NC0023736_Sewer Extensions

T
TOWN OF SAWMILLS
HELENA STREET AREA CDBG SANITARY SEWER PROJECT
AMMENDMENT - IDLEWOOD DRIVE AREA
PUMP STATION DESIGN CALCULATIONS
April 11, 2002
BENJAMIN B. THOMAS, P.E.
WEST CONSULTANTS, PLLC
MORGANTON, NORTH CAROLINA
WEST
CONSULTANTS PLLC

I. DESIGN FLOW:
A. PRESENT FLOW:
TYPE OF UNIT
1-BDRM RES. UNIT
2-BDRM RES. UNIT
3-BDRM RES. UNIT
BUSINESS (EMPLOYEES)
CHURCHES(SEATS)
RESTAURANTS(SEATS)
SCHOOL WITH NO
SHOWERS (STUDENTS)
RETAIL (1,000 SQ. FT.)
B. FUTURE FLOW:
TYPE OF UNIT
1-BDRM RES. UNIT
2-BDRM RES. UNIT
3-BDRM RES. UNIT
BUSINESS (EMPLOYEES)
CHURCHES(SEATS)
RESTAURANTS(SEATS)
SCHOOL WITH NO
SHOWERS (STUDENTS)
RETAIL (1,000 SQ. FT.)
NO.
UNIT FLOW
(GAUDAY/UNIT)
r, 42.E
120
7'0
240
w5
360
0
25
3
a, `o
40
F� 0�
12
120
Y�g0
TOTAL:
PEAK:
NO.
UNIT FLOW
(GAUDAY/UNIT)
120
r:
0
240
°300;
360
u r Oj
25
4 Q
3
0
40
py
12
120
TOTAL:
PEAK:
TOTAL FLOW
(GAUDAY)
5,040
16,800
1,800
0
0
23,640 GAUDAY
16.42 GPM
41.04 GPM
TOTAL FLOW
(GAUDAY)
0
0
108,000
0
0
108,000 GAUDAY
75.00 GPM
187.50 GPM

II. SYSTEM CURVES:
FORCEMAIN SIZE: 6" SDR21 I.D. = 5.955 INCHES
EQUIVALENT LENGTH ='a020 LF
LOW WATER ELEVATION=114, MSL
HIGH POINT=9 MSL
STATIC HEAD= 115 FEET
C = 120 1 C = 150
Q
f
Hf
Hs
TDH
f
Hf
Hs
H
VELOCITY
GPM
FT/100FT
FEET
FEET
FEET
IFT1100FT
FEET
FEET
7FEET
FPS
50
0.035
1.75
115.00
116.75
0.023
1.16
115.00
.16
0.58
100
0.125
6.30
115.00
121.30
0.083
4.17
115.00
119.17
1.15
150
0.266
13.34
115.00
128.34
0.176
8.83
115.00
123.83
1.73
200
0.452
22.71
115.00
137.71
0.299
15.03
115.00
130.03
2.30
250
0.683
34.31
115.00
149.31
0.452
22.71
115.00
137.71
2.88
300
0.958
48.07
115.00
163.07
0.634
31.81
115.00
146.81
3.46
MIN. PRESENT PUMPING RATE: 41.04 GPM
MIN. FUTURE PUMPING RATE: 187.50 GPM
PUMP SELECTIONAIFBANKIVCORSh'543 U '[,5 +C,MPEL DER,$'flpttR"f?11f
OPERATING CONDITIONS BASED ON C=120 (SEE ATTACHED CURVES):
ONE PUMP ON 200� GPM @�„�37 FT. TDH
TWO PUMPS ON 23Q GPM @ �.�1�3 FT. TDH

