek
Domestic
6
1035
6207
6
1035
6210
0307369-S
Value Place
4739
3/16/2007
115 LF of 8"
Long Creek
Domestic
1
7338
7338
1
7338
7338
0307368-S
Kinmere Farms
4652
3/20/2007
4781 LF of 8"
Long Creek
Domestic
80
360
28800
78
360
28080
0407370-S
Apple Creek Village - Off
Site
4677
4/26/2007
1553 LF of 16"
Long Creek
Domestic
0
0
0
0
0
0
0507371-S
Woodbriar Trail (COG)
5616
5/22/2007
1133 LF of 8"
Crowders
Creek
Domestic
14
300
4200
14
300
4200
0507372-5
The Summit at Court Drive -
Phs 3
4765
5/24/2007
174 LF of 2"
200 LF of 8"
Long Creek
Domestic
1
5000
5000
1
5000
5000
0707373-S
Apple Creek Village
4543
7/26/2007
9632 LF of 8"
227 LF of 16
Long Creek
Domestic
291
360
104760
0
360
0
0707374-S
Crowders View Phase II
4854
7/27/2007
2281 LF of 8"
Crowders
Creek
Domestic
58
360
20880
10
360
3600
0807375-S
Howe Sewer Extension
4849
8/2/2007
48 LF of 8"
Crowders
Creek
Domestic
1
600
600
1
600
600
1007376-5
Villas at Applecreek
4802
10/30/2007
3488 LF of 8"
Long Creek
Domestic
89
360
32040
0
360
0
1107377-S
Gaston Crossing
4947
11/16/2007
519 LF of 8"
Long Creek
Domestic
5
4802
24008
2
4802
9604
1107378-5
Queens Road Sewer Rehab
Phase 1 (COG)
5617
11/29/2007
2391 LF of 8"
Crowders
Creek
Domestic
32
300
9600
32
300
9600
1207379-S
Robinson Oaks Villas
(outfall)
5012
12/6/2007
1810 LF of 8"
Long Creek
Domestic
0
0
0
0
0
0
0208380-5
Bethlehem Baptist Church
4934
2/5/2008
1612 LF OF 8"
Long Creek
Domestic
2
6250
12500
2
6250
12500
0208381-S
Reserve at Catawba Creek
4675
2/6/2008
2996 LF OF 8"
1382 LF OF 6"
Long Creek
Domestic
127
405
51435
2
405
810
0208382-5
Rosegate Phase 3
4676
2/8/2008
3885 LF OF 8"
Long Creek
Domestic
81
360
29160
0
360
0
0308384-S
Winterlake Drive SS
Extension
4984
3/27/2008
1286 LF OF 8"
Long Creek
Domestic
8
360
2880
8
360
2880
0308383-5
City of Gastonia Clouse
Street SS
5623
3/27/2008
75 LF OF 8"
Long Creek
Domestic
1
300
300
1
300
300
0608385-S
Gastonia Technology Park
4668
6/6/2008
593 LF OF 8"
Long Creek
Domestic
4
1581
6324
1
1581
1581
0608386-5
Spencer Mountain Village
PH 2&3
4726
6/9/2008
9344 LF OF 8"
Long Creek
Domestic
227
360
81720
0
360
0
0608387-S
Gaston Mall
5032
6/17/2008
682 LF OF 8" 140
LF OF 18"
Long Creek
Domestic
4
400
1600
4
400
1600
0708388-5
Bayview Pump Station
Abandonment
5628
7/14/2008
78 LF OF 8"
Long Creek
Domestic
0
0
0
0
0
0
0708389-S
Mill Creek Apartments
Phase 3
5107
7/16/2008
755 LF OF 8"
Long Creek
Domestic
4
3120
12480
4
3120
12480
5097-S
Evergreen Landing
Apartments
5097
11/7/2008
728 LF of 8"
Long Creek
Domestic
4
4890
19560
4
4890
19560
5241-S
Fresenius Medical Care
5241
12/22/2008
165 LF of 8"
Crowders
Creek
Domestic
1
2000
2000
1
2000
2000
5743-5
Ridge Mill Community /
Nina Dawn Sewer
5743
1/30/2009
8557 LF of 8"
Crowders
Creek
Domestic
74
300
22200
57
300
17100
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: January 2014
Page 2 of 4

PERMIT #
PROJECT
A/P #
ISSUE DATE
DESCRIPTION
WWTP
WASTE TYPE
"DESIGN" FLOW CALCULATIONS
ESTIMATED FLOW (DEC 31, 2013)
(# LOTS)
(gpd/unit)
DESIGN FLOW
(aodl
(# CO'S)
(gpd/unit)
FLOW (gpd)
5780-S
Queens Road Sewer Rehab
Phase 3 (COG)
5780
2/23/2009
6470 LF of 8"
Crowders
Creek
Domestic
92
350
32200
92
350
32200
5786-S
NCDOT 274 Widening
Utility Relocation Project
5786
2/25/2009
492 LF of 8"
Long Creek
Domestic
0
0
0
0
0
0
5926-S
West Davidson Bridge
Replacement
5726
7/24/2009
320 LF of 8"
Long Creek
Domestic
0
0
0
0
0
0
5739-S
NCDOT Gaston County
Maintenance Yard
5739
11/5/2009
1231 LF of 8"
Long Creek
Domestic
1
2000
2000
1
2000
2000
6467-S
O'Reilly Auto Parts
6467
1/28/2010
218 If of 8" pvc
Long Creek
Domestic
2
2000
4000
1
2000
2000
6468-S
Summit Crossing Phase III
6468
4/1/2010
657 If of 8"
Long Creek
Domestic
3
6520
19560
1
6520
6520
6957-5
Rolling Meadows Drive SS
Extension
6957
8/23/2010
731 If of 8"
Long Creek
Domestic
3
350
1050
0
350
0
6953-S
Tech Park Sewer
Improvements
6953
11/18/2010
6397 If of 12" dip
Long Creek
Domestic
2
65000
130000
1
65000
65000
7054-S
Robinson Heights
Subdivision
7054
12/15/2010
1766 If of 8"
Crowders
Creek
Domestic
19
300
5700
14
300
4200
6982-S
DRJ Holdings Property
6982
1/20/2011
338 If of 8"
Long Creek
Domestic
1
1600
1600
1
1600
1600
7056-S
Pearson Properties--
Hoffman Road
7056
3/4/2011
585 If of 8"
Long Creek
Domestic
1
1500
1500
1
1500
1500
7024-S
Bordeaux Apartments
7024
3/8/2011
58 If of 8"
Long Creek
Domestic
33
350
11550
33
350
11550
7177-S
Roberts Family Ventures
7177
6/15/2011
112 If of 8"
Long Creek
Domestic
1
500
500
1
500
500
5922-S
Ballantyne Apartments
5922
6/21/2011
1795 If of 8"
Crowders
Creek
Domestic
241
237
57120
241
237
57117
6725-5
Gaston Mall Redevelopment
(Target)
6725
8/16/2011
681 If of 8"
Long Creek
Domestic
1
2000
2000
1
2000
2000
7384-S
CTL Packaging USA
7384
5/7/2012
489 If of 8" 1107
If of 10"
Long Creek
Domestic
1
1200
1200
1
1200
1200
7488-S
Dollar General Outfall
7488
7/3/2012
681 If of 8"
Long Creek
Domestic
1
910
910
1
910
910
7605-S
South Fork Catawba
Regional Imp. (Fair St.)
7605
11/20/2012
2682 If of 8"
Long Creek
Domestic
1
54247
54247
0
52407
0
7606-S
South Fork Catawba
Regional Imp.(Kings Grant)
7606
11/20/2012
266 If of 8"
Eagle
Domestic
1
64440
64440
0
64440
0
7543-S
Rosegate Phase 3 A/B
7543
11/29/2012
995 If of 8"
Long Creek
Domestic
19
360
360
3
360
1080
7582-S
Daimler
7582
12/21/2012
316 If of 8"
Long Creek
Domestic
1
2500
2500
1
2500
2500
4698-S
Kinmere Village
4698
2/28/2013
7139 If of 8"
Long Creek
Domestic
111
360
39960
0
360
0
7616-S
West Congregation of
Johovah's Witness
7616
4/9/2013
3841f of 8"
Crowders
Creek
Domestic
1
8000
8000
1
8000
8000
7457-S
South Fork Village
Apartments
7457
4/17/2013
2490 If of 8", 870
If 6" FM, 1 Pump
Statinn
Eagle
Domestic
352
274
96360
0
274
0
7710-S
Long Creek Apartments
7710
5/6/2013
1474 If of 8"
Long Creek
Domestic
103
300
30890
0
300
0
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: January 2014
Page 3 of 4

PERMIT#
PROJECT
A/P #
ISSUE DATE
DESCRIPTION
WWTP
WASTE TYPE
"DESIGN" FLOW CALCULATIONS
ESTIMATED FLOW (DEC 31,2013)
(# LOTS)
(gpolunit)
DESIGN FLOW
fond)
(# CO'S)
(gpolunit).
FLOW (gpd)
7615-S
Rosegate Phase 3 C/D/E
7615
5/30/2013
3032 If of 8"
Long Creek
Domestic
55
449
24720
0
449
0
7467-S
Kinmere Commons
7467
6/4/2013
1977 If of 8"
Long Creek
Domestic
104
360
37440
0
360
0
7720-S
Robinson Oaks 2013
7720
9/6/2013
8392' of 8", 44
MH
Long Creek
Domestic
204
120
73440
0
120
0
7746-S
Tractor Supply
7746
9/18/2013
180 If of 8"
Crowders
Creek
Domestic
1
2280
2280
0
2280
0
7785-S
Summit Crossing Phase IV
7785
10/14/2013
427 If of 8"
Long Creek
Domestic
1
2500
2500
0
2500
0
MUNICIPAL SEWER CONTRACT SUMMARY
CITY/TOWN
WWTP
CONTRACT
MAX
(gPd)
JAN-DEC 2013,
ADF
(9pd)
City of Bessemer City :
Oates Road
Crowders
Creek
1,000,000
440,840
City of Bessemer City :
Abernethy Creek
Crowders
Creek
608,333
412,030
Town of Clover
Crowders
Creek
620,000
556,551
City of High Shoals
Long Creek
100,000
26,273
City of Kings Mountain
Crowders
Creek
1,000,000
34,170
Town of Ranlo
Long Creek
400,000
196,042
City of Lowell
Long Creek
N/A
13,931
City of Belmont
Eagle Road
280,000
49,567
Dallas -Spencer Mountain
Village
Long Creek
N/A
14,830
Long Creek WWTP:
Crowders Creek WWTP:
Eagle Road WWTP:
"CONTRACT"
FLOW
(MGD)
January.1,'2006 - December 31 2013
"DESIGN"
FLOW (MGD)
"CONNECTED"
FLOW
(MGD)
FLOW
"NOT YET
TRIBUTARY"
(MGD)
0.5
1.4
0.7
1.1
3.2
0.2
1.6
1.9
0.3
0.2
0.0
0.4
Long Creek WWTP
Crowders Creek WWTP
Eagle Road WWTP
Permit # NC0020184
Permit # NC0074268
Permit # NC0006033
Permitted Flow: 16.0 MGD
Permitted Flow: 6.0 MGD
Permitted Flow: 4.0 MGD
JAN-DEC 2013 ADF: 6.2 MGD
JAN-DEC 2013 ADF: 2.6 MGD
JAN-DEC 2013 ADF: 0.4 MGD
,ert" fitted -Furs Used: G9/,,
Pe,- tt a Mo l'sed: 2C°lo
"Permitted Flow Used = (ADF + "Flow Not Yet Tributary") / WWTP Permitted Flow
City of Gastonia
Semi -Annual Sanitary Sewer Usage Report: January 2014
Page 4 of 4

TASTONI. NC
Great Place. Great People. Great Promise.
Engineering Standards
P.O. Box 1748 • Gastonia, NC 28053-1748 • Phone: [phone] • Fax: [phone]
www.cityofgastonia.com
August 21, 2013
Ms. Dee Browder
NCDENR
Division of Water Quality
610 E. Center Avenue; Suite 301
Mooresville, NC 28115
Subject: City of Gastonia
Local Sewer Permit Program -Flow Tracking Report.
Dear Ms. Browder:
In reference to above, please find attached the following documents:
• Form FTSE-10/07: Long Creek Wastewater Treatment Plant
• Form FTSE-10/07: Crowder's Creek Wastewater Treatment Plant
• Form FTSE-10/07: Eagle Road Wastewater Treatment Plant
• Sewer Usage Spreadsheet as of July 1, 2013
If you have any questions or need additional information, please contact me at
[phone].
Sincerely,
„Eta,
Brian J. Potocki, PE
Construction Engineer / ROW Administrator
Cc: Rusty Bost, City Engineer
Thorne A. Martin, Assistant City Engineer
Matt Bernhardt, Director of Public Works and Utilities
AUG 29 an3

OF®JA7 State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE -10/07)
LJ74f o,,.,i'.i.,,i q-P;.,
Project Applicant Name:
Project Name for which flow is being requested:
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is nonesponsible for,all
pump stations along the route of the proposed wastewater flow.
AUG 2
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Long Creek WWTP
b. WWTP Facility Permit #: NC0020184
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
16.0 MGD
1.1 MGD
6.2 MGD
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Final/Design) Daily Flow, MGD
III. Certification Statement:
I, gkldfJ T PhCC1 , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
accep „o ris wastewater flow.
08.Zl•l3
Signing Official Signature Date

OFFR State of North Carolina
Department of Environment and Natural Resources
rDivision of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE-1'0707) -D
LIME
Project Applicant Name:
Project Name for which flow is being requested:
AUG S
MOO RVL.
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Crowder's Creek WWTP
b. WWTP Facility Permit #: NC0074268
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligatedflows to the facility
h. Percent of permitted flow used
All flows are in MGD
6.0 MGD
1.8 MGD
2.6 MGD
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Fiiiii/Design) Daily Flow, MGD
III. Certification Statement:
I, SZir/ T% P•To ci(I , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acc "pis
wastewater flow.
Signing Official Signature
d$Zlhl3
Date
OFF

QG
Flow Tracking/Acceptance for Sewer Extension Permit Applications
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
(FTSE—10/07)Y. „e �
Project Applicant Name:
Project Name for which flow is being requested:
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not r`esp"ansible for; all =' F
pump stations along the route of the proposed wastewater flow.
CI
AuL
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Eagle Road WWTP
b. WWTP Facility Permit #: NC0006033
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
4.0 MGD
0.4 MGD
0.4 MGD
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
III. Certification Statement:
I, 14i o9 ?: Pr .cal , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acce o. t ' astewater flow.
Signi g Official Signature Date

Pat McCrory
Governor
A7A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Charles Wakild, P. E.
Director
MEMORANDUM
April 10, 2013
TO: Lk . rkera- M. ores ill -Regional Officge Surface
FROM: Michael Leggett, P.E.
PERCS Unit
SUBJECT: City of Gastonia Delegation Audit Package
— Delegated Local Permit Program for Sewer Extensions Audit —
John Skvarla, III
Secretary
UN:iiFRf rsA`.Lt v
APR 152013
LEE. REGIOMAL OFFICE.
ICE.
IN\Gt, 11°
Co nakat
The Central Office recently requested documents related to the City of Gastonia's local permit
program for sewer extensions. The requested information was received by this office and a copy
is attached your records and comments. Upon completion of the review of these items, an onsite
visit with officials with the City of Gastonia will be held. The Mooresville regional office will
be invited to participate in this meeting. Please relay any comments or additional information
requests that you have to this office about the materials received or comments related to the
authority's local permit program within 45 days of _receipt. If you have any questions please
contact me at [phone] or via email at [e-mail].
enclosures: requested documentation package
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwaterouality.org
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
Naturally

«Owner_Affiliation», «Owner_Affiliation_Title»
April 10, 2013
Page 2 of 2
cc: PERCS Unit (electronic copy)

Philip Bombardier, P.E. — Assistant City Manager
City of Gastonia
PO Box 1748
Gastonia, NC 28053
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. John E. Skvarla, Ill
Governor Director Secretary
February 21s`, 2013
pF, 1 CI'13
ii..—
Subject: Delegated Local Permit Program for Sewer Extensions Audit
City of Gastonia
Dear Mr. Bombardier:
MOORES'J'
�'.l.saap3tU
The City of Gastonia received approval for delegation of its local permit program for sewer
extensions on April 19th, 2006. Per 15A NCAC 02T.306 (f) the Division may audit a delegated
program for compliance with 15A NCAC 02T.306 and G.S. 143-215.1(f) at any time with a
scheduled appointment with the delegated authority.
Please note that this audit is being conducted in an effort to evaluate the Delegated Authority's
program and to confirm that the delegated program is in compliance with the requirements of
15A NCAC 02T.306 (f) and G.S. 143-215.1(f). This audit is not a result of any complaints or
perceived deficiency with the delegated authority's program.
As a result, the Pretreatment, Emergency Response & Collection System (PERCS) Unit would
like to schedule a date and time to audit the Delegated Authority's sewer extension permit
program. The audit will focus on the overview of the program and a file review. Due to time
constraints and volume of data, the following information is requested prior to the audit:
• Permit Application
• Permit Shell
• Shell Certification Forms
• Ordinance Pertaining to Permitting
• Permitting Procedure
• Current Staff for Permit Program
• Review Checklists (if applicable)
• Standard Specifications •and Minimum Design Criteria (hardcopy or link)
• Operational Agreement(s) (if applicable)
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.orq
An Equal Opportunity 1 Affirmative Action Employer
No thCarolina
Naturally

City of Gastonia
February 21 st, 2013
Page 2 of 2
• Inspection and Certification Documents
• Appeal Process Procedure
• Permitting Action Reports for the last two quarters
• Copy of approved permits during this period (no more than 3 permits)
• Copy of approved plans and certifications during this period (no more than 3 sets)
Upon receipt of this letter, please submit the requested information and one copy, along with any
applicable information to this office within thirty (30) days. If more time is required, please
contact this office. This information should be sent to the following address:
North Carolina Division of Water Quality
Pretreatment, Emergency Response & Collection System Unit
Attention: Michael W. Leggett, P.E.
1617 Mail Service Center
Raleigh, NC 27699-1617
Once this information is submitted and reviewed, a meeting with representatives of the program
is suggested in order to discuss the City of Gastonia's delegated program and to answer
questions that may arise during the review. If you have any questions regarding this matter
please contact Michael Leggett at [phone] or via email at [e-mail].
Sincerely,
for Deborah Gore
PERCS Unit Supervisor
cc: Michael Parker, Surface Water Protection Supervisor, Mooresville Regional Office
Delegated Program File (electronic copy)

City File #
City of Gastonia
Garland Business
Center
Great Place. Great People. GrcatPromnise.
Engineering
Standards
150 5. York 5t., Gastonia, NC 28053 704-866-6022(P) 704-854-6654(F)
Land Development Application
Project/Development Type:
❑ Residential Subdivision
❑ Commercial/Industrial
(Non -single family)
AKPAR# and/or Address (Required):
Primary Contact: _ Yes No Date: / /
Name
Company:
Address:
City: State: Zip:
Developer: _ Property Owner: _ PE/PLS: _ Other:
Day Phone: ( ) . Mobile: ( )
Fax: ( ) Pager: ( ) Email:
Project Name:
Project Size: Acres LF of Public Water LF of Public Sewer
Comments:
Attach six (6) copies of the plans with the application
Applicant Signature:

CITY OF GASTONIA
INSTRUCTIONS FOR APPLICATION FORM
(PUMP STATIONS, FORCE MAINS, AND GRAVITY SEWERS)
The City of Gastonia will not accept this application unless all the instructions are
followed. Plans and specifications must be prepared in accordance with City of
Gastonia Standard Details and Specifications and with 1SA NCAC 2H.0200 practices.
Failure to submit all of the required items will lead to additional processing and
review time for the permit application.
A. Application Form (All Application Packages):
• Submit one original and one copy of the completed and appropriately
executed application form. The instructions (Pages 1 and 2 of 7) do not need
to be submitted. Any changes made to this form will result in the application
being returned. The City of Gastonia will only accept application packages
that have been fully completed with all applicable items addressed.
• The project name should be consistent with the project name on the plans.
• If this project involves a modification of an existing permit, submit one copy
of the existing permit.
B. Application Fee (All Application Packages):
• Submit a check in the amount of $400 made payable to: The City of
Gastonia.
C. Cover Letter (All Application Packages):
• Submit a cover letter, which lists all items and attachments included in the
application package as well as a brief project description.
• If necessary for clarity, include attachments to the application form. Such
attachments will be considered part ofthe application package and should be
numbered to correspond to the section to which they refer.
D. Detailed Plans and Specifications (All Application Packages):
• Submit six (6) sets of detailed plans and specifications signed, sealed, and
dated by a North Carolina Professional Engineer.
• Plans must include the following minimum items: a general location map, plan
and profile views of the sewer extension as well as the proximity of the sewer
extension to other utilities and natural features, and detail drawings of all
items pertinent to the sewer extension and pump station. Depict minimum
separations required in 71B-18 on the plans, and note the use of ferrous pipe
material with joints equivalent to water main standards if minimum
separations are not met. Minimum cover over sewer extensions in accordance
with 13.01 must also be shown clearly on the plans.
• Plans and specifications must not be labeled with preliminary phrases (e.g.,
FOR REVIEW ONLY, NOT FOR CONSTRUCTION, etc.) that indicate that they are
anything other than final plans and specifications. However, the plans and
specifications may be labeled with the phrase: FINAL DESIGN — NOT
RELEASED FOR CONSTRUCTION.
E. Engineering Calculations (All Application Packages):
• Submit three copies of all design calculations that have been signed, sealed,
and dated by a NC Professional Engineer.
• Calculations must include the following minimum items: friction/total dynamic
head calculations and system curve analysis (with one pump running, two
pumps running, etc.); pump selection information including pump curves,
manufacturer's information, and recommended installation guidelines; pump
Page 1 of 7

station cycle times and pump run times; minimum velocities in the sewer
extension in accordance with 15A NCAC 2H .0219(i)(2)(B); and flotation
calculations for the pump station.
F. Downstream Sewer Evaluations (All Application Packages):
o For connection to a gravity sewer, submit an evaluation of the gravity sewer
based on peak flows from the proposed project. Provide calculations and
detail how existing peak flows were determined.
• For connection to a pump station, submit an evaluation of the existing pump
station to pump peak flow from proposed project and peak flows already
tributary to the existing pump station. Provide calculations and detail how
existing peak flows were determined.
m For connection to a force main, provide an evaluation of the existing force
main based on peak flows from proposed project and peak flows already
tributary to the existing force main. In addition, evaluate the ability of each
pump station tributary to the existing force main to pump against additional
head created by greater flows through the force main. Evaluation may include
alternate designs such as telemetry to coordinate pumping between pump
stations (provided sufficient storage is available). Also, include an evaluation
of the discharge point of the existing force main as described above.
G. Reliability (All Application Packages):
• If the pump station is to be supplied by a dual electrical source/feed, submit
the following minimum information: a letter from the power supplier
acknowledging that the pump station site will be supplied by two electrical
sources.
• If an on -site (stand-by) generator is proposed for installation at the pump
station, ensure that the plans and .specifications detail the generator, the
automatic transfer switch, and how these items interact with the pump station
instrumentation/controls.
• If a portable (stand-by) generator is proposed to fulfill power reliability
requirements at the pump station, ensure that the plans and specifications
detail the generator quick -connect receptacle, the manual transfer switch, and
the telemetry provided as well as how this telemetry interacts with the pump
station instrumentation and controls. In addition, submit a contingency plan
which details the number of portable generators that the applicant has
available for use at the proposed pump station, the number of other items
these portable generators are expected to serve, and verification that the
portable generators may be moved between items in a way that prevents any
sanitary sewer overflows. The plan must also detail procedures for contacting
personnel, the number of personnel available to respond to a power outage,
and the predicted response time.
• If 15A NCAC 2H .0219(h)(3)(D) is intended to fulfill the power reliability
requirement, ensure that the plans and specifications detail the storage time
available above the high-water alarm as well as how a telemetry device will
interact with the pump station instrumentation and control, and submit at
least three years of power outage data from the power supplier for the
electrical source from which the pump station will be supplied.
The completed application package, including all supporting information and materials, should
be sent to the following address:
By U.S. Postal Service:
The City of Gastonia
Development Services Department
Engineering Standards
Post Office Box 1748
Gastonia, North Carolina 28053-1748
By Courier:
The City of Gastonia
Development Services Department
Engineering Standards
150 South York Street
Gastonia, North Carolina 28052
Page 2 of 7