May.14. 2003 i 1 1AM 828-324-4365
iughes Euppy, inc.
3awmule, NC PUMP DATA SHEET
Fairbanks Morse Pump, 80 Hz
:iarve: 33M404A
)esign Point~ Flow: 200 US gpm
Mead: 138 It
3uenp: 5430-NONCLOO -1 dbb
Size: 4"5433MV (A)
Speed: 1770 rpm
Dla:11,3125 in
Jrnits: Temperature: 104'F
Sphere sl?e: 3 In
Pressure: 85 psi
Power: --- bhp
3pealf►o Speed: Ns: 1505
Nos: 7538
Mmensions: Suction. 4 in
Discharge: 4 in
Actor; so hP Speed:1900
Frame: 320
SUBMRQR St:andwXPLPROF Enclosure
sized tar Max Power on Design Curve
— Data Point —
Flow: 200 US gpm
Head,139 It
Eff. 44%
Power: 15.8 bhp
NPSHr: 1 Oft
Design Curve —
Shutoff Head: 154 ft
Shutoff` dP: 86.8 psi
Min Flow. 140 US gpm
SEP: 72% OF
a 900 US gpm
NOL Pwr: 41.7 bhp
1431 US gpm
— Max. Curve —
Max Pwl': 48.0 bhp
a I Soo u3 gpm
No.8i84 P
H!wput, ,,,�.��
05/13/03
Seisatiad file: (unfiled)
Catalog: FMSUBBO.MPC v2.0
Fluid: Water Temperature. 60 T
SO, 1
Viscosity: 1.122 cP
Vapor pressure: 0.2668 psis
Atm pressure.,14.7 psis
NPSHa: --it
Piping: System: --
Suction; --- in
Discharge: -- in
US gpm 200 400 B00 B00 1000 12M 1400 1600 1aco
--- PERFORMANCE EVALUATION --
Flow
Speed
Mead
Pump
Power NPSHr Motor Motor Hmfyr Cost
US GPM
rpm
ft
OAefi
bhp It %off kW )kWh
240
1770
138
50
18.6 10
200
1770
13R
44
15.9 .10
i 60
1770
142
37
15.6 10
120
Flow Rats is Out of Range for this. Pump
80
Flow Rate is Out of Range for this Pump

--C3
Hu
sa
ca
Se

D5430 M&W Submersible Solids -Handling r INS
Basic Pump Dimensions
203
TOP VIEW OF PUMP UNIT
TOP GUIDE BRACKET DETAIL
29s� if
AA DIA.
r 1 i t 2 HOLES
6'%
t
AB
GUIDE RAIL 2'
SCHEDULE 40 PIPE
BY OTHERS
I
I+
2
DISCHARGE (8) D
F1
- -
-
OP
HG
C
B
1'A' WIDE 4 SLOTS
FOR MOUNTING
OF BASE ELBOW
CL SUCTION -
BOTTOM VIEW
OF ELBOW
BOTTOM OF SUMP
• e
• i a
CP
WL (4)
PUMP
MOTOR
FRAME
DISCH
A
B
C
D
E
F1
F2
L
W
X
Y
AA
AB
CP
HG,
MW
OP
WL
4' D5432MV
210T
4
10
11%
2%
63/a
4
1
7
31
93/a
9
51/a
3
31A
54s/e
7A
113/a
15
32
4' D5432MV
250T
4
10
113A
23A
63/a
4
1
7
31
93/
9
51/a
3
31A
58%
7A
113/a
15
7
4' D5433MV
210T
4
10
11%
2%
63A
4
1
7
323/a
10%
93/a
51/a
3
31A
54T/a
7A
12
15
32
4' D5433MV
250T
4
10
113A
2%
63/a
4
1
7
323/a
10%
93/a
51h
3
3%
581A
'A
12
15
37
4' D5433MV
320T
4
10
11%
2%
63/a
4
1
7
323/
10%
93/a
51/a
3
3%
67%
TA
12
15
43
6' D5433MV
210T
6
14
141/z
31/a
8
6
13/a
91/a
39%
123A
111/a
8'/z
3
3%
587A
1
16
20%
36
6' D5433MV
250T
6
14
141/z
31/a
8
6
13/a
91/a
39%
123A
111/a
811
3
31A
62%
1
16
20Ys
41
6' D5433MV
320T
6
14
14'/z
31/a
8
6
1M
9A
39%
12
111/a
8'/z
3
3%
71%
1
16
205A
1 47
NOTES:
(1) DISCHARGE FLANGE IS 125# ANSI DRILLING UNLESS NOTED.
(2) ALL DIMENSIONS ARE IN INCHES UNLESS NOTED.
(3) 5400'S AND 540OK-S ARE DIMENSIONALLY IDENTICAL
(4) RECOMMENDED LOW WATER LEVEL FOR CONTINUOUS OPERATION.
210 FRAME AND WATER JACKETED 250 THRU 440 FRAME UNITS CAN
OPERATE CONTINUOUSLY AT 'MW' WATER LEVEL
(5) WATER LEVEL MAY BE DRAWN DOWN TO THIS LEVEL FOR
SHORT TIME DUTY IN AIR MOTOR RATINGS. DRAW DOWN
CAN OCCUR OVER A PERIOD OF 15 MINUTES.
f
(6) BASES ARE DESIGNED TO HAVE FULL CONTACT WITH
GROUT OR A SOLE PLATE GROUTED IN PLACE
(n NOT FOR CONSTRUCTION, INSTALLATION, OR APPLICATION
PURPOSES UNLESS CERTIFIED. DIMENSIONS SHOWN MAY
VARY DUE TO NORMAL MANUFACTURING TOLERANCES.
(8) IF RISER PIPE IS NOT SAME SIZE AS THE DISCHARGE ELBOW,
AN ECCENTRIC INCREASER MUST BE USED LIMITED TO TWO
SIZES LARGER MAXIMUM.
Mi
UL LISTED
CUSTOMER
P.O. NO.
® Farbanks Morse Pump
JOB NAME
TAG NAME
BASIC PUMP
D5432MV AND D5433MV
PULL-UP SUBMERSIBLE
FAIRBANKS MORSE MTR
PUMP SIZE AND MODEL
GPM
TDH
RPM
ROTATION
MOTOR
HP
FRAME
PHASE
HERTZ
VOLTS
ENCLOSURE
CERRFlED FOR
CERNFlED BY
DATE
oG 543MS009
NO 5
8/1/97 Fairbanks Morse Pump

D5430 M&W Submersible Solids -Handling Pumps
230 Setting Plans
F2
PLAN VIEW
ACCESS COVER
SUMP VENT
GUIDE RAILS /
i
2' SCHEDULE 40 ' /
(3" FOR 400 & 440
FRAMES AND 10' PUMPS)
PIPE BY OTHERS
EFFLUENT
PIPE
LIFTING CABLE
c,
a
4
WL(5)
i
l
SUMP I.D.
HINGE SIDE
ACCESS OPENING
POWER
CABLE
FLOAT
CONTROL
PUMP
SUMP
I.D.
A
B
C
D
E
F1
F2
4'D5432MV
60
30
42
11
21
15
10
10
4"D5433MV
60
30
48
.11
24
15
11
11
6'D5433MV
72
36
60
113/4
30
17
13
13
4'D5434MV
66
42
54
13
27
18
13
13
6'D5434MV
96
42
1 76
21
38
1 261/4
18
18
8'D5434SMV(2)
84
40
68
20
34
26'/2
131/2
131/2
8'D5434LMV 3
96
48
72
24
36
30'/2
18
18
4"D5435MV
72
36
60
18
30
22
12
12
B"D5435MV
96
58
86
201/2
43
27
20
20
10'D5435MV
108
68
88
22
44
3035
""
221/2
5"D5436MV
R.T.F.
8"D5436SMV
R.T.F.
400 & 440 FRAME PUMPS
REQUIRING HEAVY DUTY ELBOWS
PUMP
SUMP
I.D.
A
B
I C
I D
I E
F1
F2
8"D5435MV
108
66
90
122%1
43
1
21
1 21
5'D5436MV
R.T.F.
8"D5436LMV
R.T.F.
l- LIFTING BAIL
0
MW(6)
NOTES:
(1)
ALL DIMENSIONS ARE IN INCHES UNLESS NOTED. (n
BASES ARE DESIGNED TO HAVE FULL CONTACT WITH
(2)
FOR USE WITH IMPELLER DESIGN T8131A.
GROUT OR A SOLE PLATE GROUTED IN PLACE.
(3)
FOR USE WITH IMPELLER DESIGNS T8131 D OR TAKC5W. (8)
NOT FOR CONSTRUCTION, INSTALLATION, OR APPLICATION
(4)
5400'S AND 5400K'S ARE DIMENSIONALLY IDENTICAL
PURPOSES UNLESS CERTIFIED. DIMENSIONS SHOWN MAY
(5)
RECOMMENDED LOW WATER LEVEL FOR CONTINUOUS OPERATION.
VARY DUE TO NORMAL MANUFACTURING TOLERANCES.
210 FRAME AND WATER JACKETED 250 THRU 440 FRAME UNITS CAN (9)
REFER TO BASIC PUMP DIMENSION DRAWING FOR WL AND
OPERATE CONTINUOUSLYAT'MW' WATER LEVEL
MW DIMENSIONS.
(6)
WATER LEVEL MAY BE DRAWN DOWN TO THIS LEVEL FOR
SHORT TIME DUTY IN AIR MOTOR RATINGS. DRAW DOWN
CAN OCCUR OVER A PERIOD OF 15 MINUTES.
DUPLEX IN -LINE, D5430MV, SUBMERSIBLE PULL-UP
®FWrban*s Mom P p
SINGLE DOOR ACCESS COVER
543Kc-:
No 3
°o°
Fairbanks Morse Pump
8/1/97