•
PUMP STATIONS, FORCE MAINS, AND GRAVITY SEWERS
APPLICATION FORM
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Application Number: ( to be completed by City of Gastonia)
I. GENERAL INFORMATION:
1. Applicant's name (name of the corporation, individual, etc):
2. Owner's or signing official's name and title:
3. Name and complete address of applicant:
City: State: Zip:
Telephone number: ( ) Facsimile number ( )
4. Project name (name of subdivision, facility or establishment, etc.)
5. Fee Submitted: $
6. Name and compete address of engineering firm:
City: State Zip:
Telephone number: ( )
Facsimile number (
7. Name and affiliation of contact person who can answer questions about
application:
II. PERMIT INFORMATION:
1. Project is: ❑ new; ❑ modification
2. If this application is being submitted as a result of a modification to an
existing permit, provide:
existing permit number and the issuance date
3. If project disturbs more than one acre, provide date when an erosion and sedimentation
control plan was submitted to the Division of Land Resources for approval:
4. If project included any stream or wetland crossings, provide date when Nationwide 12 or 404
permit was submitted for approval:
Page 3 of 7

III. INFORMATION ON WASTEWATER:
1. Please provide a one- or two -word description specifying the origin of the wastewater (school,
subdivision, hospital, commercial facility, industry, apartments, condominiums, etc.):
2. Volume of wastewater generated by this project: gallons per day.
3. Explanation of how wastewater flow was determined:
4. Nature of wastewater :
Domestic/Commercial;
To Percent Industrial
To Other waste — specify:
5. If wastewater is industrial in nature:
a. Level of pretreatment that has been provided to ensure protection of the
receiving collection system and wastewater treatment facility:
b. If a pretreatment permit is required, has one been issued? . Yes fl No O.
If yes, please attach a copy of the pretreatment permit. If no, provide date
application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description:
2. Name of wastewater treatment facility (WWTF) receiving wastewater
3. Pipe diameter of sewers immediately downstream:
4. Engineering evaluation of downstream sewers' ability to accept the wastewater from this
project (See Instruction F.) is provided on page of the calculations.
5. Summary of GRAVITY SEWER to be permitted:
Diameter
(inches)
Length
(linear feet)
6. Does the subject gravity sewer collection system comply with the City of Gastonia Standard
Specifications and Details ❑ Yes; ❑ No. If no, please identify criteria and explain:
Page 4. of 7

V. PUMP STATION INFORMATION (Complete Page 5 of 6 for each pump station included in this
project.)
1. Pump station number or street address:
2. Describe the measures that are being implemented to prevent impacts on down -slope
surface waters should a power failure occur at this pump station (See Instruction G.):'
3. Design flow of pump station: million gallons per day.
4. Operational point(s) of the pump(s): gallons per minute at
feet total dynamic head (TDH).
5. Number of pumps provided:
6. Number of pumping cycles at average daily flow. cycles per hour.
7. For extended travel times (greater than 24 hours) or if appropriate pumping cycles are not
met, describe odor and corrosion control measures taken:
8. Provide the location of each design element in the specifications and/or engineering plans:
Design Element
Sheet Number
of the Plans
Page Number in
the
Specifications
Alternate Power Sources:
Portable Generator (telemetry and receptacle required)
On -site Generator (automatic transfer switch required)
Wet Well Vented with Screen
Fillets in Wet Well
Check Valves and Gate Valves
Security Fencing
Lockable Wet Well Cover and Dead Front Control Panel
Area Light
110-Volt Electrical Convenience Outlet
High Water Alarms:
Audible Alarm
Visual Alarm
Auto-Dialer/Telemetry
Non -Corrosive Guide Rails/Lift Chains
All -Weather Access Road
9. List any equipment (note sheet number of the plans or page number in the specifications)
not specifically mentioned above (hoist, odor control equipment, etc.):
Page 5 of 7

10. a. 100-year flood elevation:
b. Finish grade elevation of the pump station: • feet.
c. Measures taken to protect the pump station against flooding
11. Summary of FORCE MAIN to be permitted, by diameter and length:
Diameter
(inches)
Length
(linear feet)
High Elevation
(feet)
Discharge Elevation
(feet)
Pump -Off Elevation
(feet)
12. Station location of air -release valves:
Note: Air -release valves must be provided at all high points along the force main where the elevation
difference exceed 10 feet.
Page 6 of 7

Professional Engineer's Certification:
I, , attest that this application for
has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations, and the most recent
versions of the City of Gastonia Standard Specifications, NCDENR Gravity Sewer Minimum Design Criteria,
NCDENR Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains, and the
watershed classification in accordance with NCDENR guidance. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature
and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed
design. I further attest that all offsite easements required for the sewer extension installation as shown
on the plans have been acquired and legal proof for the acquisition is available upon request.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification:
attest that this application for
has been reviewed by me and is accurate
and complete to the best of my knowledge. I understand that if all required parts of this application are
not completed and that if all required supporting information and attachments are not included, this
application package will be returned to me as incomplete. Furthermore, I certify that upon complete
installation of the sewer extensions permitted through this application form, the subject sewer extensions
shall be dedicated to the City of Gastonia.
Signature: Date:
Approval:
The permit cited in the foregoing application is hereby approved insofar as the protection of public health
is concerned as provided in the regulations, standards and criteria adopted under the authority of Chapter
14, Article II. Division 2. Water & Sewer Extensions, Section 14-141 of the Code of Ordinance for the City
of Gastonia, with the following provisions:
This permit is issued with the understanding that upon installation of such sewer extensions, the project
shall be dedicated to the City of Gastonia, who will operate the installation to the best accepted practice
and in accordance with the recommendations of the State of North. Carolina Department of Environment
and Natural Resources. The official copies of plans accompanying this application have been sealed and
stamped with the serial number of this application . Only such plans are included in
this permit approval and any erasures, additions or alterations of the proposed sewer extensions will make
such approval null and void.
Date: Approved By:
Updated_07-09-2010
Page 7 of 7

Great Place. Great People. Great Promise.
Engineering Standards
P.O. Box 1748 ° Gastonia, NC 28053-1748 ° Phone: [phone] ° Fax: [phone]
www.cityofgastonia.com
(Date)
(Name)
(Company, if applicable)
(Address)
(City, State, Zip)
Subject: Permit # -S
Dear (Name):
In accordance with your completed application dated , we are forwarding herewith permit
number .. -S, dated , to you for the construction of a sanitary sewer extension
to serve
This permit shall be effective from the date of issuance until rescinded, and shall be subject to the
conditions and limitations as specified therein.
If any conditions or limitations contained in this permit are unacceptable to you, you have the right to
appeal any such conditions to the office of the City Engineer within thirty days of issuance of said
permit.
Construction shall not commence prior to the issuance of a Notice to Proceed at the Pre -Construction
Conference.
Upon completion of the permitted extension, a certification must be received by the City of Gastonia,
Engineering Division, from your Engineer certifying that the sanitary sewersystem extension has been
installed in accordance with the approved plans and specifications. The certification statement is on
page two of this permit. Please return a copy of the permit with your Engineer's certification statement
completed. The construction will not be accepted by the City until the certification statement is
received.
One (1) set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact at
Sincerely,
THORNE A. MARTIN, PE
Assistant City Engineer

3. This permit is effective only with respect to the nature and volume of
wastes described in the application and other supporting data.
4. The facilities shall be properly maintained and operated at all times.
5. This permit is not transferable.
6. Completion of construction and prior to acceptance and operation of this
permitted facility, a certification must be received from a professional
engineer certifying that the permitted facility has been installed in
accordance with the approved plans and specifications.
This approval is given with the understanding that upon installation of such
works, the project shall be dedicated to the City of Gastonia who will operate
the installation of the best accepted practice and in accordance with the
recommendations of the Division of Health Services.
The official copies of plans and specifications accompanying this application
have been sealed and stamped with the serial number of this application
-S. Only such plans and specifications are included in this approval and
any erasures, additions or alterations of the proposed improvements will
make up such approval null and void.
PERMIT NO. DATE ISSUED:
THORNE A. MARTIN, PE
Assistant City Engineer
I, . as a duly registered Professional Engineer
in the State of North Carolina hereby certify that construction of these
permitted facilities has been completed within substantial compliance and
intent of the approved plans and specifications.
Signature Registration No. Date

4. The facilities shall be properly maintained and operated at all times.
5. This permit is not transferable.
6. Completion of construction and prior to acceptance and operation of this
permitted facility, a certification must be received from a professional
engineer certifying that the permitted facility has been installed in
accordance with the approved plans and specifications.
This approval is given with the understanding that upon installation of such
works, the project shall be dedicated to the City of Gastonia who will operate
the installation of the best accepted practice and in accordance with the
recommendations of the Division of Health Services.
The official copies of plans and specifications accompanying this application
have been sealed and stamped with the serial number of this application
-S. Only such plans and specifications are included in this approval and
any erasures, additions or alterations of the proposed improvements will
make up such approval null and void.
PERMIT NO. DATE ISSUED:
THORNE A. MARTIN, PE
Assistant City Engineer
I, . as a duly registered Professional Engineer
in the State of North Carolina hereby certify that construction of these
permitted facilities has been completed within substantial compliance and
intent of the approved plans and specifications.
Signature Registration No. Date

6y
UTILITIES § 14-141
Sec. 14-109. Electric service lines, conduits, etc.
All conduits, inside works, switches, fuses, circuit breakers and meter loops shall be
installed and maintained by and at the expense of the consumer, provided that when service
lines are placed underground, the city may elect to participate by contributing an amount not
to exceed the cost of comparable overhead installation. Where service wires are to be led to any
placeor to any apparatus within a building, such additional connection expense will be borne
by the consumer. When a service connection has once been made, and there is a request from
the consumer that it be changed, such change shall be optional with the city, and at the
expense of the consumer.
(Code 1982, § 14-48)
Sec. 14-110. City inspection.
By making application for service the consumer agrees that the city possesses the right to
inspect the private water distribution systems, water connections, sewage collection system
and sewer connections before they are connected to the city water and sewer systems. The city
shall be given notice to inspect before the pipes are covered and the systems are connected.
(Code 1982, § 14-49)
Sec. 14-111. Irrigation services.
(a) Irrigation meter requirement. In accordance with G.S. 143-355.4, all new in -ground
irrigation systems installed after adoption of this section that will be supplied water from the
water system shall be a separate service connection to the water system and the water
consumption shall be measured through a separate irrigation meter.
(b) Methods of connection. An irrigation service line may be installed as a standard water
tap to the main parallel to the existing water service or as an irrigation service addition to the
existing domestic water service. Either method of connection shall be performed by the public
works andutilities department or a licensed contractor and shall be installed in accordance
with the city standard specifications and standard details. A licensed contractor must obtain
approval from the public works and utilities department prior to installing any irrigation
service line. The irrigation service shall be inspected and approved by the city prior to being
placed into service.
(Ord. No. 09-574, § 1, 12-1-09)
Secs. 14-112-14-140. Reserved.
DIVISION 2. WATER AND SEWER EXTENSIONS '
Sec. 14-141. General principles of water and sewer line extension.
(a) No sewer line or water main may be connected to the city's water or sewer system unless
such line or main (i) is properly designed and constructed to service the properties intended to
be served directly by such line or main and (ii) is of a size and design sufficient to accommodate
any necessary expansion of the water and sewer system to serve other properties, including
fire hydrant protection.
Supp. No. 53 CD14:23

§ 14-143 GASTONIA CITY CODE
sufficient funds budgeted for such, and each request will be reviewed by the engineering
standards division for recommendation to the council. The developer shall make application to
the city by each April 1, for any reimbursements to become due in August of each budget year.
(c) Water and sewer extensions from the basic water and sewer facilities described in
subsection (a) to individual customer services may be made by or through the city for the
following reasons:
(1) The need to protect health, public safety and welfare.
(2) Upon request of property owners of existing development.
(3) Upon application of developers of new development, including business activities,
industrial development, residential development and similar ventures.
(d) All applicants for connection to the city's water or sewer service line shall pay all
applicable charges and fees as set forth in the schedule referenced in section 14-19.
(Code 1982, § 14-58; Ord. of 1-21-86; Ord. of 7-21-87; Ord. of 10-18-94, § 16; Ord. No. 04-472,
§ 3, 11-2-04; Ord. No. 10-581, § 2, 5-4-10; Ord. No. 10-583, § 3, 8-3-10)
Sec. 14-144. Extensions for need and existing development.
(a) All water and sewer extension from the basic facilities described in subsection 14-143(a)
to individual customer services for need or existing developments will be made by the city's
utility department, or approved licensed contractors.
(b) Extensions of water and/or sanitary sewer service within the service area of the city
shall be made upon petition as described in subsection (b)(1) except in those cases described in
subsection (b)(2) in which cases the city shall order the service constructed without petition.
The costs of such extension shall be specially assessed as hereinafter provided.
(1) Apetition for extension of water and/or sewer service shall be on a form provided by the
city and shall designate by a general description the improvements proposed and shall
request that the same be made in conformance with the provisions of this division and
that such proportion of the cost of each of such improvements as may be specified in the
petition be specially assessed against the property abutting on the street or streets or
part thereof in which or on which such extensions are proposed to be made. The
petition shall be signed by at least a majority in number of the owners, which majority
must own at least a majority of all lineal feet of frontage of the lands abutting the
street or streets or part of the street proposed to be served by the extension. For
purposes of the petition all owners of undivided interests shall be deemed and treated
as one person and such land shall be sufficiently signed for when the petition is signed
by the owner or owners of a majority in amount of such undivided interests; provided
that for purposes of this section the word "owner" shall be considered to mean the
owners of any life estate or of estate of inheritance but shall not include mortgagees,
trustees of a naked trust, trustees under deeds of trust to secure payment of money, or
Supp. No. 55 CD14:26

UTILITIES § 14-145
lienholders. Upon the filing of such petition with the city, the clerk or other person
designated by the council shall investigate the sufficiency of the petition, and if found
to be sufficient, shall certify the same to the governing body.
(2) Whenever it is determined by the council based on evidence presented that an area
within the corporate limits is without water or sewer and that the protection of the
public health requires that water and sewer extensions be made into such area and if
in the opinion of the council the abutting property will be benefited by said improve-
ment to the extent of the portion of the cost to be assessed against such abutting
property, the council may without petition of a majority of the property owners order
the extension of such lines.
(3) Upon receipt of a petition certified as sufficient or upon a determination pursuant to
subsection (b)(2), the council shall follow the procedure set out in chapter 160A, article
10, of the North Carolina General Statutes as amended concerning special assess-
ments.
(4) The council may adopt such rules and regulations as are necessary to carry out the
requirements of this division.
(Code 1982, § 14-59; Ord. of 1-21-86; Ord. of 6-2-87; Ord. of 7-21-87; Ord. of 10-18-94, § 17; Ord.
of 8-1-95, § 3; Ord. No. 10-581, § 3, 5-4-10)
Sec. 14-145. Extensions for new development.
(a) All water and sewer extensions for new development will be made by the city's utilities
department or approved licensed contractors. These extensions will be financed by the
developer or owner, and water and sewer user charges including, but not limited to, system
expansion fees, and the procedures set forth in this section will be followed for such extensions.
All applicable charges and fees as set forth in the schedule reference in section 14-19 shall be
paid with respect to such extensions.
(b) Any person desiring to install any water or sewer line to new developments within the
city's service area. to be connected to and served by the water and sewer system of the city shall
make application therefore to the engineering standards division on forms designated and
provided by the city and shall furnish such information or exhibits as are required by such
application forms.. With such application, the applicant shall:
(1) Pay to the city the nonrefundable application fee set forth in the city's schedule of fees.
(2) Submit 12 copies of engineering plans, profiles and specifications of such water main
or sewer line, including those for any required fire hydrants, valves, manholes, sewer
lift stations, force mains or collector sewer lines necessary in connection therewith, to
the city engineer for approval.
The engineering standards division will prepare the amount of reimbursements to be made
under this division and such amount(s) shall be included in the contract. If the application is
approved, the city attorney shall prepare a written contract between the city and the applicant
in accordance with the provisions of subsection (c) and other provisions of this division.
Supp. No. 55 CD14:27

J
§ 14-145 GASTONIA CITY CODE
(c) Any person desiring to install any water or sewer line to new developments within the
city's service area to be connected and served by the water and sewer system of the city shall
make application, and obtain a permit pursuant to the city's local water and sewer approval
program as described in subsection 14-141(f). A nonrefundable application fee in the amount
established in the city's schedule shall accompany the application.
(d) No water main or sewer line may be installed and connected to the city water or sewer
system except after the permit required by subsection (c) has been obtained and a written
contract approved by the city and executed by the city and the applicant. The city manager
shall be authorized to execute any contract provided for herein according to the limits
established in the city's standard bidding procedures. All contracts shall incorporate the
substance of the following provisions:
(1) Installation of any water main or sewer line, including any required fire hydrants,
valves, manholes, sewer lift stations, force mains or collector sewer lines necessary in
connection therewith, shall be done by the applicant, if the applicant under the laws
of North Carolina is permitted to make such installations, or by a contractor of the
applicant licensed by the State of North 'Carolina to make such installations. Such
installations shall be done in accordance with engineering plans, profiles and specifi-
cations approved by the engineering standards division, and a copy of the same shall
be endorsed as to such approval for the applicant's use. The applicant shall be
responsible, at his own expense, for the preparation of any such required plans,
profiles and specifications, for obtaining approval for sewer line and water line
extensions either under the local program described in subsection (c) hereof or from the
North Carolina Department of Environment and Natural Resources, Division of
Environmental Health and from the Division of Water Quality respectively, and/or any
other review agencies so designated, and for any other engineering fees in connection
with the installation of such utilities.
(2) The installation of the utilities shall be subject to the inspection and supervision of the
city during construction, and the connection thereof to the city water or sewer system
shall not be made or maintained until the same shall have been tested under
supervision of and the written approval and acceptance of such installation given by
the engineering standards division. After such approval and acceptance, the city shall
thereafter repair and maintain the same, except the applicant shall be responsible for
defects in workmanship or materials or any noncompliance with the plans and
specifications that appear within one year after such acceptance.
(3) Installation of such utilities shall be done and completed at the sole expense and
responsibility of the applicant, free and clear of all claims or encumbrances. Permitted
utilities shall be under construction within 12 months of the contract date. If for any
reason substantial progress is not attained within a 12-month period the contract shall
become null and void.
(4) The applicant shall, at his expense (including attorney's fees and recording expenses)
obtain for or provide. to the city such perpetual rights -of -way or deeds as shall be
Supp. No. 55 CD14:28

UTILITIES § 14-145
specified by the city for the construction, maintenance and operation of such utilities,
including any encroachment agreements that may be required from the North
Carolina Department of Transportation, railroad, or any other public utility.
(5) Upon completion of the utilities and the connection thereof to the city's water and
sewer system, the water main or sewer line and any fire hydrants, valves, manholes,
sewer lift stations, force mains or collector sewer lines required in connection
therewith shall thereupon and thereafter be the entire and sole property of the city and
under the sole and exclusive control of the city.
(6) . Neither the applicants nor any other person shall be entitled to any service. laterals
from any water main or sewer line installed by the applicant except upon permission
of the city and the payment of any water meter or any other water or sewer service
connection charges therefore as required by the ordinances or regulations of the city,
including, but not limited to, the system expansion fee.
(7) If a water main, sewer line, sewer force main or collector line shall be required by the
city in excess of eight inches in size to provide for the expansion of water or sewer
service to other properties, then the city will agree to reimburse the applicant the
difference in the cost of the pipe material for any such water main, sewer line, sewer
force main or collector line in excess of eight inches in size and the cost of eight -inch
pipe for any such water main or sewer line, such difference in cost to be determined by
the engineering standards division and stated in the contract. However, the city will
not agree to refund any such difference if any such water main or sewer line in excess
of eight inches is necessary to serve the property intended to be then served thereby.
In addition, if in order to provide for the expansion of sewer service to other properties
a sewer pump station larger in size or capacity than necessary to serve the properties
intended to be then serviced by the sewer installations shall be required by the city,
then the city will agree to reimburse the applicant the difference in the cost of a sewer
pump station that otherwise would be adequate to serve such properties intended to be
then serviced and of the sewer pump stations required by the city to be installed, such
difference in cost to be determined by the engineering standards division and stated in
the contract. Any such cost differences which the city agrees to refund shall be due and
payable without interest to the applicant in August following the first April 1 after the
date on which the utilities to be installed under the contract have been completed, and
accepted and approved by the city.
(8) The applicant shall agree to indemnify and save harmless the city from any and all
loss, cost, damages, expense and liability (including attorney's fees) caused by accident
or occurrence causing bodily injury or property damage arising from the installation of
such utilities by the applicant or the contractor of the applicant. The applicant or the
contractor of the applicant shall maintain workers' compensation coverage as well as
general liability insurance with a contractual coverage endorsement and automobile
liability insurance with policy limits of not less than $1,000,000.00 per occurrence for
bodily injury and $1,000,000.00 for property damage. The applicant will furnish
Supp. No. 55 CD14:29