III. WETWELL DESIGN:
A. DETERMINE OPERATING VOLUME:
T 30n MINUTES (7.5 TO 30)
Qddf = 16.42 GPM
Q = 200 GPM
V = 452.07 GAL.
B. SELECT WETWELL DIMENSIONS:
DIAMETERT6 FEET WETWELL DEPTH =
PRESENT CONDITIONS:
OPERATING DEPTH: 2.14 FEET
TOP E L E V 1121 00
GROUND1120 50
LOWEST SEWER IN 1115 10
LAG PUMP ON = 1114.52
ALARM = 1114.02
LEAD PUMP ON = 1113.52
PUMPS OFF = 1111.38
BOTTOM = 1107.88
FUTURE:
T v 1 MINUTES (7.5 TO 30)
Qddf = 75.00 GPM
Q = 200 GPM
V = 468.75 GAL.
13.12 FEET
FUTURE CONDITIONS:
OPERATING DEPTH:
2.22 FEET
TOP ELEV =
1121.00
GROUND =
1120.50
LOWEST SEWER IN =
1115.10
LAG PUMP ON =
1114.60
ALARM =
1114.10
LEAD PUMP ON =
1113.60
PUMPS OFF =
1111.38
BOTTOM =
1107.88
DEPTH REQUIRED FOR PUMP PROTECTION 35t3 FEET
PRESENT CONDITIONS CYCLES PER HOUR: 2.0
FUTURE CONDITIONS CYCLES PER HOUR: 6.0
C. CHECK FLOTATION:
1. BUOYANCY = SUBMERGED VOLUME X 62.4 PCF:
WETWELL I.D , FEET
WETWELL O.D. 7.00 FEET
SUBMERGED DEPTH: 13.28 FEET
BUOYANCY: 31,898 LBS.
2. WEIGHT OF WETWELL:
TOP = 9.00 INCHES AND 3,876 LBS.
RISER = 11.87 FEET @ 1910.00 LBSNF = 22,665 LBS.
BOTTOM = 8.00 INCHES AND 3,850 LBS.

TOTAL = 30,391 LBS.
FACTOR OF SAFETY = 0.95 NO GOOD
EXTENDED BASE SLAB IS REQUIRED
BASE SLAB EXTENSION = 8.0 INCHES
HEIGHT OF SOIL = 12.62 FEET
WET SOIL WT.(50PCF) = 10,102 LBS.
THEN TOTAL RESISTANCE TO UPLIFT = 40,492 LBS.
FACTOR OF SAFETY = 1.27 OK

V = T Qddf 1 — Qnddf
L
V = active volume within the pump station (gallons)
T = allowable cycle time between starts (minutes)
Qddf = design daily flow to pump station (gallons per
minute)
Q = pumping rate of a single pump (gallons per minute)
WETWELL DATA PER TINDALL CONCRETE
G-SERIES
DIA.E(FT)
O.D.
WEIGHTS
HEIGHT (INCHES
EXTENDED BASE
FT)
I RISER LBNF)
BASE (LB)'
TOP (LB)
BASE
TOP
O.D. (FT)
4.0
4.83
915
1375
1242
6
8
5.83
5.0
5.83
1370
2600
2773
8
9
7.17
6.0
7.00
1910
3850
3876
8
9
8.33
7.0
8.17
2207
5240
7625
8
16
9.33
8.0
9.33
2879
6840
8689
8
16
11.00
10.0
11.67
4481
12030
14312
9
16
14.00
* BASED ON BASE AREA X HT X 150 PCF