§ 14-145 GASTONIA CITY CODE
certificates of such insurance to the city with the provision that the city will be given
30 days' written notice of any intent to terminate such insurance by either the
applicant or the insuring company.
(9) The contract shall be conditioned on the applicant complying with all zoning and
subdivision ordinances and regulations of the city that are applicable to any properties
to be serviced by the utilities, and also any ordinances or regulations of the city for the
operation, control, maintenance and protection of the water and sewer systems of the
city.
(10) In the event the applicant violates any of the terms of the contract, the city shall have
the right to declare all or any of the rights of the applicant under the contract forfeited,
and to remove and disconnect any connections that might have been made to the city's
water or sewer system.
(e) Without limiting the right of the city to disapprove for any reason whatsoever the
execution of any written contract between an applicant and the city prepared in accordance
with this division, the city will not approve any contract for the installation of any water main
or sewer line to be connected to and served by its water or sewer system if in the judgment of
the council (i) the projected volume of water that would be used by any properties to be serviced
thereby would unduly tax the available water supply and/or sewage treatment capacity of the
city, or (ii) it would not be financially feasible for the city to commit itself to such cost.
Before submitting a formal application under subsection (b) an applicant may request from the
council an informal advisory opinion on its willingness to allow such service line extension.
Such request shall be filed with the engineering standards division, together with such
documentation as the engineering standards division deems necessary, and the engineering
standards division shall thereafter bring such request before the council pursuant to normal
agenda procedures. An advisory opinion given by the council shall not bind the council to
approve an application submitted thereafter or to execute any contract prepared under
subsection (d).
(f) Whenever offsite water and sewer line extensions are made at the developer's expense,
the city will refund to the developer of the property served by such extension an amount equal
to $11.06 per foot for six-inch or larger water lines, with an additional $513.00 for each fire
hydrant, and $16.86 per foot for eight -inch or larger sanitary sewer lines. The maximum.
reimbursement amounts will be included in the contract. Reimbursements are to be made by
the city to the developer from budgeted funds in annual payments in August of each calendar
year based on certificates of compliance issued by April 1 of the preceding, fiscal year and the
percentage of development completed in accordance with site plans/subdivision plans ap-
proved by the city.
(g) Reimbursements under this section shall be limited as follows:
(1) Notwithstanding the provisions of subsection (f), no reimbursements shall be made
unless the development in question is served with both city water and city sewer.
Supp. No. 55 CD14:30

UTILITIES § 14-171
(2) Notwithstanding the provisions of subsection (f), the developer will be eligible for
reimbursements only during the first five years after the contract has been approved.
(3) An applicant shall submit a request for reimbursement to the city manager by April 1
preceding the fiscal year in which he wishes to be paid those reimbursements he is
eligible for under the terms of the contract. No reimbursements shall be paid unless
the applicant has complied with the above procedure.
(4) No reimbursements shall be made until the engineering standards division receives
and approves the engineer's certification, as -built drawings and dedications or
conveyances of necessary easements and rights -of -way. If such drawings, easements
and rights -of -way are not received by the engineering standards division within 90
days of the tentative approval for acceptance of the water and sewer line extensions by
the city, 20 percent of the eligible refund will be retained by the city for the preparation
of as -built drawings, easements and rights -of -way.
(Code 1982, § 14-60; Ord. of 1-21-86; Ord. of 7-21-87; Ord. of 12-15-87; Ord. of 5-16-89; Ord. of
4-3-90; Ord. of 12-18-90; Ord. of 10-18-94, § 18; Ord. No. 04-472, § 4, 11-2-04; Ord. No. 10-581,
§ 4, 5-4-10; Ord. No. 10-583, § 4, 8-3-10)
Secs. 14-146-14-170. Reserved.
Editor's note —Ord. No. 10-581, § 5, adopted May 4, 2010, repealed § 14-146 in its entirety.
The former § 14-146 pertained to extensions approved prior to October 1, 1982 and derived
from the Code of 1982; § 14-61; an ordinance adopted Jan. 1, 1986; and an ordinance adopted
July 21, 1987.
DIVISION 3. FIRE PROTECTION SERVICE*
Sec. 14-171. Fire hydrants.
(a) The developers of subdivisions and unsubdivided developments, whether inside or
outside the city, may be required as a condition of connecting to the city's water system to
install fire hydrants in accordance with city requirements and specifications. Among other
matters, such requirements and specifications may govern the number, locations, and type of
hydrants required.
(b) The city may contract with a developer to install fire hydrants required pursuant to
subsection (a), but, subject to the reimbursement provisions of article II, division 2, the full cost
of providing for such hydrants shall be borne by the developer.
(c) Connection to the city's water system of any hydrant constructed pursuant to subsection
(a) shall constitute dedication to the city of such hydrant.
*Cross references —Fire protection and fire prevention, ch. 12; minimum housing stan-
dards, ch. 16; subdivisions, ch. 18.
Supp. No. 55 CD14:31

§ 14-171 GASTONIA CITY CODE
(d) In the event any fire hydrants situated outside the corporate limits of the city that are
unmetered and supplied from the city water system are used in fighting or extinguishing a fire,
then the owner of the building or premises on which such fire occurred shall pay the city the
sum set forth in the schedule referenced in section 14-19 for the water used from each such
hydrant.
(e) No person, unless authorized by the city, may draw water or otherwise tamper with any
hydrant.
(Code 1982, § 14-70)
Sec. 14-172. Fire protection service lines.
(a) Subject to the provisions of this division, the city may allow fire protection service
connections to be made to the city's water lines.
(b) Backflow prevention conforming to city specifications shall be installed at such points in
the fire protection system as necessary to assure protection of the water supply.
(Code 1982, § 14-71)
Supp. No. 55 CD14:32

Sewer Permitting Procedure
1. Susan Bell will stamp in new plans when they are submitted. (6 sets required.)
2. Susan Bell will enter the plan information into Hansen and create a project which will
generate a project number. This number will be used as the sewer permit number as well.
3. The plan will be reviewed by staff to verify that it has been drawn to City of Gastonia
standards and meet minimum design criteria.
4. Jamie Johnson or Susan Bell will type the sewer permit and Thorne Martin will sign the
permit and the plans.
5. Susan Bell or Jamie Johnson will create a file folder with a copy of the sewer permit and
other pertinent information.
6. City staff will hold a preconstruction meeting with the contractor, engineer, and owner.
Permitted plans will be distributed at the meeting.
7. The permitted plans and sewer permit will be scanned and linked to GIS by Thomas Smith.
8. A copy of the scanned permitted plans will be placed in the following City directory:
engshare S:\Land Development\Peinuitted Plans, under the permit number. (Folders will be
created as needed using the permit number.)
Quarterly Reports
Quarterly permit reports (action reports) are imported into Excel from Hansen. There should be a
separate report for each WWTP.
An e-mail containing the quarterly permit reports (action reports) should be sent to Deborah Gore
([e-mail]) and Rob Krebs ([e-mail]).
Peninits, plans, and certifications are kept on file a minimum of 3 years and made available to
NCDENR upon request.
Current Staff For Permitting
Susan Bell
Jamie Johnson
Thorne Martin
Thomas Smith
Jimmy Lineman

City of Gastonia - Engineering Department
Water and Sewer Review Check List
Project:
Owner:
Engineer:
Yes
No
N/A
Yes
No
N/A
Yes
No
N/A
General Information
1. Name of Project (w/ Phase #, Section #, or Map #)
2. Name and address of Developer
3. Name and address of Engineer
4. Date of Drawing/Revisions.
5. Vicinity Sketch
6. Legend
7. North Arrow (all applicable sheets)
8. Signature and seal of Professional Engineer on every sheet
9. Street layout (w/names and R/W widths)
10. Lot layout (building layout if multi -family) with dimensions
11. Pavement width on plan view (back of curb to back of curb)
12. Lot numbers
14. Typical roadway section (on at least 1 profile)
15. Match lines (w/Stations on each sheet)
16. Plan/Profile scale (no less than 1"=40' HORIZ., 1"=4' VERT.)
17. Bench mark location and datum to be described with elevations
18. Sidewalk location on plan view
19. All dimensions must be legible
Water Line Information
20. Water line location (north and east sides of the road)
19. Size & type of water line in both plan and profile views
20. Length of main between fittings
21. List all fittings or appurtenances (size and type)
22. Horizontal separation between water, sewer, and other utilities in plan view
23. Depth of water line (shown on profile)
24. Show tees and bends along main by stations
26. Other utility crossings shown with vertical separations in profile view
27. Proper fire hydrant spacing
'Sewer Line Information
28. Size & type of sewer line in both plan and profile views
29. Grade of sewer line in both plan and profile views
30. Invert elevations in profile view
31. Manholes shown by manhole and station numbers in plan and profile views
32. Length of main between manholes in both plan and profile views
33. Manhole rim elevations in plan and profile view
34. Minimum ground cover of 30" if Ductile Iron and in roadway
35. Minimum ground cover of 36" for all types of sewer line other than ductile iron
36. Horizontal separation between water, sewer, and other utilities in plan view
37. Other utility crossings shown with vertical separations in profile view
38. If piers are required, city standard detail cited
39. Location of piers by stations
1

Yes
No
N/A
'Force Main Information
41. Force main location
42. Force main size
43. Force main length
44. Force main type
45. Force main depth
Yes
l
No
N/A
'Sealed Manhole Information
46. Label all sealed manholes
47. Show vents on sealed manholes in profile view
48. Label vent elevation
Yes
No
N/A
Reviewed By:
Flood Study Information
49. Completed FEMA application form MT1/2
50. Narrative on project and submittal explaining any adjustments, revisions, or
omissions to any models
51. Hydrologic computations along with digital files of computer models
52. Hydraulic computations along with digital files of Duplicate Effective, Corrected
Effective, and Proposed midels used.
53. Certified topographic map with floodplain, floodway, and cross-section delineations
54. Annotated FEMA FIRM and/or FBFM to reflect changes due to project
55. Engineers "no -rise" certification
Date:

GRAVITY SEWER DESIGN CHECKLIST
REVIEW AUTHORITY: REVIEW NO.
REVIEW BY: NCP.E. NO.
PROJECT TITLE: DATE:
PERMIT APPLICANT/PROJECT OWNER:
(Check Far Left Blank If Minimum Requirements Not Met And Provide Comments)
1.) Total length of sewer pipe (by diameter size):
Diameter Length
inch lineal feet
inch lineal feet
inch lineal feet
inch lineal feet
inch lineal feet
inch lineal feet
inch lineal feet
Total lineal feet
2.) Type of pipe material
3.) Wastewater strength (domestic, etc.)
4.) Total number of manholes:
5.) Invert elevations given: yes no
6.) Sewer reach - per Diameter: inch inch inch inch
maximum slope:
maximum flowrate: MGD MGD MGD MGD
maximum velocity: fps fps fps fps
minimum slope:
7.) Proposed average daily flowrate: GPD
Proposed peak daily flowrate: GPD (2.5 times average)
8.) Adequate horizontal/vertical separation provide for:
-storm sewers: yes no (12 inch vert. min)
-water main: yes no (18 inch vert. min)
-water main: yes no (10 feet horizontal min)
(benched trench: yes no (18 inch vert. min)
If no, explain:
9.) Pipe cover greater than or equal to three (3) feet: yes no
If no, explain:
10.) Are there any wells within 100 feet of the proposed sewer:
yes no
11.) Construction/Permanent Right -of -Ways indicated: yes no
100-year flood elevations of adjacent streams given: yes no
manhole top elevations given: yes no
12.) Maximum sewer reach length between manholes: lineal feet
Can owner/authority clean this length: yes no
13.) Manhole specifications given: yes no
Adequate manhole foundation: yes no
Shear support for pre-fab manholes: yes no
Drop manholes required: yes no
(invert separation greater than 2.5 feet)
Number of drop manholes:
14.) Pipe bedding and backfill specifications adequate: yes no
Installation methods specified adequate: yes no
Water tight pipe connections and joints: yes no
Adequate support for aerial sewers provided: yes no
15.) Infiltration/Exfiltration test rate specified: yes no 200 GPD/in./mi.
Maximum rate specified GPD per inch diameter per mile length
16.) Does construction, relocation, or rehabilitation of proposed sewers require
maintaining service of existing utilities: yes no
17.) All sheets of plans signed/sealed by NCP.E.: yes no
Cover sheet of specifications signed/sealed by NCP.E.: yes no
18.) Other comments:
I hereby certify that the subject project has been reviewed in accordance with
Division of Environmental Management Guidelines for Gravity Sanitary
Sewers.
Reviewer's Signature
pc/grayswrcklist