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CHECKED BY:
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REVISED:
i NORTH CAROLINA
J
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1. $ 2'30' 37T R'
I DEPARTART T OF
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TRANSPORTATION
,
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111
Pl Sto 10+99J8
L = 264.85'
T = 133.65,
DESIGN SERVICES U141T I%
PHONE: ( 9.9 )250-4126 U IL TY DNSTRUCTI
L- 5925'26.5(RT)
, R = 800A�y
FAX:I el9)250-4119
PLANS ONLY
0 = 38'Ir499'
L =' 132A1
SE < SEE PLAITS �UTiLITI'
NC GRID RUNOFF
COt�ISTUCTIOf
T = 70L
WqD 83 =SEE PLA4'$
i,J4 = 150.00'
fMo.11*6057
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01 52 56' 04.5- w
POTSta. 13+99.34
P/ Stc 33+58.41
CONNECT USING
SE - EXISTING c < 10.0'Y 25S' tRTI
I 1
D = 13 0 43r
NECESSARY FITTINGS
�\ D. T G 6 WATER AND SE ER LINES ARE �' o . ��I
OTE: T < 70A4
sc PROP. VA--Cl" (4 DIA.) 1v n �, Ic,rtr', N
(OWNED BY THE 1TOWN OF S,AWWILLS' S(/a.�g+00 + a� oGNO FILL R < BOOCk7
T f B•- �• / - -LINE91 - �.. �l ` i�tif,LL BE PLACED OR SE a SEE PLAITS SEE
OFFSET +g3 +/- 37 FT LT. Z CD `09-CONSTRUCTION,ACTIIITIES ALLOWED
�` XISTING 8" A)�D 1i2" WATER1IINEZIS Ol4'I� Q• j0" c' OVER EXISTING `AC WATERLINES RUNOF
Y CALDWELL CQUNTY Zit %je > a 1 w \\ LOCATED OR. LEFT OF) PROP. 834 r= 12' PVC WATER PIPE
P r� 1
g I - I % °j EXISTING KISSION ROAD�U{�TIL (C900, DR14)
g ( i ;� \1 I -/ �-` n n , ( 5 % NEW WATEALINE S IS INST L ED PROP. 20:"-44" COPPER WATER PIPE
S o _ _1 + PROP. MH B1 ,(A 'DIA.) r v ( ) +' ,
AND OPERATIbNAL.
STA. 3+18 +-/-!:LINE01 TYPE K /
s� x �^ �- �s 5.•r sit uw.FT' r - POP, 11) - 11 1/4° DI BENDS
OFFSET38 +/. 30 FT LT. PROP. 76 - 8 PVC WATER 5 /(3) - 22 1/2 DI BENDS
1 J PROP. a56'c ���iP•VC WATER PIPE ��<4 ' � � � R e
0900, DR14) ,v ea �;-�'s� R14) PRDP. 1-) 45° DI BENDS 4.PIPE (C900, D
PROP. S2: � `45P.�'"D BENDS J� r � PROP. 2 RDP. _ -it
" RAN '
?� ' c S ;>3 / / , e ) . 45 DI \BENDS , P..e ION COUL`NTG
PROP - 1 - -S
LIFT STATION
EBB FURNITURE, UrL - ' ''
•VILLE FURNITURE IND. INC.
113 pG
Er X
mll
PRRppP.TRA,S3�ON
NG (PVC TO C)'j 3 PR'F 1040' 6" PVC IAr EP IPE
PROP. (1) " E VALVE�AN6 / {C900, DR14)s cS.;
cu 6'� c• \VALVE BOX, 200# WP PROP. 50'1544 E{i,Wfl•ER PIPE
/•c \ \\ 1 TYPE K �:rt
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Tv2f_>�Y RANSITION COUPLING
BEGIN COA'STf4UCTION .-1
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s-oG y26 i `S °a+ ° �� BOXf200i WP 5a L-
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!2 0 \ �• dB pm x+ •13 _� p E;' FIE
WITH BAf FLOK PREVENT
s.W ;, PROP. rt CORPO TION STGP
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c SIP', Jom �f / 14 \ PROP, CZ) - RELOC / ;XE,ci - F
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' !b Nor OSTURB EU. M T 5725 \
1 OX
=/JJ
TRACKS ToO R=- REMOVED i+ J � �
EASEMENT R REMO'IAL 60m/
OF SPUR*25m L-
_r- PROP. 425' - FILL OR R NOVE
{ ABANDONED 6" Av PIPE, {if,TER
f
c�
PROP. (1) - 12" X 6r DI TEE
PROP. (1) 6" TRARtITION
16 'COUPLING (PVC TO AC)t
PROP. (1) - B" GATE tPA4E &
VALVE, BOX, 200# WP
oLE NOTE: TIE PROP. �V3�TERLINE
sH1�r 20 TO EXISTING 6" �b FIREt.
d
oPOEMFiTION LINE' AT\R/W`%
cNE 45 - s _
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OFFSET +54 +/-- 26 FT LT
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PROP. 1
ABANDON
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FIRE PROTECTION
_ i SYSTEA G_
PROP. ABANDONED
✓�l�-F),t: ; . \ L Ell
QXI-ST.. -i1'f.TERI_Nlid
PROP 312' - 6" PVC WATER PIPE r
(C900,
\ PROP (2) 45° DI BENDS
PROP1) -. 6" >; 6" DI TEE
_:T -'.RECONNECT E} ITT 'V(AT-R
'�' kETER 1"iT�:�4CKFL0'I' PREVENTER
PROP. ,(2) - 4/4" CORPORA.TIOA`=STOP
PROF. ,(E) - 6" Xk 1, TAY.PING SADDLE
1,V,TCH161NE 1..9 SEE SKEET UC-5 '
FILL OR
AC PIPE,
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27°—'J5h? US
321A
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-