SECTION 13.0 SANITARY SEWER.
13.01 Sanitary Sewer Pipe
All sanitary sewer pipe shall be Extra Strength Vitrified Clay, Cement Lined Cast Iron, or Cement Lined Ductile
Iron.
These standard specifications for sanitary sewer pipe are intended for sizes up to and including 1.5" in diameter.
Material and Construction Specifications for pipe sizes in excess of 15" in diameter shall require approval by the City
Engineer.
It is the intent of this specification to provide pipe of the highest standard known to the trade and to provide pipe that
is free from defects in workmanship and materials.
All pipe and other materials shall be first class and no used or second hand pipe or materials will be permitted.
For depths of cover over pipe three feet or less, only cast iron or ductile iron sewer pipe may be used.
For depths of cover over pipe greater than three feet, but less than twelve feet, Extra Strength Vitrified Clay, Cement
Lined Cast Iron or Cement Lined Ductile Iron may be used.
For depths of cover over pipe from twelve feet to twenty-two feet, Extra Strength Vitrified Clay, Cement Lined Cast
Iron or Cement Lined Ductile Iron may be used.
For depths of cover over pipe in excess of twenty-two feet, Cement Lined Cast Iron and Cement Lined Ductile Iron
may be used. Thickness ofCIP/DIP shall be as specified by the City Engineer.
PVC Sewer Pipe may be used as specified in. Section 13.20.
Clearing
The Contractor will be required to clear, remove,or dispose of all natural, artificial, or man made obstructions to the
constructionas indicated on the Project Plans, or as may be evident at the time of the bidding of this Contract. The
Contractor will be required to restore the construction area as close as is practical to the condition he found it. Items
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in which there are "unit price" requests in the Proposal shall be priced so indicated for removal and replacement of
such bid items. There will also be some incidental items in which there is not a unit bid item for, the cost for these
items shall be merged in with the cost per linear foot of pipe installation and other bid unit prices as requested on the
Proposal. No additional payment will be approved for items considered by the City Engineer as incidental to the
construction and evident at the time or bidding.
Environmental Assessment, Corps of Engineer NW Permit 12, and 401 Certification Requirements
No fertilizer shall be applied within 10 feet of streams.
Construction corridors in. Jurisdictional Wetlands shall be limited to 40 feet and must be
minimized to the maximum extent practical.
Measures shall be taken to prevent live or fresh concrete :from corning into contact with waters of
the State until the concrete has hardened.
Restore the Wetland contours as close as practical to those existing prior to construction.
All trees, stumps, roots and other debris shall be removed and disposed of off the site by the Contractor.
Fences, mailboxes, street signs, small shrubs, driveways, roads, sidewalks, curb and gutter, walls, drainage systems,
poles and cables, etc., shall be protected. If damaged they shall be restored by the Contractor to a condition equal to
that existing at the date of award of the Contract. No additional payment will be allowed for this restoration.
All restoration shall be subject to the approval of the City Engineer. Existing shrubbery reset at the Owner's request
will be done so with utmost care, but the Contractor will not be required to guarantee the plants to live.
Minor clearing of opened street rights -of -way is considered incidental to the installation of the sewer line. Therefore,
all cost for minor clearing of open areas and open street rights -of -way shall be included in the Contractor's bid unit
price per L.F. for "Sanitary Sewer Pipe" complete in place. Any large tree removal not to be considered above, will
be identified on the Project Plans and also listed on the Proposal, as a separate pay item.
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(G) All cost for clearing shall be included in the Contractor's bid unit price per. L.F. for "Sanitary Sewer Pipe"
complete in place, unless said work is specifically included on the Proposal as a separate "item" in the bid.
(G) Payment for all sanitary sewer pipe shall include all material, labor, equipment, fittings, clearing, grading,
seeding, munching, tack, dewatering, shoring, trenching, bedding, trench stabilization, tamping, undercut, backlilling,
required fill over and adjacent to pipe, all ditching and creek widening, testing, connecting to existing pipes,
plugging, capping stubs, overhead, profit, insurance, etc., required to provide a complete project, unless such material
or work is specifically included on the Proposal as a separate "item" in the bid. Payment for this item shall be based
on the actual linear feet of pipe measured from center of manhole to center of manhole complete in place for the
depth installed as determined by the City Engineer.. The length measured for payinent for sewer line pipe shall be as
per the Standard Specifications including but not limited to Section 2.56.
Any open cuts approved by the City shall be restored with asphalt/concrete the same day as the disturbance
began. A.11 disturbed areas shall be seeded, mulched, and tacked no later than seven (7) days after the land
disturbing activity started.
No payment for pipe (complete in place) shall be made until the restoration by seed, mulch, and tack of all
disturbed areas and restoration of all paved drives and streets has been completed by the contractor to the
satisfaction of the engineer.
For Special Conditions requiring ferrous material pipe see Section 2. 12.
13.02 Extra Strength Vitrified Clay Pipe
All vitrified clay sanitary sewer pipe used shall be extra strength class pipe. Pipe shall conform to ASTM Standard
Specification C 700-78A or latest subsequent revision. The pipe shall be joined using a compression sleeve
manufactured to conform to ASTM C-425-82 or latest revision.
All vitrified clay sewer pipe shall be extra strength "Uptig_ht" clay sewer pipe as manufactured by Logan Clay
Products Company or an approved equal.
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13.03 Cement Lined Cast Iron Sewer Pipe
Cast Iron Pipe shall be manufactured and tested in the U.S.A. and shall conform to AWWA Specification C 106 and
A.S.A. Standard ##A21.6 or latest revision or conform to AWWA Specification C 108 and A.S.A. Standard #A21.8 or
latest revision.
Cast iron pipe shall be mechanical joint or push -on joint type. Push -on type joints shall be "Bell-Tite," "Fastite" or
approved equal. All joints for cast iron pipe shall conform to the applicable dimensions and weights shown in the
tables in AWWA C-I06 and to ANSI A 21.11 (AWWA. C -I 11) or latest revision. Cement linings for cast iron pipe
shall conform to AWWA. Specification C 104, ASA # A21.4, or latest revision.
Thickness for all Cast Iron Pipe in this contract shall be as recommended for the proposed depth of cover in the
"Handbook of Cast .Iron .Pipe (Ductile Iron Pipe)," third edition as published by the Cast Iron Research Association,
or as shown on the Project Plans, with the minimum being Class 22 for 18/40 iron strength. All Cast Iron pipe shall
be for minimum working pressure of 150 PSI.
All pipe shall be clean and sound without defects that will impair their service. Repairing of defects by welding or
other methods shall not be allowed.
All pipe shall have an outside petroleum asphaltic coating of approximately 1 mil thick. The coating shall be applied
to the outside of all pipe and the finished coating shall be continuous, smooth, neither brittle when cold, nor sticky
when exposed to the sun, and shall be strongly adherent to the pipe.
13.04 Omitted
13.05 Cement Lined Ductile Iron Sewer Pipe
Ductile Iron Pipe shall be manufactured and tested in the U.S.A.-and shall conform to .AWWA Specification C 151
and ANSI Standard #A2.1-51 or latest revision.
Cement linings for ductile iron pipe shall conform to AWWA Specification C 104.
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Ductile iron pipe shall be mechanical joint or push -on joint type. Push -on joints shall be "Bell-Tite," "Fastite" or
approved equal. All joints for ductile iron pipe shall conform to the applicable dimensions and weights shown in the
tables in AWWA. C151 and to ANSI A 2.1.11 (A WWA C 111) or latest revision.
All pipe shall be clean and sound without defects that will impair their service. Repairing of defects by welding or
other methods shall not be allowed. All pipe shall have an outside petroleum asphaltic coating of approximately 1 mil
thick. The coating shall be applied to the outside of all pipe and the finished coating shall be continuous, smooth,
neither brittle when cold, nor sticky when exposed to the sun, and shall be strongly adherent to the pipe.
Thickness for all Ductile Iron Pipe in this contract shall be as recommended for the proposed depth of cover in the
"Handbook of Cast Iron Pipe (Ductile Iron Pipe)," third edition as published by the Cast Iron Pipe Research
Association, or as shown on the Project Plans (with the minimum being Class 51).
Flanged DIP, Polyethylene Encasement - See Section 14.06
Solid Sleeves - See Section 14.09
13.06 Manholes
Manholes shall be built where shown on the plans and shall be in accordance with City Standard No. 71B-1 thru 71 B-
4B and these specifications. Distance between manholes shall vary as shown on the plans, but the maximum distance
between manholes shall be three hundred fifty feet (350') for sewer mains and five hundred feet (500') for outfall
lines.
Inverts are to have a smooth finish and shall confortn to City Standard No. 71 B-4 in cross-section. There shall be a
minimum drop of 0.2 feet within the manhole, but in no case shall it exceed two and one half feet (2-1/2') , unless an
outside drop is constructed.
Manhole walls shall be constructed to a minimum thickness of 6" when standard manhole blocks are used and to a
minimum thickness of 8" when brickis used. This minimum thickness shall be increased by the width of one block
or brick for manhole depths of depth over 14 feet. The bottom of the manhole shall extend a minimum of six inches
(6") below the invert of the sewer. Only clay brick or standard concrete manhole block shall be used unless other
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material is approved in writing by the Public Works/Utilities Director prior to construction, except that precast
concrete manholes may be used provided they conform to Section 13.09 of these specifications.
Manhole bottoms shall be constructed of 3000 PSI Class "A." concrete and shall be a minimum of six inches (6") in
thickness.
When required by the City Engineer, the foundation for the manhole bottoms shall be stabilized by placing No. 57
washed stone in the excavation.
Manhole steps shall be provided and installed in accordance with City Standard Detail 71B-2. Manhole steps shall.
be made with a No. 3 reinforcing rod encapsulated in a polypropylene plastic, and shall be No. PS-1 or PS-1-45, as
manufactured by M.A. Industries, Inc., or approved equal.
Cast iron manhole covers and frames shall be furnished and installed in accordance with. City Standard No. 71B-1.
Manhole covers and frames shall be set in mortar with even bearing.
As a normal policy, all manhole rim elevations in well maintained areas such as streets, parking lots, yards, ball
fields, etc., shall be set flush with the existing grade. Manhole rims set in fields, pastures, woods, etc. , shall be set 6"
above the natural existing grade and backfilled flush with the rim with a maximum slope of 4:1. Manhole rims in
flood plain areas, shall be set two (2) feet above the 100 year flood elevation; or a sealed manhole shall be set flush
with the natural existing ground and vented according to Standard Detail 71B-4A and as shown on the project plans.
The City's inspector may vary from this policy if special field conditions warrant it.
Plugs and sealed stubs shall be placed as required by the plans or as directed by the City Engineer.
The outside of the manhole shall be plastered with a 1:2 mortar mixture. Cracks between manhole blocks or brick
shall be plastered thoroughly.
All iron work, in and about the manhole, shall be protected from rust.
The masonry height for adjustment of grade above the cone shall be 12 inches maximum.
Manholes shall be cleaned, and in good order, and so kept until final acceptance of the job.
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Block and brick manhole specifications are included herein for use with the repair of existing structures only.
All new (proposed) manholes shall be as specified in Section 13.09 herein.
13.07 Manhole Brick
All manhole brick used shall be hard rough, sound clay brick of first class quantity, especially suitable for this class
of work and shall conform to A.STM Standard No. C-62 or latest subsequent revision. Over -burned brittle brickor
brick from benches of kilns shall not be accepted. The brick shall be set at the time of laying, except when liable for
freezing. The brick shall be laid with full shove joints, filling up the joints with mortar and the thickness of the joints
on the inside of the walls must not be more than three -eighths (3/8") of an inch in width.
13.08 Manhole Block
All manhole block used in construction shall be a standard six. inch (6") thick concrete manhole block and shall
conform to ASTM Standard No. C-139 or latest subsequent revision and shall be those manufactured by Metromont
Materials of Charlotte, North Carolina, or an approved equal. The manhole shall be constructed of two (2) types of
block, the barrel block and the battered entrance block. The barrel block shall form the main body of the manhole
and shall form a cylindrical section. The Standard inside diameter of the cylinder shall be four feet (4') for manholes
up to fourteen feet (14') in depth and five feet (5') for manhole sections greater than fourteen feet (14') in depth. The
top battered section shall form a conical section which shall have a four foot (4') diameter base and shall be
constructed of four (4) courses of eight inch (8") high battered blocks. These blocks shall be designed so as to reduce
the inside diameter by six inches (6") per course. The top diameter of the manhole shall be twenty-four inches (24"),
and shall be the standard opening needed for the cast iron manhole ring. The blocks shall be embedded in a mortar
bed to form 1/2" horizontal mortar joints and shall be laid end to end without mortar on ends. As each course is
completed, the end openings shall be filled with mortar and shall be rodded thoroughly to form a watertight seal
between blocks.
13.09 Precast Manholes
All precast manhole sections and components shall conform to ASTM C-478-72 or latest subsequent revision.
Precast manholes shall be those as manufactured by Tindall Concrete in. Spartanburg, South. Carolina,
Brooks/Oldcastle in Charlotte, North Carolina, Foltz Pipe Company in Winston-Salem, North. Carolina, Universal
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Concrete Products in Harrisburg, North. Carolina, Materials Supply Co. in Charlotte(Lexington. Plant), N.C.,
M. etrornont :Meterials, Corp., in Greenville, S.C., and Tru-Contour in Harrisburg, N.C.; but in all cases shall meet all
provisions contained herein..
Precast manhole sections shall consist of circular sections with nominal inside diameters of 48" and 60". Heights of
the sections may be in multiples o:f 12" at the option of the Contractor. The nominal wall thickness for 48" and 60"
diameter sections shall be minimum of 5", and shall be designed to support all dead load and HS-20 traffic loads.
Reinforcement for precast manhole sections shall consist of a single cage of steel, placed at the approximate center of
the wall section. The 48" diameter sections shall have :not less than 0.12 square inches of circumferential steel per
linear foot of barrel and the 60" diameter section shall have not less than 0.17 square inches of circumferential steel
per linear foot of barrel. The cage steel shall be welded at every circumferential wire, or lapped 40 wire diameters
and tied. The welded splice shad develop a tensile strength of 50,000 PSI of the wire diameter.
Joints between sections shall be tongue and groove, and shall provide 0.10' nominal annular space, height shall be 4".
Joint surfaces and tolerances shall be as per ASTM C-361. All joints shall be sealed with either an "0" ring seal
conforming to ASTM C 443, or with an approved Butyl Rubber Sealant conforming to Federal Specification SS-S-
2.1.0A, A.ASHTO M-198, for. Type B-Butyl :Rubber. Approved sealants are "K.ent Seal No. 2, "Conseal CS-102 or
CS-202", RuVan R.V30, Press -Seal "Pro-Stik", "Bidet)" Sealants, ".Butyl-Nek", and "E-Z Stik", or approved equal.
Care is to be taken with the Butyl Rubber Sealant to make sure manufacturer's recommendations and overlaps are
properly followed. Butyl Rubber Sealant shall be kept in original containers, stored in a cool area and kept free from
foreign materials.
Manhole steps shall be cast, drilled, or firmly grouted in place so as to ensure completely watertightness, any step
holes shall not extend through the manhole wall. Steps shall be spaced at 16" centers and installed so as not to
interfere with the reinforcing steel. Steps shall be No. 3 reinforcing rod encapsulated in a polypropylene plastic, No.
PS-1 with a depth ring, as manufactured by M.A. Industries or approved equal.
No more than two lift holes shall be cast into each section. Holes shall be located so as not to damage reinforcing
steel or expose it to corrosion. Steel loops may be provided for handling, in lieu of lift holes.
Precast conical eccentric transition sections shall be provided for :reductions in diameters. The transition manhole
sections shall conform to the cross-section as shown on City Standard No. 71 B-4. The height of the transition section
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shall not be less than 24". Transition and barrel sections shall be free from fractures, cracks and surface roughness.
All manhole components shall be capable of producing a watertight structure. Special Engineer's approval is required
to use flat transition slabs or flat tops.
Manholes shall have precast concrete bottoms with integral walls extending to a minimum of six inches (6") above
the top of the highest pipe line, except as shown on the plans. Precast manhole sections shall be affixed to a
monolithic poured bottom to provide a watertight seal, and constructed in accordance with City Standard Drawing
No. 7I B-4. Pipe openings shall have a cast-inplace rubber sleeve or rubber boot complying with ASTM C 923
designed to provide a flexible watertight seal around the pipe and between the sleeve/rubber boot and the manhole.
Approved boots are "PSX", "Kor-N-Seal", and "EPCO". The cone section shallbe the eccentric type, unless
approved otherwise for a specific location for each use.
Inverts of the manhole shall be constructed as specified in Section 13.06 of these specifications. Inverts shall be
poured -in -place, using the base section as form, and shaped as required for the proper flow. Separate pour pre -cast
inverts may be used, approval required.
Holes or openings left in barrel sections for pipe connections shall be constructed so as to provide a minimum
clearance between pipe and edge of opening as recommended by the manufacturer of the boot to be installed. This
space may need to be mortared to produce a watertight seal and support the pipe, see the manufacturer's
recommendations.
Alkalinity of the concrete used for the manholes shall be adequate to provide a Life Factor, AZ equal to the calcium
carbonate equivalent times the cover over the reinforcement of no less than 0.35, for bases, risers, cones, transition
and adjustment pieces.
Chemical Admixtures shall be as per ASTM C 494. Calcium chloride or admixtures containing calcium chloride
shall not be used.
Any interior patching of wall penetrations shall be by using a two -component epoxy gel, solvent free, moisture
insensitive, high modulus, high -strength, structural epoxy paste adhesive meeting ASTM C-881, Type I and II,
Grade 3, Class B and C, Epoxy Resin Adhesive.
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The masonry height for adjustment of grade above the cone shall be 12 inches maximum. Butyl rubber sealant shall
be provided between the frame, grade rings, and all manhole sections.
Corrosion Protection for .Manholes
1. Where corrosive conditions due to septicity or other causes are anticipated, consideration shall be given to
providing corrosion protection on the interior of the manholes.
2. Where high flow velocities are anticipated, the manholes shall be protected against displacement by erosion and
impact.
Tie-ins at existing manholes shall be constructed to the same standards as specified for new manholes herein. Any
exceptions shall be as approved by the Engineer. Payment for all "Tie-in at Existing Manholes" shall include all
labor, equipment, and materials necessary to tie the sewer line into the existing manhole.
(G) Payment for manholes shall include all material, labor, and equipment necessary to install the manholes to
comply with the Project Plans and bid documents. Payment for this item shall be based on the actual number of
manholes complete in place, for depth installed as determined by the City Engineer.
13.10 Cement
Cement used shall .be of a high grade Portland Cement of a brand approved by the City Engineer. It shall meet
AASI TO :M-85-49 or latest subsequent revision. Cement shall be .newly manufactured, well housed and preserved
dry for use. No cement which has been injured by age or exposure shall be used.
13.11 Sand (Fine Agaregate)
All sand used shall be clean, sharp coarse grain sand and shall be free from clay, loam or organic matter and shall be
subject to the approval of the City Engineer.
13.1.2 Water
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Water used in Portland Cement mortar or concrete shall be free from oil, alkali, or other organic substances. No free
use of City water will be permitted. If water is used from City's supply, the Contractor shall make arrangements with
the City Utilities Department, and shall be required to pay for such water used.
(G) On City let projects, the city will allow the use of City water for construction without any additional charge. This
will be subject to availability and to all City Departmental Policies, Backflow prevention and metered use will be
required, the contractor shall supply all necessary egniptment, materials, and labor. See section 2.03.
13.13 Mortar
Mortar for brick work shall be composed of one (1) part Portland Cement to three (3) parts fine aggregate. Mortar
for plastering shall be composed of one (1) part cement to two (2) parts fine aggregate.
During cold weather, mortar and brick work may be placed when the air temperature in the shade is 40° Fahrenheit
or above and rising. 1t may not be placed When the air temperature in the shade is 42° Fahrenheit and falling.
13.14 Concrete
Concrete used shall consist of Portland Cement, fine aggregate, coarse aggregate, water and admixtures to a design
mix approved by the City Engineer. It shall have a twenty-eight (28) day compressive strength of 3000 PSI.
No water shall be added to the mix, except that called for in the mix design. Water added to th.e concrete enroute to
the job site or on the job site shall be reason enough to reject the batch and have it removed from the job.
13.15 Manhole Frames and Covers
All castings shall be of good quality cast iron manufactured on Number One grade scrap or equivalent. No other
casting shall be considered. Castings must be free from blow holes, sand holes and any other defect, and shall
conform strictly to the dimensions shown on the City's Standard Drawing No. 71B-1. Gray Iron castings may be
supplied with "no paint". Weight of the manhole ring and cover shall be approximately 310 Pounds.
Machining on certain parts of the manhole ring and cover shall be required. That portion of the manhole cover which
is to be machined shall be the horizontal surface on the underside which comes in contact with the ring, This
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machined surface shall be 1 3/8" in width along the full circumference of the cover. That portion of the manhole ring
or frame which is to be machined shall be the inside horizontal surface upon which the cover sits. This machined
surface shall be one inch (1") in width, along the full circutnference of the ring.
The machining described above shall be so accomplished so as to leave the machined surfaces in a true even plane, so
that when the cover is placed on the ring in any position, the machined surfaces will be in full contact and even
bearing, with no tilting or rocking motion. The machining to be done is in no way intended to decrease the thickness
of the parts machined, but will have the dimensions shown on the City's standard drawing.
Locking Watertight Covers for Outfall Construction
Locking watertight frames and covers shall be used on outfall construction. Frames and covers shall be produced
from ASTM A 48-74, class 30 iron. The minimum weight of the frame and cover shall be 310 pounds, as per Detail
71B-1.
The frame flange shall have four one -inch holes at 90 degrees for anchoring the flange to the concrete manhole with
4 each - 5/8" dia. bolts. The Contractor shall coordinate the bolt circle diameter with the manhole and frame
suppliers. The cover shall have four holes for bolts at 90 degrees for locking the cover to the frame. The frame shall
be tapped and the cover attached using four hexhead 1/2" X. 1-3/4" brass or stainless steel bolts. A. neoprene gasket
shall be provided between the cover and the frame seat. Butyl rubber sealant shall be provided between the frame,
grade rings, and all manhole sections. Vulcan's (E.J.1.W.) watertight cover V-2384 and U. S. Foundaty's USF 669
& KL with BWT cover meets these requirements. Only frames and covers manufactured and tested in the U.S.A.
will be allowed.
Manhole covers are to be provided withtwo one -inch diameter holes for ventilation, unless the Project Plans
indicate that the manhole is to be vented to a specified elevation or a sealed manhole indicated. Vented manholes
shall be as indicated on the project details and Std. Detail 71 B-4a as revised 1/05/95 or later revision.
(G) Payment for all manholes shall include all material, labor, and equipment necessary to install the manholes to
comply with the Project Plans and bid documents. Payment for this item shall be based on the actual number of
manholes complete in place, for depth installed as determined by the City Engineer.
13.16 Concrete Encasing for Pipe
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Encasing for pipes shall consist of plain 3000 PSI Class "A" concrete as a protective cover and reinforcement poured
and formed to the cross-section as shown in City Standard Detail 71B-15.
This protective cover shall be required when shown or indicated on the plans, or when directed by the City Engineer.
13.17 Laying Pipe and Making Joints
The pipe shall be laid beginning at the lower or down -stream end of the line and shall progress continuously
upstream. Under no circumstances shall the Contractor leave out any section of the line to work on another portion
further upgrade, without first securing written approval from the Engineer.
Each joint of pipe shall be laid according to manufactures recommendations and, in accordance with latest revision
of A.STM Standard No. C-12 for Clay Pipe, and according to A.WWA H1-67, AWWA C-150, .AWWA C-600 and
ASTM A-746 for Cast and Ductile Iron Pipe. Care shall be taken in placing pipe so that prior made joints are not
disturbed. Competent pipe layers shall be required for pipe installation. Lines that do not exhibit true line and grade
or have structural defects shall be corrected at the Contractor's total expense. Refer to Section 15.00 also.
At the end of each days work, the Contractor shall plug all pipe ends.
Trench Preparation
The Contractor shall prepare the pipe trench according to the "Project Details, and to the Standard Specifications"
including but not limited to Sections 10.03, 10.04, 13.0, 14.0, and 15.0 thereof and pipe manufacturer's
recommendations.
Class B Bedding
Class B bedding shall consist of bedding the pipe in compacted granular material placed on a flat trench bottom, after
jointing of the pipe, extending the compacted granular material along the sides of the pipe to the level 1/2 the
diameter of the pipe, and the placement of compacted select backfill material to a depth of 6" above the top of the
pipe, all as specified herein and detailed on the Drawings.
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:Depth of compacted granular material under the pipe shall be :not less than 4".
The granular material shall have a width equal to the width of the pipe trench and the length as indicated on the
Drawings or as directed by the Engineer. Granular material used for Class B bedding shall be washed stone
conforming to the gradation requirements of the N.C. Department of Transportation standard specifications for No.
57 standard size aggregate. Granular material shall be placed in layers not more than 6" in thickness and each layer
thoroughly tamped with approved mechanical tampers being extremely careful to completely fill all spaces under and
adjacent to the pipe. The granular material shall be placed under and adjacent to the pipe by hand if necessary to
completely fill all spaces under and adjacent to the pipe. (G) All costs for providing Class B bedding as specified
above shall be included in the unit price for pipeline installation.
Class C Bedding
Class C bedding shall consist of granular material complying with the requirements specified for Class B bedding,
except that granular material shall extend up the pipe barrel at least I /6 the outside diameter of the pipe. All other
aspects of granular material gradation, backfilling, compaction, etc., shall be as specified for Class B bedding. (G) All
costs for providing Class C bedding as specified above shall be included in the unit price for pipeline installation.
Class D Bedding
Class D bedding shall consist of square cut trench bottom with bell holes. Wherever rock is encountered for Class D
bedding conditions the rock shall be removed for at least 6" below pipe and replaced with compacted backfill to the
required pipe bedding grade. (G) All cost for providing Class D bedding as specified on the Project Details shall be
included in the bid unit price for pipeline installation.
Concrete Encasement
Concrete encasement shall be made of 3000 psi class concrete and shall be constructed in accordance with details
shown on the Drawings. The Contractor shall submit for approval of the Engineer his proposed method of supporting
the sewer to maintain line and grade while the concrete encasement is being constructed. All concrete encasement
shown on the Drawings shall be included in the base bid and any additions to or deductions from this amount ordered
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by the Engineer shall be adjusted on the basis of the unit price stated in the Contractor's bid for non -reinforced
concrete encasement, per cubic yard, complete in place. All concrete encasement placed without the prior order of
the Engineer shall be at the Contractor's expense. Also, see section 13.16.
Trench Stabilization (#57 washed stone) will be required when a wet or poor subgrade condition is encountered by
the Contractor and when in the City Engineer's opinion other proper foundations cannot be provided. Refer to
Standard Specifications Section 15.04 for additional requirements.
(G) All cost for trenching, backfilling, backfill material, trench stabilization (#57 washed stone), etc. shall be
included in the Contractor's bid unit price for pipe complete in place.
Rock Excavation
Excavation of hard rock, ledge rock, or boulders larger than two cubic yards which can not be ripped, clawed, etc.,
and or removed by conventional construction :methods will be considered as Rock Excavation.
All blasting operations (use of explosives) shall be conducted in strict accordance with existing laws, rules, and
regulations relative to the storage and use of explosives. Blasting shall be performed only by experienced personnel
working according to accepted practice. The Contractor shall be responsible for securing all necessary permits
including, but not limited to the City Fire Department. The Contractor shall comply with the City's Standard
Specifications including, but not limited to Section 2.08. Extreme care shall be exercised by the Contractor to
prevent injury to any existing pipes, water, sewer, gas, poles, wires, cables, drains, buildings or other structures or
utilities either below or above the surface of the ground. The Contractor shall be solely responsible for any and all
damage resulting from the use of explosives. Where there is any possibility of damage being caused by blasting it
may be necessary to resort to drilling, wedging, and splitting to remove the rock.
Any rock encountered shall be excavated six inches (6") below the subgrade of the pipe bed. See Pipe Material for
payment of unsuitable material and/or backfill material. (G) Payment for rock excavation. shall include all labor,
materials, and equipment necessary to :remove the previously described rock. and deposit it off site in a Contractor
supplied spoils area or, if an area is approved by the Engineer, with the Project Limits.
(G) Payment for rock excavation shall be as per the Contract unit price as established in the Proposal. The quantity
shown is estimated and is approximate. Payment shall be based on the actual quantity approved as Rock Excavation.
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13.18 Testing
The Contractor shall make the construction site and pipe installation available to the City Engineer or his
representative at all times for performing tests on the materials and construction. These tests shall include, but not be
limited to, the following:
(a) Compaction of Ditch
Backfill material shall be thoroughly tamped as specified in Section 6.06 of these specifications and
shall be tested in accordance with AASHTO T99-57 test procedures for field density.
(b) Alinment and Grade
The alignment and grade of the line shall be checked during installation by the use of blue top grade
stakes. The lines shall be laid straight, within one fourth (1/Q") inch variation per joint, but in all cases
so that a full moon is visible from manhole to manhole. Lines which do not exhibit a true line and grade
or have structural defects shall be corrected to meet these specifications.
(c) Infiltration/Exfiltration
(1) The Contractor shall provide the equipment, materials and labor necessary to check the lines for
infiltration or exfiltration before they are put in service. Infiltration or exfiltration in excess of
one hundred (100) gallons per day per inch -mile of sewer will result in having the Contractor go over
the lines, ascertain where the leakage exists, and repair the lines to the extent necessary to bring
the infiltration or exfiltration down within acceptable limits. The Contractor shall test only pipe
of the same diameter and for such lengths as approved by the Engineer.
(2) Exfiltration tests shall be conducted on all gravity sewer lines, unless authorized otherwise by the
City Engineer. The line under test shall be plugged and filled with water in such a manner that
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(3)
the maximum hydrostatic head at any point in the line would not exceed ten feet of water. All
manholes shall be tested. The exfiltration from the line under test shall not exceed 100 gallons
per inchof nominal pipe diameter per mile of pipe per twenty-four hours. The amount of
ex filtration shall be measured by the inspector using methods specified by the City Engineer for
the particular situation.
Where ground water is encountered during construction, the Contractor shall furnish labor,
equipment, and materials including pumps, and shall assist the Engineer in making infiltration.
tests of the completed sewer section before it can be placed in service or connected to any other
lines. The Contractor will furnish and install the measuring weirs or other measuring devices.
The length of line to be tested at any time shall be subject to the approval of the Engineer. The
total infiltration shall in no case exceed 100 gallons per inch of diameter, per mile of pipe per
day. The test period shall be twenty-four hours, and if the quantity of infiltration is in excess of
the maximum allowable, the leaking joints shall be relaid if necessary or other remedial
construction shall be performed by and at the expense of the contractor. The section of sewer
shall then be retested after repairs are completed to determine compliance with the
specifications.
(4) The infiltration in the line shall be checked thru a low pressure exfiltration air test. The sanitary
sewer pipe and lines shall be capable of reaching a constant pressure of 4 psig within the time
specified in Table 1 and shall be capable of maintaining the pressure for the time limit specified
in Table 2. The City may at its option perform a visual inspection of the pipe complete in place
by passing a video recording camera thru the pipe. Any visible defects, as specified in ASTM C-
700-78a or latest addendum, will be justification for rejection and the contractor shall repair the
rejected section of pipe at his own expense. The City will supply the equipment necessary for
making the air pressure test and the video recording of the sewer line. The Contractor may be
required to supply one laborer to assist the engineer. ( CITY OPTION) The City may, upon.
notification, require that the contractor perform the subject video testing under the scrutiny of
the inspector, tapes shall be supplied to the Engineering Division along with any required
comment sheets.
(5) All tests shall be made in the presence of the contractor or his representative and the Engineer.
The costs for these tests shall be included in the unit price bid for installing the pipe.
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(6) Any and all work necessary to bring the line into conformance with the infiltration/exfiltration
specifications shall be performed by the contractor at no extra cost to the City. All apparent
sources of infiltration shall be repaired. The City reserves the right to require that the lines be
tested in sections such that the maximum allowable static head is imposed on as much of the line
as is practicable.
(7)
(8)
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Where a stream is not readily available as a source of water to use for testing, water from the
City system may be used, providing proper notification procedures for operating valve hydrants
will be required.
Materials and construction methods called for in these specifications are of such nature as to
insure maximum protection for the sewer from infiltration. The contractor shall be responsible
for the sewer conforming to the above limits for a period of one year from date of final
acceptance.
100

TABLE 1
TIME REQUIRED TO PRESSURIZE To 4 PS1G*
TIME (IN MINUTES)
PIPE REACH OF LINE TESTED
SIZE 20' 100' 200' 300' 400' 500' 600'
4" 6 sec. 0.5 1.0 1.5 1.9 2.4 3.0
6" 12 sec. 1.0 2.2 3.2 4.4 5.8 6.4
8" 23 sec. 1.9 3.8 6.0 7.6 9.6 11.6
10" 35 sec. 2.9 5.8 8.8 11.6 14.6 17.6
12" 50 sec. 4.2 8.4 12.6 16.8 21.2 25.6
15" 1.3 min. 6.6 13.2 19.8 26.4 35.0 39.6
18" 1.9 9.4 18.8 28.2 37.6 47.0 56.4
21" 2.5 12.6 25.2 37.8 50.4 63.0 75.6
24" 3.4 17.0 34.0 51.0 68.0 102.0 136.0
* This table is based on the compressor unit mounted on a Cherne Air-Loc Testing unit assuming 5 cfm capacity.
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TABLE 2
MINIMUM TEST TIME FOR. VARIOUS PIPES:1=S
NOMINAL T (TIME) NOMINAL T (TIME)
PIPE SIZE IN.MIN/100 FT. PIPE SIZE IN.MIN/100 FT.
3 0.2 21 3.0
4 0.3 24 3.6
6 0.7 27 4.2
8 1./ 30 4.8
10 1.5 33 5.4
12 1.8 36 6.0
15 2.1 39 6.6
18 2.4 42 7.3
The low pressure air test shall be performed as specified in latest revision of ASTM C 828 for VCP and ASTM C924 for. RCP.
If the line pressure drops more than 1 PSI during the required test time, then the section of pipe has failed the test.
Furtherrnore, in testing any sanitary sewer line, the infiltration/exfiltration rate shall be less than 100 gallons per inch diameter
of pipe per day per mile of sanitary sewer. See Section 13.18(c) (1), (2), and (3).
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13.19
Taps/Service Connections (Sewer)
Only authorized personnel of the City of Gastonia Utilities Department shall be permitted to make sanitary sewer taps
unless the developer has received permission, in writing, from the City's Public Works and Public Utilities Director
or designated representative, for an approved Utilities Contractor to make these taps.
All taps shall be made in strict conformance to City requirements. No tap shall be made before the tests are complete
and approved.
Sanitary sewer service connections may be installed by the developer of property upon request. The Application
(form supplied by the City) should be completed and sent to the Public Works and Public Utilities Director. Material
for these services will be obtained by the contractor.
Materials used in making the sanitary sewer service connection shall be as follows:
4" Pipe - CI soil pipe or PVC-DWV Sch 40 (Type 1 Grade 1) ASTM D-2665-68 (Solvent Cemented
Joints) PVC sewer service pipe shall be NSF approved, and shall be made of PVC plastic having
a cell classification of .12454-B as per ASTM D-1784 (1.2454-B is old type 1 grade 1 )
8" x 4" Saddle - ROM.AC STYLE "CB" - O.D. Range (6.275 - 25.80) (Tie ins at manholes, and tees
are to be used where at all possible, Wyes maybe used with an additional 1/8 horizontal bend to
keep the tap perpendicular to the street )
4" Plug - 4" PVC Cap Plug (remove when tap attached from building)
4" Combination long turn Wye and 1/8 bend ( for clean out )
4" PVC Plug (recessed cap)
4" 1/8 Bend
18" x 18" x 5-3/4" Concrete collar with 6x6 welded wire reinforcing and a 6" diameter hole for the
clean -out, or 4" sewer clean out pad with #3 reinforcing bar as manfactured by Masonry Supply,
Inc. in Selma, N.C.
Fernco Donut required when tying into tees. (See Section 13.20 for adapters and further requirements for taps into
PVC Sewer Pipe.)
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All material will be inspected for compliance by Water and Sewer :Division inspector prior to installation. All
services will be inspected prior to back fill operation for compliance. The backtlll and compaction operation shall be
according to standard procedure, and the Standard Specifications including Section No. 6.06.
All taps shall be made in a method approved by the Director of Public Works and Public Utilities, and according to
Standard Details including 7113-19. All taps installed by cutting into the sewer main shall be made with the use of a
tapping/coring machine if saddles are used. (The use of a hammer and chisel or other manual impact methods will not
be allowed.)
Any customer service connection required to be installed into any outfall sanitary sewer line will be tied into
either a proposed manhole shown on the Project Plans or into an added manhole as required and approved by
the City Engineer.
See section 13.25 for smoke testing requirement on existing taps to be reconnected.
Pavement cuts across public streets for services shall be avoided. The contractor shall install these lines using an air
pressure driven, pneumatic "mole" or an auger type machine. If an open cut is unavoidable, the contractor shall
secure approval from the City Engineer prior to making any street cut for a service line.
No sanitary sewer tap shall be permitted until the curb and gutter has been installed. All tap locations shall be shown
on the "as -built" plans and shall be marked on the top of the curb with "arrow" indicating the water and "X"
indicating the sewer. .
See Section 2.63 for additional as -built requirements.
13.20 PVC Sanitary Sewer Pipe and Pittines
PVC sewer pipe may be permitted only in areas that generate domestic sewage, are zoned for residential use, and
where all up stream drainage areas have residential zoning designations and uses. PVC sewer pipe may be installed
in some commercial developinent; however, each project must be evaluated and approved by the City Engineer on a
"case by case" basis.
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When 8" thru. 15" diameter polyvinyl chloride (PVC) pipe is specified on the approved project plans, unless
otherwise specified, the PVC pipe shall be as specified in ASTM D-3034 with a Standard Dimension Ratio (SDR) of
35, or PVC composite pipe (Truss) conforming to ASTM D-2680, Latest addendum as used with solid PVC tees
for taps. PVC sewer pipe shall be furnished with an integral bell and elastomeric gasketed joint permanently
installed at the factory in accordance with ASTM D-3212 and ASTM F-477. The pipe shall be furnished in nominal
lengths of 13 feet or as approved 20 feet, shall be green in color, and shall be manufactured and tested in the U.S.A.
12" and 15" may also include pipe conforming to ASTM F-949 having exterior corrugated ribs.
All PVC gravity sewer pipe shall be manufactured from material meeting the minimum requirements of cell,
classification 1.2454-B, or 12364-B as per ASTM D1784. The pipe manufacturer shall certify that this requirement
has been met, and the pipe shall be appropriately marked according to ASTM specifications.
Sewer and Water crossings shall be as specified in Section 2.12 of the City of Gastonia Standard Specifications.
Couplings for jointing PVC to ductile iron pipe (DIP) sewer pipe shall be accomplished by using the appropriate
Femco "Donut", or approved equal. Flexible repair couplings will not be allowed.
All fittings used on PVC sewer mains including tees for taps, shall meet the same specifications as those of the PVC
sewer main. To couple the tapping tees to the sewer lateral bend, it will be necessary to use an SDR 35 to Schedule
40 PVC slip -by -hub adapter. See Section 13.19 of the City of Gastonia Standard Specifications for tap requirements.
The Contractor shall provide adapters, seals, and transitional pieces as required for connecting to other pipe or
structures shown on the Drawings or indicated in the bid documents. Flexible repair couplings will not be
allowed. Any field cut ends shall be as per the pipe manufacturer's and AWWA's recommendations.
In all instances PVC pipe shall be installed in an acceptable manner, true to line and grade, with the bell ends facing
up -grade. The various pipes, referred to herein, shall be handled, belled up and installed in accordance with the
manufacturer's recommendations and established engineering practices as described in the various publications
referenced in this document. See section 13.17 also.
All PVC pipe shall be shipped, stored, and placed at the project site in a manner so as to be protected from total
accumulated exposure to sunlight and ultra violet radiation of no more than six .(6) months, no defects shall be
visible. Any visible defects including but not limited to chalking, discoloration, blisters, or loss of sheen shall be
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cause for the pipe to be rejected and replaced. Any testing suggested in lieu of the above shall be at the
manufacturer's expense, all, such test shall be performed by an independent laboratory.
Class B bedding as described on Standard Detail 71B-5A latest revision shall be used with all PVC sewer pipe.
These installation requirements shall be as specified in ASTM D-2321, latest revision, Type IA Granular Embedment
(## 57 washed stone) regardless of ground water or soil conditions; the bedding shall be installed to 95% Standard
Proctor. Native materials of Classes II, and III may be used above the pipe springline and shall be placed and
compacted as specified in the City of Gastonia Standard Specifications. The minimum depth of cover shall be 3 feet
and the maximum depth of cover shall be 30 feet.
No backfill may be placed over the PVC pipe until the City Engineer or his designated representative has visually
inspected the gravel bed and PVC pipe installation. If for any reason backfill is placed prior to the inspection, the
contractor will be required to remove the backfill to allow for this visual inspection. All cost for said removal and
replacement of backfill, as well as any defects found, shall be at the contractor's and/or developer sole expense.
In addition to other tests, including but not limited to Section 13.18 ofthe City of Gastonia Standard Specifications, a
deflection test will be required to be performed not less than 30 days following completion of backfill operations.
The contractor shall supply all labor, equipment, and materials necessary to pull a mandrel sized for a maximum of
5% deflection of the actual pipe inside diameter, as defined in ASTM D-3034. The mandrel shall be provided by the
contractor unless the City of Gastonia deckles to supply it. The mandrel shall be pulled through each section of
pipe from manhole to manhole. The mandrel must slide freely through the pipe with only a nominal hand force
applied. No mechanical force shall be used in pulling the mandrel. Any pipe which refuses the mandrel shall be
removed and replaced and the bedding shall be properly constructed as specified to prevent excessive deflection.
Such sections shall be re -tested after completion of backfill. all cost for such testing, removal, and replacement shall:
be at the contractors and /or developers sole expense. If a developer desires to use PVC sewer pipe, PVC sewer pipe
must be used throughout the development unless DIP is required and is shown on the plans approved the by the City
Engineer. The "Go -No -Go" mandrel test will not be required when 8" thru. 15" diameter PVC composite
(Truss) pipe conforming to ASTM D-2680 is used.
13.21 Force Mains
Pipe material for force mains shall be either Cement Lined Ductile Iron Pipe as specified in Section 14.06 herein or
PVC AWWA C-900 as specified in Section 14.04 herein.
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All force mains shall be tested in accordance to Section 14.15 herein with the minimum test pressure being 1.00 PSI.
All blocking/restraining for the fittings shall be designed to withstand the test pressure.
A properly sized and approved air release valve in a standard manhole shall be provided at all high points where a
negative pressure of 10' may be produced. A. weep pit of No. 57 stone shall be provided similar to Standard Detail
71B-17. Crispin valves US20B(L) and S20B(L) have been approved to the date of this printing.
1.3.22 Piers/Piles/Concrete Supports
This item shall include all labor, materials, and equipment necessary to construct piers according to the Standard
Specifications, Standard Details, and Project .Plans.
All concrete used shall be 3000 psi concrete as specified in Sections 846, 848, 1000, and 1024 of the NCDOT
Standard Specifications for testing and curing requirements. All reinforcing used shall have standard defamations
and a minimum yield strength of 40,000 psi. All splices shall be as required by the engineer, but in no case shall a
lap splice be less than 24 bar diameters, or no less than 12 inches. Two layers of felt with Graphite Grease shall be
installed between the pipe and the piers.
(G) A.11 payment for piers complete in place, exclusive of any piles required, shall be paid at the Contractor's bid unit
price per vertical foot (VF) as indicated in the Proposal.
When piles are required by the Project Plans and the Engineer, the piles shall be 8" butt diameter wood piles, treated
with creosote or pentachlorophenal in mineral spirits in accordance with AWPA C-14, C-8, C-9, and C-2 as
applicable. The piles shall be driven as specified in Standard Details 71B-14 and 71B-15. When the plans call for
piles and rock is encountered, the Engineer may delete the requirements for piles. In deleting the pile requirement,
the rock shall be undercut as directed by the Engineer to give an adequate footing.
(G) A.11 payrnent for piles complete in place shall be included in the Contractor's bid unit price per vertical foot (VF)
as indicated in the Proposal.
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13.23 Dry Bore and Jack/Tunneling
A. Dry Bore and Jack
The Contractor shall supply all labor, material, and equipment necessary to install the sewer line without open cutting
the pavement where indicated on the plans. The encasing pipe may be jacked through dry bores slightly larger than
the pipe, bored progressively ahead of the leading edge of the pipe. Continuous checks shall be made as to the
elevation, grade and alignment of each successive section of pipe as well as the tracks upon which the boring rig
travels.
The boring operation shall be continuous to its completion.
In the event an obstruction is encountered during the boring and jacking, the auger is to be withdrawn and the excess
pipe cut off, capped, and filled with 1:3 Portland Cement Grout at sufficient pressure to fill all voids. A new site will
then be picked for a new bore. The Contractor shall be paid 50% of complete bore value for any bore aborted due to
causes beyond the control of the Contractor. If open cut is allowed, then the aborted length shall be utilized and paid
for at 100% of unit bid price for complete bores. The remaining length allowed to be installed by open cut shall be
paid as per pipe installed by open cut as described in Sections including but not limited to 14.01 and Special
Provisions.
The carrier pipe shall be protected so as to prevent as much foreign material from entering as is possible. This
installation will have to pass the tests in the Special Provisions before it can be placed into service. See Special
Provisions and Plans for controlling agent notification requirements.
The operation across the street right-of-way must conform to the requirements of the Permitter. The Contractor shall
execute all necessary agreements and/or permits before entering upon or commencing any work on the street right-of-
way. The Contractor shall comply also with the applicable requirements of the General Conditions and the
Supplementary Conditions.
The gravity sewer line shall be Class 51 cement lined ductile iron pipe.
The minimum gauge or wall thickness shall correspond to the size of casing selected from the following chart;
however, the Contractor shall be responsible for selecting the gauge consistent with his operation.
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Gauge Table for Railroad Crossings
Minimum Wall Thickness for Smooth Steel Casing Pipe for E80 Loading
(ASTM A139 Grade R; AWWA C-200)
Nominal Diameter.
(inches)
12 3/4 and under
14
16
18
20 and 22
24
26
28
30
32
34 and 36
38
40
42
44and46
48
S0
52
54
56 and 58
60
62
64
66 and 68
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When coated or cathodically
protected
Nominal Thickness
(inches)
109
0.188
0.188
0.219
0.250
0.281
0.312
0.344
0.375
0.406
0.438.
0.469
0.500
0.531
0.562
0.594
0.625
0.656
0.688
0.719
0.750
0.781
0.8.1.2
0.844
0.875
When not coated or
cathodically protected
Nominal Thickness
(inches)
0.188
0.250
0.281
0.312
0.344
0.375
0.406
0.438
0.469
0.500
0.531
0.562
0.594
0.625
0.656
0.688
0.719
0.750
0.781
0.812
0.844.
0.875
0.906
0.938