05/07/02
Permit Number WQ0021309 Permit Tracking S3
Program Category Status Project Type
Non -discharge Iri review New Project
Permit Type Fast Track C /�T/ 6 Version Permit Classification
GravitySewer Extension, Pump Statiocnr�, & Individual
A 4��-�
Pressure Sewer Extensions �J
Primary Reviewer Permit Contact Affiliation
forrest . westall
Permitted Flow
Facility
Facility Name
Helena Street Area CDBG Sanitary
fi&lion Address
Owner
IP
MAY - 8
2002
Major/Minor
Minor
County
Caldwell
Facility Contact Affiliation
Owner Name Owner Type
Town of Sawmills Government - Municipal
Owner Affiliation
Robert Frye
4076 US Hwy 321-A
Granite Falls NC 28630
Dates/Events
Draft Scheduled Public
Orig Issue App Received Initiated Issuance Notice
05/03/02
Regulated Activities
I\1"
Outf all 'INTULL
Issue Effective Expiration
Requested/Received Events
RO staff report received
RO staff report requested
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin

State`of North Carolina (-------- .....
RECEIVED
Department of Environment and Natural ResourCW ? R QUALITY SECTION
Division of Water Quality
FAST -TRACK APPLICATION MAY 3 2002.
for GRAVITY SEWERS, PUMP STATIONS, AND FORC
(Pressure sewers systems are not to be included as part of this application L�adklQWDISCHARGE PERMITTING
THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL
INSTRUCTIONS: Indicate that you have included the following list of required application package items by signing your
initials in the space provided next to each item. Failure to submit all required items will lead to additional processing and review
time for the permit application.
t= Application Form - Submit one original and one copy of the completed and appropriately executed application form.
Any changes to this form will result in the application being returned. The Division of Wafer Quality-sDi•vision) will --
only accept application packages that have been fully completed with all applicable items addressed�•c You do-notineed
to submit detailed plans and specifications unless you respond NO to item IV.6. and/or item IV! -I !='
iZR Attachment - Submit the completed and properly executed Form WSCA 10/99 for each watershed ] n th1r jbg2
location.
o,,4 r O.Application Fee - Submit a check in the amount of $400 made payable to: North Carolina
and Natural Resources (NCDENR).
rt/a D. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a privately -
owned public utility, submit two copies of the Certificate of Public Convenience and Necessity, which demonstrates
that the public utility is authorized to hold the utility franchise for the area to be served by the sewer extension. If a
Certificate of Public Convenience and Necessity has not been issued, provide two copies of a letter from the NC
Utilities Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected.
n/a E: Operational Agreements — Submit one original and two copies of a properly executed operational agreement if the
sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes, outparcels,
etc.) that will be owned by a homeowners' association or developer. If the applicant is a homeowners' association, use
Form HOA 10/99. If the applicant is a developer, use Form DEV 10/99.
�g Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF. Flow acceptance
letters must contain the following minimum information: applicant and project name, amount of flow accepted, and
name and permit number of the receiving sewers/WWTF. The flow acceptance must not expire prior to permit
issuance and must be dated less than a year prior to the application date. Intergovernmental agreements or other
contracts will not be accepted in lieu of a project -specific flow acceptance letter.
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT.TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER - 512 NORTH SALISBURY STREET, SUITE 1219 '
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
FACSIMILE NUMBER: [phone]
For more information, visit our web site at: h2o.ennstate.nc.usIndpu/
FORM: FTA 06/06' Page 1 of 5

„! t
Application Number: (to be completed by DWQ)
I. GENERAL INFORMATION:
-1. Applicant's name (name of the municipality, corporation, individual, etc.):
Town of Sawmills
2. Owner's or signing official's name and title (15A NCAC 2H .0206(b)):
Robert Frye, Town Manager
3. Name and complete address of applicant: Town of Sawmills
4076 US Highwav 321—A
City: Granite Falls State: NC Zip: 28630
Telephone number: ( 828 ) 396-7903 Facsimile number:( 828) 396-8955
4. Project name (name of the subdivision, facility or establishment, etc.): Town of -Sawmills Helena
Street Area CDBG Sanitary Sewer Project
5. County where project is located: Caldwell
6. Fee submitted: $ 400.00
(See Instruction C.)
7. Name and complete address of engineering firm: West and Associates, P.A.
405 S. Sterling Street
City: Morganton State: NC Zip: 28655
Telephone number: ( 828 ) 433-5661 Facsimile number:( 828) 433-5662
8. Name and affiliation of contact person who can answer questions about
--Benjamin-.-B. Thomas,. P.E.
MAY - 8 2002
II. PERMIT INFORMATION:
1. Project is: X new; modification bHYAAtsEH UAiITY SEl i I:-;
{ ASHEVl.I L REGtO>`IA�
2. If this application is being submitted as a result of a .modification to an existing permit, provide:
existing permit number n/a and the issuance date
3. Applicant is: X public private
If private, units (lots, townhomes, etc.) are: leased (Skip to item III.); sold
0
Z.—
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0
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III
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4.
If sold; facilities owned by a: public utility (See Instruction D.);
homeowners' association/developer (See'Instruction E.)
RMATION ON WASTEWATER:
Please provide a one- or two -word description specifying the origin of the wastewater (school,
subdivision, hospital, commercial facility, industry, apartments, condominiums, etc:):
residences
Volume of wastewater generated by this project: - 29,570 gallons per day
Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)): 82 — 3 BR houses
@ 120 GPD/BR and a garage w/2 employees @ 25 GPD/employee
Nature of wastewater: 100 % Domestic/Commercial; % Industrial;
% Other waste - specify:
FORM: FTA 06/00 Page 2 of 5

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: n/a
b. If a pretreatment permit is required, has one been issued? n/a, Yes; No. If yes, please
attach a copy of the pretreatment permit. If no, provide date application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description: 8,167 LF of 8" gravity sewer, 804 LF 4" forcemain,
a pump station with standby generator and autodial'er
2. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction F.): _
City of Lenoir — Gunpowder Creek
3. WWTF permit number (NC00***** or WQ00*****): NC 0023736
4. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See
Instruction F.): n/a
5. Summary of GRAVITY SEWER to be permitted:
Diameter
(inches)
Length
(linear feet)
811
8,167::
6. Does the subject gravity sewer collection system comply with the most recent version of the Gravity
Sewer Minimum Design Criteria and 15A NCAC 2H .0200? X Yes; No. If no, please
identify criteria and explain:
7. Summary of PUMP STATIONS to be permitted:
No. or
Name
Design. Flow
(MGD).
Pump Operational Points
GPM @_ feet TDH
Reliability Option
Selected
1 , t,
0.230-,
-126 48
standby generator
f,
FORM: FTA 06/00 Page 3 of 5

8. Summary of FORCE MAIN to be permitted:
Diameter
(inches)
Length
(linear feet)
4"
804
9. List any equipment being utilized that is not specifically mentioned elsewhere in the application or as
part of the Minimum Design Criteria (e.g., telemetry, hoist, odor control equipment, mechanical bar
screens, etc.): the pump station will have an autodial telemetry system,
a standby generator, and a concrete pad for the-Town's portable hoist.
10. Do the subject pump stations and force mains comply with the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains document adopted June 1, 20QO and 15A NCAC 2H
.0200? X Yes; No. If no, please identify criteria and explain:
NOTE: If you responded NO to item IVA and/or item IV.10. above, two (2) copies
of detailed plans, specifications, supporting information, and any other materials
pertaining to the identified criteria should be submitted with the
completed and appropriately executed application form.
FORM: FTA 06/00 Page 4 of 5

V. CERTIFICATIONS
Professional Engineer's Certification:
I,
Benjamin B. Thomas
attest that this application for Helena Street Area CDBG
Sanitary Sewer Project 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, Gravity Sewer Minimum
Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000. 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. Note: In accordance with NC General Statutes 143-215.6A and,143-215.613, any person
who knowingly makes any false statement, representation, or certification in any application shall be guilty of
a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to
$25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Ap.pIIicantps Certification;
I Robert Frye
, attest that this application for
Sanitary Sewer Project 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. Note: In accordance with NC General Statutes
143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: —�� �� Date:
I RECEIVED
i WATER QUALIT`! SECTIC;N
MAY - 3 2002
NON -DISCHARGE PERMITTING
FORM: FTA 06/00 Page 5 of 5