70
72
0.906 0.969
0.938 1.000
The exterior coal -tar enamel protective coating is to be supplied in accordance with AWWA C-203, the steel casing
pipe minimum thickness may be reduced by 0.063 inches, as per the table for E80.
Gauge Table for NCDOT (Street) Crossings (I1-20 Loadings)
Smooth Steel Pipe
Diameter Inches Minimum Thickness, Inches
ASTM A139, Grade B;
15-24 0.25 AWWA C-200
The Contractor shall provide a strapped timber cradle under barrel of pipe, join pipe, and slide into casing. Pipe
barrels shall bear continuously on cradles.
SUPPORTS: Lumber shall be No. 2 or better Southern Yellow Pine. Lumber shall be pressure treated with
creosote or pentachlorophenol in mineral spirits in accordance with A.WPA C14, C8, C9, and C2 as applicable.
Minimum retention shall be as designated for Contract with ground. Method of treatment in accordance with the
applicable portion of the AWPA manual standards. All timbers shall be cut to size before the material is given the
preservative treatment. Spiders may be approved by the Engineer.
STAINLESS STEEL BANDS: One-half inch wide by 0.020-inch thick, 304 stainless steel bands, or equal.
Prior to the start of the work, submit satisfactory evidence to the Engineer that all bond and insurance coverage
requirements called for by the Permitter have been complied with. All proposed construction methods and materials
for the undercrossing shall be approved by the Engineer and Permitter prior to the crossing operation, and no
construction shall be started until written approval to proceed from the Permitter has been submitted to the Engineer.
PLACING SEALS AT ENDS OF CASING: After the carrier pipe has been tested and approved, place 3/16-
inch blackneoprene rubber seals, or 8" masonry plug, as shown on the Drawings. Encroachment approval may
require weep pits, contractor shall be responsibile to check with the Permit requirements and include them in his bid.
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All cost for this installation (including all encasing and carrier pipes shown on the plans) shall be included in the
Contractor's bid unit price per linear foot of the type of carrier pipe line installed complete in place by "dry bore and
jack" method as listed on the Proposal and shown on the Project Plans, see Standard Detail 71B-25. No additional.
payment will be allowed for trench excavation and backfill, for furnishing and placing casing pipe, or for any other
items for the crossings as shown on the Drawings. Payments to the Contractor for any services provided by the
Permitter shall also be included in this item.
B. Tunneling
The tunnels on this project shall be constructed wherever required by the Department of Transportation, Railroad
Company (NCDOT/R..R.) or Plans, as applicable, and where other construction methods are not feasible due to field
conditions encountered, and in accordance with these and AREA or AASHTO specifications, as applicable. The
linear plates to be used shall be the 4 flange type. The liner plates shall be galvanized on both sides by the hot dipped
process. The minimum thickness of the plates shall be as indicated on the Drawings.
A coating of prime western spelter or equal shall be applied at the rate of two ounces per square foot, of double
exposed surface. Spelter coating shall be of a first class commercial quality, free from defects, such as blisters, flux
and uncoated spots.
The steel liner plates shall be given a bituminous coating meeting North Carolina Department of Transportation
specifications for bituminous protected corrugated metal pipe with a minimum thickness of 0.05".
The space outside the liner plates shall be held to a minimum and grouted with a 1 to 3 portland cement grout of 50
psi through 2" openings on 4' - 6" centers provided in the top of the steel liner plates. This grouting operation shall
be done with the installation of the liner plates so that at no time will the grouting operation be further than 25' from
the front end or head of tunnel construction. A.t the end of each day's operation, the space outside the liner plates
shall be grouted whether 25' or less. Grout shall be forced into each grout hole. If the grout from one hole should
flow along the liner plate so as to plug the next grout hole, the plugged hole shall be opened by punching through the
grout layer so that each hole may be used for grouting. The grouting operation shall be continued at each hole until
all spaces outside the liner plates are filled and no grout will flow.
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The tunneling operations shall proceed only a distance sufficient for placing one section of the tunnelliner, the tunnel
liner placed before proceeding further, and at no time will jetting be allowed.
Blasting will not be permitted.
The Contractor and any of his subcontractors performing the work on the Railroad rights -of -way in connection with
tunneling operations, shall furnish to and be approved by the Division Engineer/Manager of Insurance of the Railroad
Company, a certificate of workmen's compensation and employer's liability insurance, and public liability insurance
covering bodily injury: Limits as established in the General Conditions, Section 43. Such insurance is to include a
Contractual liability endorsement covering the obligations assumed by the Contractor in agreeing to install the
pipeline. The certificate is to show that explosion, collapse and underground insurance coverage is provided. The
certificate shall include a statement that the insurance is not to be changed or canceled for a period of one year after
completion and acceptance of the work by the Owner and the Railroad. The certificate is to be countersigned by an
authorized North Carolina resident agent with name and address of the agent denoted thereon. The certificate is to
make reference to the project and county.
The Contractor shall furnish to and be approved by the Railroad Division Engineer/Manager of Insurance, an original
policy of Railroad Protective Liability Insurance (RPLI) in the name of the Railroad Co. (Company). Said Policy
shall have a combined single limit of $2,000,000.00 each occurrence and $6,000,000.00 aggregate. The insurance
shall be written on ISO/RIMA Form No. CG 00 35 11 85 and include endorsement form No. CG 28 31 11 85. The
original Railroad Protective Policy shall be submitted to and approved by Company prior to commencement of
construction, maintenance of said Facility or entry on Company's property. Said RPLI coverage is available through
the Railroad Company's Blanket Policy.
After approval of insurance certificate, the Contractor shall notify NCDOT/R.R., and City 72 hours in advance of the
start of the tunnel operation.
The entire operation shall be subject to inspection by the NCDOT/R.R and the Engineer or Inspector on the project
shall have full authority to stop work it; in his opinion, it shall cause any damage to the roadway section or endanger
traffic.
The Contractor shall reimburse the NCDOT/RR for repair costs, should any settlement or damage appear to the
roadway within a period of one year after completion of the tunneling operations.
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After the tunneling operations have been completed, the vertical shoring for pits, surplus fill and material shall be
removed from the site. The site shall be returned to its original condition, seeded and mulched where required, and
the area shall be left in a neat and satisfactory condition.
COSTS
(G) Costs of all materials and construction methods, such as barricades, pipe casing, concrete casing, stone stabilizer,
tunneling, tunnel liner, watchmen, or any other costs which are incurred as a result of the requirements herein or by
the NCDOT/RR shall be included in the unit price per linear foot of tunnel liner installed as indicated on the Project
Plans and the Proposal. No adjustments will be made to the unit price for the Highway and/or Railroad crossing as
the result of the construction methods utilized.
(G) Skewed, unbalanced, or unreasonable unit bids will be considered grounds for rejecting the bid in whole or in
part as determined by the City.
13.24 Rip Rap
Rip rap shall be Class 1 rip rap as specified by the NCDOT Standard Specifications for Roads and Structures.
Place rip rap carefully to avoid disturbing the filter fabric. Average depth of rip rap shall be as shown on the
Drawings with a plus or minus tolerance of not more than 2". Intermix the sizes of rip rap material to provide
uniform gradation between small and large material. Prevent damage to pipe or other facilities.
Filter fabric shall be nonwoven polypropylene, polyethylene, polyester, and/or nylon continuous filament fabric with
an equivalent opening size of 80-100 openings per inch. Dry grab strength (ASTM D 1682) shall be at least 100
pounds and dry grab elongation (ASTM D 1682) shall be no more than 35 percent. Minimum weight shall be 4
ounces per square yard.
Install filter fabric as recommended by the manufacturer and these specifications. Provide a minimum of 2 feet of
overlap at joints. Loosely secure fabric in rip rap area during placement.
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(G) Payment for rip rap will be based on the price per ton stated in the Contractor's Proposal, and the number of tons
placed within the authorized limits. This payment shall constitute full compensation for the work as specified herein
including excavation to the lines and grades indicated on the Drawings, filter fabric, and placement, complete.
(G) Quantities for payment purposes shall be the actual number of tons used, based on truck measure and trip tickets
signed by the Engineer. Trip tickets shall be presented to the Engineer for his signature at the time that the material
is delivered.
13.25 Abandonment and Shutdown of Existing Operations of Utilities
The Contractor shall supply all necessary labor, equipment, and :materials to plug and abandon in place the existing
sanitary sewer outfall system as indicated on the Project Plans.
Continuous operation of the City's existing sewer system is of critical importance.
Connection to existing services or utilities, or other work that requires the temporary shutdown of any existing
operations or utilities shall be planned in detail with appropriate scheduling of the work and coordinated with the
Utility Customer and the Engineer. The approved schedule for shutdown or restart shall be indicated on the
Contractor's Progress Schedule, and advance notice shall be given in order that the customer and the Engineer may
witness the shutdown, tie-in, and start-up.
The Contractor shall be responsible for notification of each property Owner prior to disruption of service, except in
the event of an emergency situation. The Contractor shall coordinate his activities with any non -City owned utility.
Only City personnel shall operate any valves and controls on the City's existing utility systems.
The testing, acceptance, tap and mainline tie-overs shall be coordinated so as to eliminate any disruptions in service.
A spill, leakage, or by-pass of wastewater shall not be allowed, the Contractor and his sureties shall hold harmless
and defend the City from any penalties which may result thereof.
All materials and equipment (including emergency equipment) necessary to expedite the tie-in shall be on hand prior
to the shutdown of existing services or utilities.
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All existing sewer taps shall be smoke tested (or other approved method) prior to reconnection, to make sure
that no connection of storm water or other identified illegal inflow is present. It shall be the Contractor's
responsibility to supply all labor, materials, and equipment to perform these tests and to notify the residents of
such planned tests. It will be the City's responsibility to notify the Owner of any illegal inflows found, and to
be sure all remedies are in place prior to allowing the Contractor to connect the tap to the new sewer line, and
that the remedies are completed in a timely manner to allow the Contractor to complete his construction
without any undue delay.
(G) Payment for this item, except as specified elsewhere in these Special Provisions, shall be merged in with other
pay items as indicated on the Proposal, no separate pay item shall be allowed.
13.26 Demolition of Existing Manholes
Following completion of replacement of sewer lines and connection of house laterals, plug all sewer lines at each
manhole on the abandoned system with non -shrink grout. Remove the abandoned manholes to depth o:f'4 feet below
grade and fill the void with compacted sand to 18-inches below grade. Fill the remaining with top soil. Where the
manhole is in a paved area the remaining shall be tilled with ABC to the bottom of the utility cut patch. Restore all
affected areas.
(G) Payment for demolition and filling of existing manholes shall include all material, labor, and equipment
necessary and filling to demolish the manhole as called for in the Project Plans and bid documents. Payment for this
item shall be based on the actual number of manholes demolished. Payment for any asphalt or concrete removal and
replacement shall be as per Special Provisions.
13.27 Progress of Pipe Line Construction
The work shall proceed in a systematic manner so that a minimum of inconvenience will result to the public in the
course of construction. It is, therefore, necessary to confine operations to as small a length of work area per crew as
is practical. Normally, the trenching equipment shall not be farther than 200 feet ahead of each pipe laying crew or
such distance as necessary to provide maximum safety. Backfill the trench so no section of properly laid pipe is left
uncovered longer than is absolutely necessary. The safety conditions of open excavations shall be the Contractor's
responsibility. Completely backfill and clean up after each section of pipe has been inspected and approved.
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13.28
Inversion. Lining
Inversion lining involves the insertion of a flexible lining material into an existing sanitary sewer pipe using an
inversion process and then thermally hardening it in place.
The flexible liner will be made of polyester fibers of at least 5 denier with sufficient needling and crosslapping to
yield a burst strength of 1,000 pounds per square inch in transverse directions (hoop stress), free from tears, holes,
cuts, foreign materials, and other defects. Polyurethane or polyvinyl chloride shall be bonded to the inside layer of
the flexible liner at 400 grams/square meter forming a nominal (0.010 inch) pin -hole -free -coating layer.
The flexible polyester fiber shall be impregnated with either polyester or epoxy, depending on application, with
sufficient thixotrophic properties to obtain nondraining characteristics when impregnated into the flexible polyester
fiber.
A catalyst compatible with the resin and other materials shall be used in the manufacturing of the liner. The
nonpromoted resin shall be catalyzed by the addition of sufficient catalyst to produce the required physical properties
of the cured polyester liner.
The finished lining shall consist of an inner polyurethane or polyvinyl chloride layer and an outer polyester felt layer
(or layers) impregnated with a thermosetting resin to fit tightly and neatly against the existing inside pipe wall. The
liner shall be fabricated from materials which, when cured, will be chemically resistant when exposed to quantities of
hydrogen sulfide, carbon monoxide, methane, petroleum hydrocarbons, moisture saturation, and dilute sulfuric acid.
The physical properties of the cured liner shall have minimum test values as follows:
Tensile Strength at Yield
Modulus of Elasticity
Flexural Strength
Flexural Modulus
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Minimum 3,000 psi per ASTM D 638
Minimum 300,000 psi per .ASTM D 638
Minimum 6,000 psi per ASTM D 790
250,000 psi per ASTM D 790
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Impact Strength (Izod) Minimum 1.9 in. lbs. per ASTM :D 256
Shear Strength Minimum 5,550 psi per A.STM D 732
Samples of material identical to the raw material to be used in the project shall be provided. In addition, specimens
shall be prepared utilizing identical materials, curing, and technique which will be accepted as representative of the
actual installed liner.
Unless otherwise specified, the licensed Contractor shall determine the size, length, and material composition of the
liner, and warrant its suitability for the particular application and purpose specified and shown, Design calculations,
assumptions, parameters, and equations shall be based on ASTM F-1216 and D-2412 and be signed and sealed
by a professional engineer licensed in N.C. The minimum extended life expectancy shall be 50 years. The
minimum thickness ofthe liner shall be 6.0 mm (0.235 inches).
The fiber tube shall be fabricated to a diameter that, when installed, will tightly and neatly fit the internal
circumference of the conduit to be rehabilitated. Allowance for circumferential stretching during insertion shall be
made. The minimum length shall be that which continuously spans the distance from the center ofthe inlet manhole
to the center of the outlet manhole. The Contractor shall verify the lengths in the field before impregnation.
(a) Workmanship
A polyester fiber felt tube coated on one side with a flexible impermeable material and impregnated with a liquid
thermosetting resin is inserted into the existing sewer line through a manhole or other access point. Water or air
forces the tubing through the pipe, inverting and pressing it firmly against the existing pipe wall. The water or air is
then heated to cure the resin.
After the resin is cured, service connections are remade. In pipes 8 inches diameter and larger, .holes are generally
cut through the lining from inside the pipe at the connection points. In 6-inch diameter pipes, the connections are
generally remade in excavations in the soil above the pipe.
This Specification covers the method to insert and cure the liner using water as the medium. Prior approval of the
Engineer will be required if air is proposed as the medium. The Engineer's decision to reject or allow the use of air
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will be based on the Contractor's demonstration that the method is applicable and his experience in using the method
is proven.
The Contractor shall submit shop Drawings in accordance with the provisions of the Instruction to Bidders. The
submittals shall include details of all component materials and construction details including complete manufacturer's
recommendation for storage procedures and temperatures control, handling and inserting the liner, curing details,
service connection methods, and trimming and finishing. The submittals shall include insertion locations and
proposed sewer flow controls.
The Contractor's operations to furnish and install the inversion lining shall be in strict conformance with the
manufacturer's recommendations and shall be licensed by the manufacturer.
A representative of the manufacturer shall inspect and approve all methods employed by the Contractor. The
representative shall be in attendance during the entire lining and opening of services procedure.
The Contractor shall brace or otherwise protect the manholes if necessary to withstand forces generated by equipment
used while installing the liner.
The Contractor shall bypass the sewage as required to install the liner. Pumping shall be continuous and all sewage
shall re-enter the sewer system.
The Contractor shall clean and television inspect each reach of sewer main to be lined. If inspection reveals an
obstruction that cannot be removed by conventional sewer cleaning equipment, a point repair excavation shall be
made to uncover and remove or repair the obstruction.
The location where resins and liner material will be stored shall be designated by the Contractor. The Engineer will
inspect and reject any materials found defective or otherwise unsatisfactory. The "wet out" procedure shall utilize the
resin and catalyst in sufficient quantities to ensure complete impregnation of the liner and provide the properties
stated under physical properties above.
The Contractor shall insert the liner into the pipe in accordance with the shop Drawings. Precautions shall be taken
not to damage the liner during installation.
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Insertion shall be through an existing manhole or other access approved by the .Engineer. Insertion shall .utilize an
inversion tube, or the liner itself, depending on the method selected. A static head pressure shall be applied to cause
the liner to invert down the full length of the reach to be lined. The pressure shall be sufficient to overcome external
pressures exerted on the liner at service connections,. joints, and open sections, and to hold the tube tightly to the pipe
wall, producing concave "dimples" at side connections.
After inversion is completed, the Contractor shall cure the liner using an approved heat source and water recirculation
equipment. The equipment shall be capable of delivering hot water throughout the liner by means of a perforated
conduit, and shall uniformly raise and hold the water temperature as required to cure the resin.
The heat source shall be fitted with suitable monitors to gauge the temperature of the incoming and outgoing water
supply. Another such gauge shall be placed to monitor the temperature between the impregnated felt tube and the
pipe invert at the remote manhole.
The operation of the heat exchanger and the recirculation of the heated water shall be maintained continuously
throughout the cure period. Cure shall be completed when the exposed portions of the liner are hard and sound and
the remote temperature sensor indicates that an exotherm has occurred. Particular care shall be exercised during the
curing operation to ensure that the liner is not overstressed.
The hardened liner shall be cooled to the recommended temperature before relieving the static head pressure. Cool
down may be accomplished by the introduction of cool water into the liner. Care shall be taken in the release of the
static head so that surges will not develop and damage the newly installed liner.
After the liner has been cured, the existing house connection sewers shall be reconnected. It is the Contractor's
responsibility to determine and assure that all live house connection sewers are reconnected.
The Contractor will notify the Engineer 4 days prior to the inversion lining ofa segment of sewer. The Engineer will
notify the appropriate City personnel who will notify residents served by the segment of temporary service
connection interruption.
Liner shall be pressure tested for leakage. The Contractor shall submit a testing plan to the Engineer for approval.
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The pipe shall be inspected by closed circuit television before and after lining and may be accomplished in
conjunction with the reconnection of house connection sewers. Video tape and. written log records shall be made of
these inspections and two copies of each shall be given to the Engineer for review prior to acceptance of the lining
work.
(b) Payment
(G) Payment for inversion lining with resin impregnated polyester felt liner will be based on the unit price listed in
the Proposal. Payment shall- include full compensation for all labor, material, tools, and incidentals for lining the
existing sewer. The price per linear foot of resin impregnated polyester felt pipe lining shall include cleaning and
television inspection of the existing sewer and reconnection of existing sewer connections complete.
1329 Sliplining
Sliplining involves the bypass pumping, removal and replacement of asphalt and concrete surfaces, the excavating of
an insertion pit, inserting a properly sized lining or carrier pipe on skids, grouting of the annular space, closure of the
access pits, installation of service connections, and restoration of work site areas.
Preparation by the Contractor
Clean the existing host pipe as necessary
TV inspection of host pipe
Proof test, if necessary (pull piece of proposed liner through existing sewer)
Determine laterals to be connected or reconnected
Determine and complete any point repairs necessary
Determine insertion pits
Bypass pumping as necessaty, see Section 13.25; all waste water shall re-enter the system
Installation
Contractor shall adhere to ASTM F585, :PPI booklet - "renewing Sewers with Polyolefin Pipe", and the
manufacturer's recommendations as are applicable. Caution is to be exercised not to stretch the liner pipe during
installation.
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Pipe Material
Any pipe material specified elsewhere herein as a gravity sewer carrier pipe may be used in the sliplining.process. In
addition, properly sized High Density Polyethylene (HDPE) pipe and fittings meeting the following minimum
specifications may be used:
High density polyethylene resin compound
Type III
Class C
Category 5
Grade P34, per ASTM 1248
Meeting ASTM D3350 with cell classification PE345434C or higher
Thickness to provide SDR17 minimum, to provide a minimum life expectancy of 50 years.
The Contractor shall submit shopdrawings for all liner pipe and fittings for City approval prior to the
pre -construction meeting. Any material rejected by the City shallbe resubmitted with a material meeting
specifications.
Joints (.I1DPE)
The carrier pipe may be joined with bell and spigot end construction using rubber gaskets meeting specification
requirements contained elsewhere herein, or by thermal (butt) welding the pipe in accordance with the manufacturer's
recommendations. All joints shall be such to provide an air tight leak proof joint.
Service Connections
Fittings shall be provided and installed to the manufacturer's recommendations to provide an airtight customer
service connection, see Section 13.19 also for service connection requirements. As a normal practice the service
connections should be installed prior to the grouting operation.
Testing
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The entire slipline carrier pipe and connection fittings shall be tested as per Section 13.18. In addition, deflection
shall be tested in accordance with. Section 13.20. Care shall be exercised in determining and use of the mandrel in the
proximity of the HDPE "butt" welded joints. The air test shall be performed after any go -no go device test where
such "butt" welded joints are utilized. Other testing such as "full moon" visual and for sections failing that test
flooding the pipe and TV final inspection may be required to guarantee that the grouting operation did not float the
carrier/slipline out of position.
Grouting
The entire annular space between the host/casing pipe and the slipline/carrier pipe shall be filled under pressure. The
Contractor and field Engineer shall calculate the volume of this space and keep records of the grout quantity used to
certify to the completeness of the grouting process. Additional access holes may be necessary to achieve the
complete grouting of the annular space, service connection access points may be used for the grouting purpose also.
The maximum grouting pressure shall be 20 psi and shall be as recommended by the manufacturer of the slipline pipe
material. Optional, a PVC header pipe with tees, or grout wand may be attached to the top of the slipline by the skid
bands to aid in the grouting process. The Engineer may waive this grouting requirement when in his opinion the
difference in the ID of the host pipe and the OD of the liner pipe is less than (1" ) one inch.
In the event that the sliplining/grouting process requires that the inverts be raised, the Contractor shall include in his
bid unit price for sanitary sewer pipe renewal, the cost for construction of new invert throughs and benches in all
manholes, see payment. The Contractor shall cut in access points into the slipliner pipe at each manhole.
Skids
Wood skids or supports shall be as specified in Section 13.23 and similar to the Standard Detail 7113-25. Approved
equal spider support devices :may be used as recommended by the pipe manufacturer, but in no event spaced further
apart than 7.5 f%. centers for PVC or PE pipe, or one support at each joint far DIP. No creosote treated wood nor
petroleum products (e.g., oil or grease) shall be used. Flax soap or drilling mud may be used as a lubricant for the
skids to casing installation.
End Seals
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End seals at each manhole shall be constructed with. any City Standard mixture of concrete, brick. and :mortar or grout
as specified elsewhere in these provisions.
Restoration
The insertion pit areas and other areas of construction shall be restored as per Section 4.01.
Payment
(G) All cost for the renewal of an existing pipe line as indicated on the Project Plans by insertion of a slipline shall
be included in the Contractor's bid unit price per linear foot for sanitary sewer pipe renewal. The casing and carrier
pipes shall be as specified in these Special Provisions, on the Project Plans, and/or the Proposal. No other payment
shall be made except as specified elsewhere in these Special Provisions and when bid unit prices are requested on the
Proposal, any and all other cost shall be merged into the bid unit prices as requested on the Proposal. All pavement
cuts and repairs (asphalt and concrete) necessary for the sliplining, tap tie-in, and grouting process shall be included
in the Contractor's bid unit price per linear foot for sanitary sewer pipe renewal, even when there are proposals and
specifications for asphalt and concrete removal and replacement for the remaining conventional pipe installation on
this project elsewhere in these Provisions.
13.30 Protection of Existine Structures
Existing structures adjacent to the project are susceptible to vibration and settlement damage. The Contractor is
advised that he must take extreme care and in some cases must implement special construction procedures when
proceeding with his work to assure that these structures are not damaged.
Prior to beginning work. the Contractor shall photograph all structures located within 30 feet of the centerline of the
new pipe. A minimum of 20 photographs shall be taken of each structure. The photographs shall be camera dated
and two prints of each photograph shall be turned over to the City of Gastonia. .After the completion of the pipe
installation, backfill, and all site restoration, a minimum of 20 photographs each, shall be taken at the same structures
as at the beginning of the project. Two prints of these dated photographs shall be provided to the City of Gastonia.
The photographs taken at the completion of the project shall show the same general part of the buildings as the
photographs taken at the beginning of the project. The photographs shall be taken of the side of the structures
adjacent to the work and particular emphasis shall be on foundations, doors and windows, and corners.
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The following restrictions will be implemented by the Contractor when proceeding with this work.
a) Construction equipment cannot be used within 10 feet of any existing structure.
b) Hand excavation, power spades, and small hand tampers will be required to accomplish the pipe and manhole
installation when standard motorized equipment cannot be used. The type, size, and general use of this
equipment will be approved by the City of Gastonia :representative prior to the work preceding.
c) OSHA and North Carolina trench supports and shoring standards shall be adhered to. Additional trench supports
and shoring will be required whenever work is close to an existing structure.
The Contractor shall exercise extreme care and take all precautions during excavation and construction operations to
prevent damage to any existing structure. Any damage caused by the Contractor shall be reported immediately to the
City of Gastonia and such work shall be repaired and/or replaced by the Contractor in a manner approved by the City
of Gastonia. All costs to repair and/or replace any damage to existing structures shall be the sole responsibility of the
Contractor and such repair or replacement shall be performed expeditiously without cost to the City of Gastonia.
(G) All cost for this item shall be merged into other pay items.
13.31. FIBERGLASS METERING MANHOLE
GENERAL
Under this section of the specification the contractor shall furnish and install at the location(s) shown on the
drawing(s), totally integrated fiberglass Packaged Metering Manhole(s) as manufactured by Plasti-Fab, Inc. P. O.
Box 100, Tualatin, Oregon or approved equal. The same manufacturer• shall fabricate the barrel, flume, ladder and
accessories as well as fully assemble the unit. This is to assure quality control and single source accountability.
Manufacturers other than the above named company wishing to quote on equipment in this section shall submit
detailed drawings of their proposed equipment, a list of at least five similar installations (with contact names) which
have been installed for over two years, and test reports showing full compliance with ASTM .D 3753-81 for Fiber -
Reinforced Polyester ( FRP ) Manholes to the engineer and obtain his written approval to quote at least 10 days prior
to bid opening.
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Each. Packaged Metering Manhole shall be a completely integral unit consisting of: a corrosion resistant fiberglass
reinforced plastic (FRP) manhole with sealed fiberglass bottom, (22 1/2 inch diameter concentric manway opening/48
inch diameter hinged fiberglass cover with locking hasp), fiberglass access Iadder, metering flume and accessories as
required. Two neoprene boots with stainless steel clamps sized to connect inlet and outlet pipe stubs shall be
supplied by the manhole manufacturer and the manhole will be equipped with hold down brackets for anchoring the
unit to a concrete slab. A l/2 inch thick expanded polystyrene bead board will be supplied for placement on the
concrete slab under the manhole.
COVER/HATCH
(For above grade hinged cover) The Packaged Metering Manhole will be furnished with a fiberglass cover equipped
with heavy duty stainless steel hinges having 1/2" diameter hinge pins and stainless steel hasp for locking.
The cover shall be sufficient strength to withstand 1000 lbs. top load. The cover shall overlap the manhole and scat
on a neoprene seal to prevent dirt, rain and debris from getting into the manhole.
COVERS for STREET R/W INSTALLATIONS
(For all H-20 Highway loadings and in -street covers) The Packaged Metering Manhole concentric manway opening
shall be designed to withstand a 16,000 lb. vertical dynamic wheel load(H-20), plus lateral forces from earth loading,
ground water and frozen soil. The manhole opening shall be a 22 1/2 inch manway for use with, a cast iron cover,
suitable for H-20 highway loading.
Height Requirements:
The fiberglass manhole will be of the height as indicated on the project plans.
MANHOLE GENERAL CONSTRUCTION
The Packaged Metering Manhole shall have a minimum 1/2" wall thickness and be designed and manufactured in
accordance with ANSI/ASTM D3753-8.1 Standard Specification for fiber reinforced manholes. Any portion of the
flume or end adapters extending outside the manhole shall have a reinforced cover. The manhole sides, bottom and
external flume sections shall be designed to withstand a static load of 150 lb./ft. per foot of depth with less than 1/4"
deflection. There shall be no light duty angles of flanges protruding beyond the flume or manhole, that can be
damaged by shear or load forces. The fiberglass manhole shall be fabricated with polyester resin, in one integral
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piece that is structurally strong, lightweight, watertight and corrosion resistant to salt water, ground water, corrosive
soil conditions and many commonly encountered industrial chemicals.
Manhole Barrel:
.Fiberglass barrel shall be 48 inch. in diameter. The barrel shall have a minimum 1/2 inch thickness. Interior of barrel
shall have a 15-20 mil. thick white gelcoat.. Barrel manufacturer shall be the same as that of the flume and the
accessories.
OD. of collar shall be equal to O.D. of incoming and outgoing pipe.
Pipe Stubs:
The FRP manhole and flume shall be provided with pipe stubs to match the O.D. of incoming and outgoing type of
pipe as shown on the project plans or accepted in the Proposal. Flume end adapters shall allow a smooth flow
transition from pipe flow to flume flow.
STANDARD FLUME SIZES
Parshali 3" thru 36" ( sized and Approved for use with flow over 100,000 gpd )
Palmer-Bowlus 4" thru 36"( sized and Approved for use with flow under 100,000 gpd )
Flume:
The flume shall be designed to handle a normal flow of (gpm/cfs) with expected peak flow
(gpm/cfs) and minimum flow (gpm/cfs). The flume shall be a inch. (Parshali/Palmer-
Bowlus with a trapezoidal throat) flow measurement flume. Flume inside surface shall be smooth, isophthalic
gelcoat of 10 - 20 mil thickness. Flume shall be constructed of orthophthalic polyester resin reinforced with.
fiberglass. The minimum glass content shall be 30% exclusive of gelcoat surfaces. Nominal wall thickness shall be a
minimum of 1/4 inch for areas inside the barrel and 1/2 inch minimum for portions extending beyond the barrel.
The flume shall be furnished with the following :
attached 12" floatwell ( left side )
T-304 stainless steel adjustable support bracket for ultrasonic level sensor over the waterway
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pH probe bracket
temperature probe bracket
molded -in head gage graduated in feet and inches, right scale shall be graduated in feet and half tenths with
3/4" high black numerals at each tenth, the left scale shall be graduated in half inch with 3/4" high black
numerals at each inch.
The above to accept the instrumentation of an Utrasonic Open Channel Flow Transmitter and pH Continuous Chart
Recorder, as required in the "Policies for Flowmeter Devices" and "pH Monitoring" by the City's Wastewater
Division. The flume shall be bonded into the manhole to form a totally integral flow measurement manhole package.
The resultant structure will be watertight. Portions of the flume extending outside the manhole shallbe covered with
fiberglass to assure a watertight system. The fiberglass cover shall be reinforced and of sufficient strength to
withstand soil loads up to 150 lb./ft per foot of depth when buried.
Internal Ladder:
The Packaged Metering Manhole shall be furnished with an internal fiberglass ladder to provide easy access. The
ladder rungs shall have a non -slip traction surface and internal stainless steel safety bar. The ladder shall meet or
exceed OSHA. General Industry Standards, Part 1910.27 for "Fixed Ladders".
Utility Tap
The manhole barrel shall be fitted with (give 3 quantity and 3/4"_ size of access taps required), diameter
FRP through -wall utility tap(s) having threaded connections to permit subgrade entrance of power, sample or
recording lines without damaging the watertight integrity of the manhole. ( Temporarily Plugged )
Flume Cover :
A internal fiberglass grate or cover shall be furnished to provide a walking surface and prevent debris from failing
into flume channel.
INSTALLATION
General:
The Packaged Metering manhole shall be installed in accordance with the engineers specifications and local codes
and in a manner consistent with the installation instructions and recommendations of the manufacturer. The
contractor shall see that good construction and installation procedures are followed throughout handling, storage and
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placement to insure that the :manhole is not damaged in any manner, and that maximum serviceable results a:re
achieved.
Handling and Storage:
During loading, unloading and storage care shall be exercised to insure that the manhole is not dropped or otherwise
damaged through impacting with solid surfaces. The manhole shall be stored on a smooth surface, free of sharp
objects, and if laid horizontally, shall be placed in such a way as to avoid structural damage to the inlet and outlet
channels. Slinging will be accomplished using nylon or other fabric material. Under no circumstances shall cable or
chain slings be used in direct contact with fiberglass surfaces.
Site Preparation:
The site shall be excavated wide enough to accommodate the manhole and to provide a safe working environment for
workers. The contractor shall provide a level concrete slab as indicated on the project plans with smooth troweled
surface. Pad elevation shall be as shown on the drawings, and positioned so that the invert of manhole piping
matches that of the pipeline. Pad shall be fitted/drilled with 10 count, 1/2"- 13 NC , T-304 stainless steel (wedge)
anchor bolts at the location indicated on the project plans, manufacture's shop drawings, and installation instructions.
Unless specified otherwise by the manufacturer, the bolt circle diameter shall be 54".
Placement and Final installation:
Prior to manhole placement, the slab shall be cleaned of all sharp objects and debris, and the foam pad, supplied with
unit, properly placed on slab. Neoprene boots supplied with unit, shall also be placed onto existing pipes before
lowering manhole onto concrete slab.
Packaged Metering Manhole shall be lowered onto slab and properly located on anchor bolts in accordance with the
manufacturers' written instructions and recommendations. Slip neoprene boots with stainless steel clamps over pipe
ends, and tighten clamps securely. Under no circumstances shall petroleum lubricants of any type be used to install
boots.
After placement on the foam pad, all anchor bolts shall be securely tightened to tie downs on packaged manhole, and
the flume level shall be checked and adjusted as necessary. On larger units all open spaces under the flume shall be
filled with grout to provide adequate structural support.
128
5/19120O6 ; 1:35 PM

Rackfilling: Care shall be taken to avoid uneven backfill loads on the packaged manhole. Groundwater or surface
water runoff shall not be allowed to accumulate in the open excavation around a manhole which has not been
completely backfilled. Backill materials shall be placed evenly around the packaged manhole in maximum 12 inch.
lifts. If materials other than pea gravel or sand are to be used as fill, there shall be no soil lumps or sharp objects such
as rocks, concrete or other debris larger than 1 inch in size.
All fill workwill he in compliance with local codes, and shall meet the inspection standards established herein for
backfilled sewer trenches.
Stable Soils: (Bearing capacity greater than 2000 lbs./sq. ft.) Native soil, 1/4" x 3/8" round aggregate gravel or sand
shall be used as backfill material, and placed in accordance with the above specifications. See trench specifications
for ASTM 232.1 requirements.
Unstable Soils and High Water Tables: (Bearing capacity less than 2000/lbs./sq. ft.) Sand or 1/4" x 3/8" rounded
aggregate, compacted, shall be used in unstable soils such as expansive clays, marsh and/or where the water table
may be less than 5 ft. from finished grade. Selected backfill (same as established in trench/bedding detail for ASTM
2321, except for the round aggregate gravel or sand required in lieu of class IA and 1 B) shall be placed in maximum
12 inch lifts, a minimum of 24 inches surrounding the manhole, and compacted to 95% Standard Proctor. Density up
to the flat brick ledge.
Finish to Grade (for Street R/W .Installations): For concentric top ( eccentric preferred where available),
contractor shall finish to grade using brick and mortar or precast concrete rings to construct chimney of required
height. Mortar bed and first grade ring shall be firmly supported on flat, bearing shoulder of packaged manhole.
Under no circumstances shall cast iron ring and cover be placed directly on the manhole.
129
5/19/2006 ; 1;3511M1

APPLICATION FORM
CONTRACT FOR UTILITY SERVICE
TO: THE CITY OF GASTONIA
ENGINEERING DEPARTMENT
We the undersigned applicant(s) do hereby request that the City of Gastonia enter into a contract for
water distribution service, sanitary sewer service, water distribution and
sanitary sewer service to the property owned by
located on
We fully understand that the formal contract for these utilities will require that:
1. All utility system construction will be done in accordance to City of Gastonia Standard Specifications and
Details and the attached Development Requirements.
2. All utility system construction shall be done in accordance to the plans for such work as approved by the
City of Gastonia Director of Engineering.
3. The applicant shall dedicate to the City of Gastonia, at no cost to the City, all public easements and
rights -of -way deemed needed by the City for the maintenance of the public portion of the utility system.
4. Upon completion of the public utility system and the connection thereof to the appropriate City system, all
water mains, sewer lines and any fire hydrants, valves, manholes, sewer lift stations, force mains, collector
sewer lines, or any other appurtenances used in connection with said main or system shall thereupon and
thereafter be the entire and sole property of City and under the sole and exclusive control of City. The City
of Gastonia will accept for public maintenance only those public lines indicated in the approved plans.
5. The City of Gastonia shall have the right to enter upon the construction site at any time for the purpose of
inspecting the construction or materials used in constructing the public portion of the utility systems.
6. Upon completion of the public utility system, the applicant shall provide to the City a video tape of any
newly constructed sanitary sewer line(s) and perform tests on the public utility system. The applicant or his
contractor under the supervision of the City of Gastonia Engineering Department personnel shall perform
such tests. Tests performed shall include, but not be limited to, water pressure tests, water purity tests and
sanitary sewer low-pressure air exfiltration tests.
7. The applicant shall maintain the current minimum insurance requirements during the construction of the
public portion of the utility system(s) with the provision that the City will be given thirty (30) days written
notice of any intent to terminate such insurance by either the applicant or the insuring company. A copy of
the City's current insurance requirements is attached.
Failure of the construction or utility systems to meet any or all of the above requirements will result in (1) the
disconnection of the defective system from the City's utility system, or (2) correction of such defects. In either
case the cost of such repairs or disconnection construction shall be the total expense of the applicant.
1

Y 7
**Please provide the following information.**
1. Name of Applicant(s)
Proprietorship ❑ Partnership ❑ Corporation or Limited Liability ❑ Limited Liability Company
Corporation
2. Address of Applicant(s)
County:
3. Name and addresses of owners:
(If different from above)
4. Name, address and phone number of person designated as applicant's agent for this contract:
Name:
Address:
Phone Number:
5. Name of Project:
6. Location of Project:
7. Number and type of units to be served: WATER SEWER
single family residential
multi- family residential
business
commercial
other
specify
2

z
8. Name and address of contractor:
Water Line Contractor: Name:
Address:
Sanitary Sewer Contractor: Name:
Address:
9. Anticipated water consumption rate for project covered by this application:
peak hourly rate gallons per minute
total annual rate gallons per year
10. Anticipated sanitary sewer flow rate for project covered by this application:
Average daily flows
total annual rate
gallons per day
gallons per year
11. Estimated construction costs (attach detailed estimate: see note #1):
$ offsite water system
$ onsite water system
$ offsite sewer system
$ onsite sewer system
$ pump station system
12. Estimated beginning and completion date of construction:
water
sewer
beginning completion

We, the applicants and owners, do hereby agree to be governed by all ordinances and regulations adopted or
made by the City of Gastonia for the control, maintenance, and protection of its utility systems and services in
force at the time said application is made or by such ordinance or regulation that might be adopted by the City
of Gastonia subsequent to this application.
Submitted this
day of , 20 .
Signature of Property Owner(s) or Applicant(s)
BY:
(Printed Name)
(Title)
Note:
1. If reimbursement of deposits or cost is anticipated, applicant must attach detailed construction cost estimates
from one to three water and sewer contractors. (See item #11)
2. Attach reproducible 8Y2 x 14 drawings representing the plan view of utility systems covered by this
application.
3. Attach full size copy of plans and specifications approved by the NC Department of Human Resources
(water plans) and/or NC Department of Natural Resources and Community Development (sewer plans).
FOR CITY OF GASTONIA STAFF REVIEW ONLY
Construction Plans Approved Yes No
NC Department of Human Resources Approval
(water plans) Yes No N/A
NC Department of Natural Resources and
Community Development (sewer plans) Yes No N/A
8'/2 x 14 reproducible drawings submitted Yes No
water Yes No N/A
sewer Yes No N/A
Application fee submitted Yes No
Amount: $
Check No:
Date:
Reimbursement Basis
1. No reimbursement
2. Offsite construction
3. Other (specify)
WATER SEWER
4

City of Gastonia
Development Requirements
1. The proposed utilities, including any required fire hydrants, valves, manholes, sewer lift stations, force
mains, collector sewer lines, or any other appurtenances necessary in connection therewith, shall be installed by
Applicant if Applicant, under the laws of North Carolina, is permitted to make such installations, or by a
contractor of Applicant licensed by the State of North Carolina to make such installations. All installations
shall be made in accordance with the engineering plans, profiles and specifications for the proposed installation
approved by the Director of Engineering / City Engineer of the City and subsequent approved revisions, a copy
of which has been so endorsed as to such approval for the Applicant's use and is on file in the City Engineer's
office.
2. The installation of the subject improvements shall be performed under the direction of the City
Engineer's designated representative during construction. All work and materials must conform to the City's
Standard Details and Specifications. The sub -grade / stone base must be inspected and approved by the City's
inspector prior to placing stone / bituminous concrete pavement.
3. Upon completion of construction, Applicant shall provide to City for its review, a videotape of any
newly constructed sanitary sewer line(s). Additionally, the connection of the subject utilities to the City
systems shall not be permanently made or maintained until the same shall have been tested under supervision of
and the written approval and acceptance of such installation given by the City's Director of Engineering / City
Engineer. After such approval and acceptance, City shall thereafter repair and maintain the same, except for
defects in workmanship or materials, or as a result of noncompliance with the plans and specifications therefor,
appearing within one year after such acceptance which shall be the responsibility of and done at the sole
expense of Applicant.
4. Applicant shall obtain, provide and furnish at Applicants expense, including attorney fees and recording
fees, such perpetual rights -of -way or deeds to City as shall be specified by City for the construction,
maintenance and operation of the subject utilities, including any encroachment agreements that might be
required from the North Carolina Department of Transportation or any public utility. Applicant does hereby
dedicate perpetual rights -of -way for public purposes as to those areas shown on Exhibit "A" hereto, for the
construction, maintenance and operation of streets and utilities over, in, and on said rights -of -way and
easements.
5. Upon completion of the subject utilities and the connection thereof to the appropriate City system, all
water mains, sewer lines and any fire hydrants, valves, manholes, sewer lift stations, force mains, collector
sewer lines, or any other appurtenances used in connection with said main or system shall thereupon and
thereafter be the entire and sole property of City and under the sole and exclusive control of City.
6. Neither Applicant nor any other person shall be entitled to any service laterals from the main or line
installed by Applicant except upon permission of City and the payment of any water meter and any other water
and sewer tap fees required by any ordinances or regulations of City. Provided that the payment of water and
sewer availability fees as defined in Chapter 14, Article II, Division 2, Section 14-145 (a) of the "City of
Gastonia Code of Ordinances" for each service connection to the mains or lines installed by Applicant shall not
be required for a period of fifteen years from the effective date of this Agreement, unless the service connection
is to a main or line for which City reimbursed the applicant for an off -site reimbursement.
7. Applicant warrants that upon completion of the installation and construction of the subject utilities, the
same, including any rights -of -way therefor, shall be free and clear of all claims or encumbrances of any person
whatso ever.
5

8. Installation of the subject utilities shall be done and completed at the sole expense and responsibility of
Applicant free and clear of all claims or encumbrances. Applicant shall be solely responsible that the subject
utilities are installed in accordance with the plans, profiles, and specifications as approved by the City's Director
of Engineering / City Engineer and subsequent approved revisions, and is on file in the City Engineer's office.
9. Applicant shall comply and be bound and governed by all zoning and subdivision ordinances and
regulations of City now in existence or hereafter adopted that are applicable to the properties to be serviced by
the utilities, and all ordinances and regulations of City now in existence or hereafter adopted, regarding the
operation, control, maintenance and protection of the subject utilities of City, and it is expressly understood that
the aforesaid compliance shall be a condition precedent to the acceptance and approval by City of the system.
10. In the event of the violation of any of the above agreements, City shall have the right to declare all or
any of the rights of Applicant under this application forfeited and to refuse to connect or to remove and to
disconnect any tap or connection made under this application, and shall thereafter, at its option, be relieved of
any obligations to Applicant.
11. This application shall be binding upon the parties hereto and upon their respective successors and
assigns; provided however, no assigmnent of this agreement shall be made without the prior written consent of
the City of Gastonia and the payment of any applicable fees, charges or expenses in accordance with applicable
City ordinances, policies and regulations.
6

City of Gastonia
Insurance Requirements
Applicant shall indemnify and hold harmless City from any and all loss, cost, damages, expense and liability
(including attorney's fees) caused by accident or other occurrence resulting in bodily injury or property damage
to any person or property arising from the installation of such improvements by applicant or the contractor of
Applicant. Applicant or the contractor of applicant shall maintain the following insurance coverages during the
construction of the utilities:
(a) Worker's compensation coverage;
(b) General Liability Insurance with a contractual coverage endorsement with a single limit of liability
of $1,000,000.00 bodily injury and property damage;
(c) Automobile Liability Insurance with limits of liability of not less than $1,000,000.00 per occurrence
for bodily injury and $1,000,000.00 per occurrence for property damage.
(d) Applicant shall name the City of Gastonia an additional insured on its general and automobile
liability insurance policies, and a certificate of insurance to that effect shall be delivered to City.
The applicant shall furnish certificates of such insurance to City with the provision that City will be
given thirty day's written notice of any intent to terminate such insurance by either applicant or the insuring
company.
MasterApplicationForUtilityService
File Folder: Forms
7

Great Place. Great People. Great Promise.
Engineering Standards
P.O. Box 1748 • Gastonia, NC 28053-1748 • Phone: [phone] • Fax: [phone]
www.cityofgastonia.com
MEMORANDUM
Date: of final submittal
To: project engineer
Fr: construction inspector
Re: Checklist for Project Title
Pre -Construction:
1. Initial and date Pre -Construction Photos
2. Contractor has Change Order Form
3. Contractor has Pay Request Faun
4. Contractor has Survey Request Form
5. Survey will be performed by ❑ City, ❑ Consultant, ❑ Contractor
General:
1. Flyers to adjacent property owner with Inspector and Project Engineer
contact info.
2. Has contractor established staging area?
3. Approved materials list
4. Date construction started.
5. Date of Substantial Completion .
6. Punch list delivered to contractor
7. Punch list completed
8. As -Built plans

Earthwork:
1. Erosion control installed as per plan (dates for phases).
2. Proof -roll date(s)

Water:
1. Date WL construction started.
2. Has contractor potholed potential conflicts?
3. All restrained joint visually verified by inspector. Note dates on plans.
4. All blocking visually verified by inspector. Attach concrete ticket(s).
5. All bends tied to two fixed objects and noted on plans with date.
6. Pressure tests passed. Indicate testing dates
7. Attach water sample reports (signed & approved by TRU)
8. Email TRU that WL has been tested and meter installation may begin
9. Valve boxes and meters to grade
10. All valves checked open and 1/4 turn off stop.
11. FH paint, grease and grade
12. FH flow report to TRU (Mike Bynum)

ewer;
1. Date San. Swr. Line construction started.
2. Has contractor potholed potential conflicts?
3. MH Frames to grade
4. Pressure tests passed. Indicate testing dates
5. All taps (wyes) and service lines approved.
6. Received television report and video from contractor.
7. San. Swr. Punch list to contractor
8. Punch list complete
9. As -Built plans verified
10. Email l'KU that San. Swr. has been tested and service connections may
begin
Has contractor potholed potential conflicts?
All blocking visually verified by inspector. Attach concrete ticket .
All restrained joint visually verified by inspector. Note dates on plans.
Pressure tests passed. Indicate testing dates and station ranges on plans.

Storm Drainage:
1. Date storm drain construction started
2. Steps Approved
3. Verify that Footings are correct thickness and size.
4. Has contractor potholed potential conflicts?
5. Check pipe for alignment (flash, lamp)
6. Check pipe for grade
7. Keyways installed per specification. Note dates on plans.
8. Verify dimensions of catch basins, head -walls and tail ditches
9. Filter fabric visually inspected before rip -rap placement
10. Verify that all RCP has been cleanly broken off in CBs ox JBs and masonry
work completed with smooth face of pipe at wall.
11. Check CBs and RCP for debris.
12. Verify that all RCP has been broken off in CB and masonry work
completed.
13. Check for required spillways, aprons, and rip -rap. Retain stone tickets with
signatures.
14. Punch -list delivered to contractor
15. System complete.

Asphalt:
1. Date roadway construction started.
2. All valveboxes and MH lids GPS'd and tied to two points out of road.
3. Approved JMFs posted for all types of asphalt on this job.
❑ base ❑ binder 0 surface 0 other
4. Soil base proof -rolled and stringline checked (50' max). Station range &
date.
5. Stone base proof -rolled and stringline checked (50' max). Station range &
date. Attach density reports if available.
6. Binder tickets audited and archived. Attach density reports
7. Binder Approved and stringline checked (50' max).
8. All valve boxes and MH lids raised with sound brick and mortar.
9. Surface tickets audited and archived. Attach density reports
10. Punch list to contractor
11. Asphalt complete

Concrete:
1. Date concrete work startedApproved Concrete mixes posted for all types
❑ Sidewalk ❑ C&G hand ❑ C&G machine ❑ other
2. C&G Stringline approved (Approval of string line for forms is NOT a final approval)
3. All C&G drains properly to CB -
4. All C&G joints sawed properly, curing compound applied, all honeycomb
repaired.
5. All driveway joints sawed properly (not greater than 8'x12'), curing
compound applied, all honeycomb repaired
6. Punch list to contractor
7. Concrete work complete

Slopes and Seeding:
1. All slopes and shoulders to design grades
2. Seed beds raked smooth and free of debris.
3. Seed tickets attached
4. Turf reinforcing mat per approved list. Installed per manufacturers
recommendation. Staples or pegs. (circle one)
5. Tack applied per CoG/DOT specs. (if no hydro -tack)

Closeout:
1. Notify Project Engineer of eminent walkthrough. (10 day internal claim
request)
2. Flyers to adjacent property owners (10 day request for claims.)
3. Final walkthrough with Contractor, Design Engineer, Project Engineer,
Chief Engineer (Dev. Svcs.), Chief Stakeholder (TRU, PW, Planning, etc.)
4. Punchlist delivered to contractor. Include property owner claims.
5. Punchlist complete
6. Final Pay request received.
7. Submit this package with final pay request.

North Carolina
Division of Water Quality
PERCS Unit
Quarterly Permit Report
Delegated Municipality: City of Gastonia
Year: 2012 Quarter:October - December
Permit Date Design Flow Type of Treatment Plant Current
Number Issued Permittee Project Description (gpd) Waste NPDES No. Status
South Fork Catawba Regional Waste Water
Improvements, Ph I - Fair St.
7605-S 11/20/2012 City of Gastonia 2682 If of 8" 52,470 Domestic Long Creek-NC0020184 Design Complete
7543-S 11/29/2012 Rosegate Subdivision Ph 3 A & B 995 If of 8" 8,520 Domestic Long Creek-NC0020184 Design Complete
Daimler
7582-S 12/21/2012 Childress Klein Properties 316 If of 8" 2,500 Domestic Long Creek-NC0020184 Design Complete
Total GPD this Qtr.: 63,490
Submit to NCDENR, Division of Water Quality, PERCS Unit,1617 Mail Service Center, Raleigh, NC 27699-1617 and your regional Division of Water Quality office. No copies of permits or plans
are necessary.
1/15/2013

North Carolina
Division of Water Quality
PERCS Unit
Quarterly Permit Report
Delegated Municipality: City of Gastonia
Year: 2012 Quarter:October - December
Permit Date Design Flow Type of Treatment Plant Current
Number Issued Permittee Project Description (gpd) Waste NPDES No. Status
South Fork Catawba Regional Waste Water
Improvements, Ph I - Kings Grant
7606-S 11/20/2012 City of Gastonia 266 If of 8" 64,440 Domestic Eagle Road: NC0006033 Design Complete
Total GPD this Qtr.: 64,440
Submit to NCDENR, Division of Water Quality, PERCS Unit,1617 Mail Service Center, Raleigh, NC 27699-1617 and your regional Division of Water Quality office. No copies of permits or plans
are necessary.
1/15/2013

North Carolina
Division of Water Quality
PERCS Unit
Quarterly Permit Report
Delegated Municipality: City of Gastonia
Year: 2012 Quarter: July - September
Permit Date Design Flow Type of Treatment Plant Current
Number Issued Perinittee Project Description (gpd) Waste NPDES No. Status
7488-S 7/3/2012 Dollar General-MED Group, LLC
662 If of 8" 910 Domestic Long Creek-NC0020184 Design Complete
Total GPD this Qtr.: 910
Submit to NCDENR, Division of Water Quality, PERCS Unit,1617 Mail Service Center, Raleigh, NC 27699-1617 and your regional Division of Water Quality office. No copies of permits or plans
are necessary.
10/30/2012

Great Place. Great People. Great Promise.
Engineering Standards
P.O. Box 1748 • Gastonia, NC 28053-1748 • Phone: [phone] • Fax: [phone]
www.cityofgastonia.com
December 21, 2012
Jon Wilson
Childress Klein Properties
2800 One Wells Fargo Center
Charlotte, North Carolina 28202
Subject: Permit # 7582-S — 316 linear feet of 8" Sanitary Sewer to serve Daimler
Dear Mr. Wilson:
In accordance with your completed application dated December 20, 2012, we are forwarding herewith
permit number 7582-S, dated December 21, 2012, to you for the construction of a sanitary sewer
extension to serve Daimler.
This permit shall be effective from the date of issuance until rescinded, and shall be subject to the
conditions and limitations as specified therein.
If any conditions or limitations contained in this permit are unacceptable to you, you have the right to
appeal any such conditions to the office of the City Engineer within thirty days of issuance of said
permit.
Construction shall not commence prior to the issuance of a Notice to Proceed at the Pre -Construction
Conference.
Upon completion of the permitted extension,a certification must be received by the City of Gastonia,
Engineering Division, from your Engineer certifying that the sanitary sewer system extension has been
installed in accordance with the approved plans and specifications. The certification statement is on
page two of this permit. Please return a copy of the permit with your Engineer's certification statement
completed. The construction will not be accepted by the City until the certification statement is
received.
One (1) set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Jamie Johnson at 704-866-6789.
Sincerely,
HORNE A. MARTIN, PE
Assistant City Engineer

CITY OF GASTONIA
PERMIT
For the discharge of Sewerage, Industrial Wastes, or other Wastes
In accordance with the provisions of Article 21 of Chapter 143, General
Statutes of North Carolina as amended, and other applicable Laws, Rules,
and Regulations for the Consolidated Water and Sanitary Sewerage System of
the City of Gastonia.
PERMISSION IS HEREBY GRANTED TO
Childress Klein Properties
FOR THE
construction and operation of approximately 316 linear feet of 8" gravity
sanitary sewer and 1 manhole to serve Daimler, pursuant to the completed
application received December 20, 2012 and in conformity with the
requirements of the Department of Natural Resources and Community
Development.
This permit shall be effective from the date of issuance until rescinded, and
shallbe subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in
accordance with the approved plans, specifications and other supporting
data.
2. Construction of the sewers shall be so scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass
discharge of wastewater to the surface waters of the State.
3. This permit is effective only with respect to the nature and volume of
wastes described in the application and other supporting data.
4. The facilities shall be properly maintained and operated at all times.

5. This permit is not transferable.
6. Completion of construction and prior to acceptance and operation of this
permitted facility, a certification must be received from a professional
engineer certifying that the permitted facility has been installed in
accordance with the approved plans and specifications.
This approval is given with the understanding that upon installation of such
works, the project shall be dedicated to the City of Gastonia who will operate
the installation of the best accepted practice and in accordance with the
recommendations of the Division of Health Services.
The official copies of plans and specifications accompanying this application
have been sealed and stamped with the serial number of this application
7582-S. Only such plans and specifications are included in this approval
and any erasures, additions or alterations of the proposed improvements will
make up such approval null and void.
PERMIT NO. 7582-S
Assistant City Engineer
DATE ISSUED: December 21, 2012
I, . as a duly registered Professional Engineer
in the State of North Carolina hereby certify that construction of these
permitted facilities has been completed within substantial compliance and
intent of the approved plans and specifications.
Signature Registration No. Date

GRAVITY SEWER DESIGN CHECKLIST
Review authority City of Gastonia Review #7582-S
Review by: Thorne Martin NCP.E. NO. 16826
Project title Daimler Date: 12/21/2012
Check for left blank if minimum requirements not met
and provide comments
1). Total length of sewer pipe (by Diameter size):
Diameter (inch) Length (lineal feet)
8 316
Total 316
2). Type of pipe material: PVC
3). Wastewater strength (domestic, etc.): Domestic
4). Total number of manholes: 1
5). Invert elevations given: YES
6). Sewer reach - per Diameter: 8 inch
max. slope: 8.10 %
max. flow rate: 2.22 MGD
max. velocity: 9.86 fps
min. slope: 8.10
7). Proposed average daily flowrate: 2500 GPD
Proposed peak daily flowrate: 6250 GPD
8). Adequate horizontal /vertical separation provide for:
storm sewer YES (12 inch vert. min)
water main YES (18 inch vert. min)
water main YES (10 feet horizontal min)
benched trench YES . (18 inch vert. min)
other utilities
If no, explain:
9). Pipe cover greater than or equal to three (3) feet: YES
If no, explain:
10). Are there any wells within 100 feet
of the proposed sewer? NO
Daimler Designcklist
11). Construction /permanent Right-of-way indicated: YES
100-years flood elevations of adjacent stream given: N/A
manholes top elevations given: YES
12). Maximum sewer reach length between manholes: 316
Can. owner/authority clean this length: YES
13). Manhole specifications given: YES
Adequate manhole foundation: YES
Shear support for pre-fab manholes: YES
Drop manholes required: NO
(invert separation greater than 2.5 feet)
Number of drop manholes:
Location of drop manholes:
14). Pipe bedding and backfill specifications adequate: YES
Installation methods specified adequate: YES
Water tight pipe connections and joints: YES
Adequate support for aerial sewers provided: N/A
15). Infiltration/Exfiltration test rate specified YES 100 GPD/in
Maximum rate specified: 100 GPD per inch diameter per mile length
16). Does construction, relocation, or rehabilitation of proposed
sewers require maintaining service of existing utilities? YES
Adequate bypass provisions: YES (no surface -water discharge)
17). All sheets of plans signed/sealed by NC P.E.: YES
18). Other comments:
I hereby certify that the subject project has been reviewed in accordance
with Division of Environmental Management Guidelines for Gravity
Sanitary Sewer.
CATI°
•''e ®a_ ', •Reviewer's •signature
• 16
(4&4'
Z— Z 7—

ASTONI1
NC
Great Place. Great People. Great Promise.
Engineering Standards
P.O. Box 1748 • Gastonia, NC 28053-1748 • Phone: [phone] • Fax: [phone]
www.cityofgastonia.com
July 3, 2012
David Hoyle, Jr.
MED Group, LLC
PO Box 2494
Gastonia, North Carolina 28053
Subject: Permit # 7488-S — 662 linear feet of 8" Sanitary Sewer to serve Dollar General
Dear Mr. Hoyle:
In accordance with your completed application dated June 28, 2012, we are forwarding herewith permit
number 7488-S, dated July 3, 2012, to you for the construction of a sanitary sewer extension to serve
Dollar General.
This permit shall be effective from the date of issuance until rescinded, and shall be subject to the
conditions and limitations as specified therein.
If any conditions or limitations contained in this permit are unacceptable to you, you have the right to
appeal any such conditions to the office of the City Engineer within thirty days of issuance of said
permit.
Construction shall not commence prior to the issuance of a Notice to Proceed at the Pre -Construction
Conference.
Upon completion of the permitted extension, a certification must be received by the City of Gastonia,
Engineering Division, from your Engineer certifying that the sanitary sewer system extension has been
installed in accordance with the approved plans and specifications. The certification statement is on
page two of this permit. Please return a copy of the permit with your Engineer's certification statement
completed. The construction will not be accepted by the City until the certification statement is
received.
One (1) set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Jamie Johnson at 704-866-6789.
Sincerel
THORNE A. MARTIN, PE
Assistant City Engineer

CITY OF GASTONIA
PERMIT
For the discharge of Sewerage, Industrial Wastes, or other Wastes
In accordance with the provisions of Article 21 of Chapter 143, General
Statutes of North Carolina as amended, and other applicable Laws, Rules,
and Regulations for the Consolidated Water and Sanitary Sewerage System of
the City of Gastonia.
PERMISSION IS HEREBY GRANTED TO
MED Group, LLC
FOR THE
construction and operation of approximately 662 linear feet of 8" gravity
sanitary sewer and 4 manholes to serve Dollar General, pursuant to the
completed application received June 28, 2012 and in conformity with the
requirements of the Department of Natural Resources and Community
Development.
This permit shall be effective from the date of issuance until rescinded, and
shall be subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in
accordance with the approved plans, specifications and other supporting
data.
2. Construction of the sewers shall be so scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass
discharge of wastewater to the surface waters of the State.
3. This permit is effective only with respect to the nature and volume of
wastes described in the application and other supporting data.
4. The facilities shall be properly maintained and operated at all times.

5. This permit is not transferable.
6. Completion of construction and prior to acceptance and operation of this
permitted facility, a certification must be received from a professional
engineer certifying that the permitted facility has been installed in
accordance with the approved plans and specifications.
This approval is given with the understanding that upon installation of such
works, the project shall be dedicated to the City of Gastonia who will operate
the installation of the best accepted practice and in accordance with the
recommendations of the Division of Health Services.
The official copies of plans and specifications accompanying this application
have been sealed and stamped with the serial number of this application
7488-S. Only such plans and specifications are included in this approval
and any erasures, additions or alterations of the proposed improvements will
make up such approval null and void.
PERMIT NO. 7488-S DATE ISSUED: July 3, 2012
THORNE A. MARTIN, PE
Assistant City Engineer
I� . as a duly registered Professional Engineer
in the State of North Carolina hereby . certify that construction of these
permitted facilities has been completed within substantial compliance and
intent of the approved plans and specifications.
Signature Registration No. Date

GRAVITY SEWER DESIGN CHECKLIST
Review authority City of Gastonia Review #7488-S
Review by: Thorne Martin NCP.E. NO. 16826
Project title: MED Group, LLC Date: 7/3/2012
Check for left blank if minimum requirements not met
and provide comments
1). Total length of sewer pipe (by Diameter size):
Diameter (inch) Length (lineal feet)
8 662
Total 662
2). Type of pipe material: PVC, DIP
3). Wastewater strength (domestic, etc.): Domestic
4). Total number of manholes: 4
5). Invert elevations given: YES
6). Sewer reach - per Diameter: 8 inch
max. slope: 10.00 %
max. flow rate: 2.47 MGD
max. velocity: 10.95 fps
min. slope: 1.01 %
7). Proposed average daily flowrate: 910 GPD
Proposed peak daily flowrate: 2275 GPD
8). Adequate horizontal /vertical separation provide for:
storm sewer
water main
water main
benched trench
other utilities
If no, explain:
9). Pipe cover greater than or equal to three (3) feet: YES
If no, explain:
10). Are there any wells within 100 feet
of the proposed sewer?
MED Group Designcklist.xls
YES (12 inch vert. min)
YES (18 inch vert. min)
YES (10 feet horizontal min)
YES (18 inch vert. min)
NO
11). Construction /permanent Right-of-way indicated:
100-years flood elevations of adjacent stream given: YES
YES
manholes top elevations given:
12). Maximum sewer reach length between manholes: YES
Can owner/authority clean this length: 3YES
13). Manhole specifications given: YES
YES
Adequate manhole foundation:
Shear support for pre-fab manholes: YES
Drop manholes required: YES
(invert separation greater than 2.5 feet) YES
Number of drop manholes: 2
Location of drop manholes: PMH 1, PMH 2
14). Pipe bedding and backfill specifications adequate: YES
Installation methods specified adequate: YES
Water tight pipe connections and joints: YES
Adequate support for aerial sewers provided: N/A
15). Infiltration/Exfiltration test rate specified: YES 100 GPD/in
Maximum rate specified: 100 GPD per inch diameter per mile length
16). Does construction, relocation, or rehabilitation of proposed
sewers require maintaining service of existing utilities? YES
Adequate bypass provisions: YES (no surface water discharge)
17). All sheets of plans signed/sealed by NC P.E.: YES
18). Other comments:
I hereby certify that the subject project has been reviewed in accordance
with Division of Environmental Management Guidelines for Gravity
Sanitary Sewer.
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16826 • =
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Reviewer's signature
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Great Place. Great -People. Great Promise.
Engineering Standards
P.O. Box 1748 • Gastonia, NC 28053-1748 • Phone: [phone] • Fax: [phone]
www.cityofgastonia.com
November 29, 2012
Robert B. Bowman
Bowman Development Group, Inc.
13815 Cinnabar Place
Huntersville, North Carolina 28078
Subject: Permit # 7543-S - 995 linear feet of 8" Sanitary Sewer to serve
Rosegate Subdivision Phase 3 A & B
Dear Mr. Bowman:
In accordance with your completed application dated November 21, 2012, we are forwarding herewith
permit number 7543-S, dated November 29, 2012, to you for the construction of a sanitary sewer
extension to serve Rosegate Subdivision Phase 3 A & B.
This permit shall be effective from the date of issuance until rescinded, and shall be subject to the
conditions and limitations as specified therein.
If any conditions or limitations contained in this permit are unacceptable to you, you have the right to
appeal any such conditions to the office of the City Engineer within thirty days of issuance of said
permit.
Construction shall not commence prior to the issuance of a Notice to Proceed at the Pre -Construction
Conference.
Upon completion of the permitted extension, a certification must be received by the City of Gastonia,
Engineering Division, from your Engineer certifying that the sanitary sewer system extension has been
installed in accordance with the approved plans and specifications. The certification statement is on
page two of this permit. Please return a copy of the permit with your Engineer's certification statement
completed. The construction will not be accepted by the City until the certification statement is
received.
One (1) set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Jamie Johnson at 704-866-6789.
Sincerely,
THORNE A. MARTIN,
Assistant City Engineer

CITY OF GASTONIA
PERMIT
For the discharge of Sewerage, Industrial Wastes, or other Wastes
In accordance with the provisions of Article 21 of Chapter 143, General
Statutes of North Carolina as amended, and other applicable Laws, Rules,
and Regulations for the Consolidated Water and Sanitary Sewerage System of
the City of Gastonia.
PERMISSION IS HEREBY GRANTED TO
Bowman Development Group, Inc.
FOR THE
construction and operation of approximately 995 linear feet of 8" gravity
sanitary sewer and 9 manholes to serve Rosegate Subdivision Phase 3 A 86 B,
pursuant to the completed application received November 21, 2012 and in
conformity with the requirements of the Department of Natural Resources
and Community Development.
This permit shall be effective from the date of issuance until rescinded, and
shall be subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in
accordance with the approved plans, specifications and other supporting
data.
2. Construction of the sewers shall be so scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass
discharge of wastewater to the surface waters of the State.
3. This permit is effective only with respect to the nature and volume of
wastes described in the application and other supporting data.

1
40.41,
4. The facilities shall be properly maintained and operated at all times.
5. This permit is not transferable.
6. Completion of construction and prior to acceptance and operation of this
permitted facility, a certification must be received from a professional
engineer certifying that the permitted facility has been installed in
accordance with the approved plans and specifications.
This approval is given with the understanding that upon installation of such
works, the project shall be dedicated to the City of Gastonia who will operate
the installation of the best accepted practice and in accordance with the
recommendations of the Division of Health Services.
The official copies of plans and specifications accompanying this application
have been sealed and stamped with the serial number of this application
7543-S. Only such plans and specifications are included in this approval
and any erasures, additions or alterations of the proposed improvements will
make up such approval null and void.
PERMIT NO. 7543-S
Assistant City Engineer
DATE ISSUED: November 29, 2012
I, . as a duly registered Professional Engineer
in the State of North Carolina hereby certify that construction of these
permitted facilities has been completed within substantial compliance and
intent of the approved plans and specifications.
Signature Registration No. Date

GRAVITY SEWER DESIGN CHECKLIST
Review authority City of Gastonia Review #7543-S
Review by: Thorne Martin NCP.E. NO. 16826
Project title Rosegate Ph 3a/b
Check for left blank if minimum requirements not met
and provide comments
1). Total length of sewer pipe (by Diameter size):
Diameter (inch) Length (lineal feet)
8 995
Total 995
2). Type of pipe material: PVC, DIP
3). Wastewater strength (domestic, etc.):
4). Total number of manholes:
5). Invert elevations given:
6). Sewer reach - per Diameter:
max. slope:
max. flow rate:
max. velocity:
min. slope:
7). Proposed average daily flowrate:
Proposed peak daily flowrate:
8). Adequate horizontal /vertical separation
storm sewer YES
water main YES
water main YES
benched trench . YES
other utilities
If no, explain:
9). Pipe cover greater than or equal to three (3) feet: YES
If no, explain:
10). Are there any wells within 100 feet
of the proposed sewer? NO
Rosegate 3ab Designcklist
Date: 11/29/2012
Domestic
9
YES
8 inch
6.75 %
2.03 MGD
9.00 fps
0.60 %
8520 GPD
21300 GPD
provide for:
(12 inch vert. min)
(18 inch vert. min)
(10 feet horizontal min)
(18 inch vert. min)
11). Construction /permanent Right-of-way indicated: YES
100-years flood elevations of adjacent stream given: N/A
manholes top elevations given: YES
12). Maximum sewer reach length between manholes: 215.38
Can owner/authority clean this length: YES
13). Manhole specifications given: YES
Adequate manhole foundation: YES
Shear support for pre-fab manholes: YES
Drop manholes required: NO
(invert separation greater than 2.5 feet)
Number of drop manholes:
Location of drop manholes:
14). Pipe bedding and backfill specifications adequate: YES
Installation methods specified adequate: YES
Water tight pipe connections and joints: YES
Adequate support for aerial sewers provided: N/A
15). Infiltration/Exfiltration test rate specified YES 100 GPD/in
Maximum rate specified: 100 GPD per inch diameter per mile length
16). Does construction, relocation, or rehabilitation of proposed
sewers require maintaining service of existing utilities? YES
Adequate bypass provisions: YES (no surface water discharge)
17). All sheets of plans signed/sealed by NC P.E.: YES
18). Other comments:
I hereby certify that the subject project has been reviewed in accordance
with Division of Environmental Management Guidelines for Gravity
Sanitary Sewer.
lilt CA/4
i
�Q -�{.7
16826
/\Reviewer's signature
1

4. The facilities shall be properly maintained and operated at all times.
5. This permit is not transferable.
6. Completion of construction and prior to acceptance and operation of this
permitted facility, a certification must be received from a professional
engineer certifying that the permitted facility has been installed in
accordance with the approved plans and specifications.
This approval is givenwith the understanding that upon installation of such
works, the project shall be dedicated to the City of Gastonia who will operate
the installation of the best accepted practice and in accordance with the
recommendations of the Division of Health Services.
The official copies of plans and specifications accompanying this application
have been sealed and stamped with the serial number of this application
7384-S. Only such plans and specifications are includedin this approval
and any erasures, additions or alterations of the proposed improvements will
make up such approval null and void.
PERMIT NO. 7384-S DATE ISSUED: May 7,2012
THORNE A. MARTIN; PE
Assistant City Engineer
I, AIIC. M- 6 I,' - , as a duly registered Professional Engineer
in the State of North Carolina hereby certify that construction ofthese
permitted facilities has been completed within substantial compliance and
intent of the ap•roye• plans and specifications.
Signature
Registration No. O 3 0 351 Date of ' I ' Z6.13

CITY OF GASTONIA
PERMIT
For the discharge of Sewerage, Industrial Wastes, or other Wastes
In accordance withthe provisions of Article 21 of Chapter 143, General
Statutes of North Carolina as amended, and other applicable Laws, Rules,
and Regulations for the Consolidated Water and Sanitary Sewerage System of
the City of Gastonia.
PERMISSION IS HEREBY GRANTED TO
MED Group, LLC
FOR THE
construction and operation of approximately 662 linear feet of 8" gravity
sanitary sewer and 4 manholes to serve Dollar General, pursuant to the
completed application received June 28, 2012 and in conformity with the
requirements of the Department of Natural Resources and Community
Development.
This permit shall be effective from the date of issuance until rescinded, and
shall be subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in
accordance with the approved plans, specifications and other supporting
data.
2. Construction of the sewers shall be so scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass
discharge of wastewater to the surface waters of the State.
3. This permit is effective only with respect to the nature and volume of
wastes described in the application and other supporting data.
4. The facilities shall be properly maintained and operated at all times.

5. This permit is not transferable.
6. Completion of construction and prior to acceptance and operation of this
permitted facility, a certification must be received from a professional
engineer certifying that the permitted facility has been installed in
accordance with the approved plans and specifications.
This approval is given with the understanding that upon installation of such
works, the project shall be dedicated to the City of Gastonia who will operate
the installation of the best accepted practice and in accordance with the
recommendations of the Division of Health Services.
The official copies of plans and specifications accompanying this application
have been sealed and stamped with the serial number of this application
7488-S. Only such plans and specifications are included in this approval
and any erasures, additions or alterations of the proposed improvements will
make up such approval null and void.
PERMIT NO. 7488-S
Assistant City Engineer
DATE ISSUED: July 3, 2012
7". CAR I
��o, ''�ssio0 AL
Jl97IFOvtf17 - . as a duly registered Professittleitfigineer
in the State of North Carolina hereby . certify that construction of these
permitted facilities has been completed within substantial compliance and
intent of the approved plans and specifications.
Registration No. l6 036' Date /d// Z/T_
/ /