04/09/2002 16:05 4
Tuesdsy, Apd ft 2002 4.44 PM
Chester Wout (828) 43M862
PAGE 02
p.02
State d North Car®lina
Department of Enviro ent and Natural Resources
Div on Of Water Quality
WATERSHED CLASSMdATION ATTACHMENT
Any changes made to thb forma will In tho application being retut med..
(THIS FORK mA Y BE PROTOC'OFILD FOR USE AS AN ORIGINAL)
1Pia'TRUCTIONS:
7
To drtermint th® clasetftoation of the wtaUmhW(!) in vbWh the sutdoot p%yeet will ba located, you am roquirod to
submit Lhis form. with IWIN I through i voMp1*Wi tt} the opplaprisAA Division of Water Quality Regional Office
W atcr Quality Supervisor (see Page: 2 of 2) prlar ia, ii9 vtittiil ofto application for review. At a t ninimwn. you rrui%t
include 2n 8,5" by 1 P copy of to ponion ara 7. i"uto USGS Topographic Map that atltows the•surfum waters
immediately downslape of tho project You i dfy the IneWon of the project and this closest down$[ope
yutfacr waters {waters for w hieh yoan tv reailttlWng ft a ) on the subWttad tars copy. If the facility it
loe.nted in the Neuse River Bash also i�tt ude a r of the soil survey rea' f®t p je- on. Ile
corresponding non-disehasge oppR aden may atot be inbaAfW WWI tlttis f � as b 6100ro a
rcaional ofriec rind inclutiaeal vAtb the ttvbzditdL f1 l7
1. Applirant's name (nano of lid maiaipality, at tiott, hwivlgltial, eto.)t
as
Town u£ Sawmills ��. _ 2002 �I
2. Narnc and complete add:ery of appiimrmt: Town of SawmiTLa n-- --, _ . _ _
VV 4076 US Highway 32a—A I� 'L
ASILLG1t 0f�=' REf�lJA�
City: Granite Fells amm NC zip: 28630
Telephone number: (.02L) 396—Z903 pt>ile attl,aber: () 396-8965
3, Project name (nano of the subalvUlm fie d1w of maddb6numt, otm): Town Of 8aWMi J1
Helena Street: Area CDDG Sanitary Setter; Project
A. County whorl p7ajwt is Ia mb& C® AkW 1 � � ��-
5. Nmne(s) of Closest surfee wars: Frets=oa_rZ1c
6. River basin(%) in which the pmjmct is It _.. 9AtJ3dM
7. Topoga *e map nuat ad tit Granite FaZ�ig. 6..Nxe. 1970
8.. Narth Carolina Profesaional EngLowla xuL Id tnd dow�aa�aet•t�ns•�,
SM.
"�.
207n
Neese plovidt we with the a e) of to Mks erW , (s), ando�f A `a` rives ba dn(s) where
these activities will occur, as idandw an 92 mmkoked =P
Noma(s) of surfut: wata> s and fie): Y • SO r
Cla niftcadon(s) (as, cstallsW by the ZWC): N12 r'6 #
Proposed claulficadon(s} if ttppHuble: /�„V—d
River basin buffer rube, if applicable: A)I.#
9lg1tatwre of rnglor.nl--jae
t cti pactattmal: / a %'~
RECEIVED
FORM: WSCA 10199 hp 1 U2 q WATER QUALITY SECTION
• MAY - 3 2002
a
NON -DISCHARGE PERMITTING

r -. .

r 04/16/2002 14:07
8283968955
TOWN OF SAWMILLS
..4 L Y
PAGE 02
C" MAt1AciEF
JAMES H. HIPP
CITY OF LENOIR
NORTH CAROLINA
Department of Public Works, Wider I1e80ura8e, and Engineering
office of Administration: Public VVorks, Watgr Resources, and Engineering
Lan: 0. Hagarnan, Jr-, Dlractor
Post Office BOX 958
6i8-8 Greer Circle
Lenoir, NC 29048
828-767-2100
022-757 2112 (Fax)
Lenoir ave net
MKiM
DAVID W. BARLOW
arr GOtN=
G. L BERNHARDT
T W BROACH
S. L BUSS
j. E, GEORGE
F. H. M00AE
H. L. PRICE
M. 0. STRAWN
April 11, 2002 � .....
Mr. Bob Frye, Town Administrator MAY — 8 Z00
Town of Sawn -ills 2
' �f%
, '�i
4076 >.rs Highway 321-A 1/.. �� 1-i
Sawm&, Nortb Carolina 286SO ASHE��Lc�'AurYs�cr- t)
-/0�1 J
Re: Jaste�rrater Flaw Allocation — CD1:_ G Sanitary Sewer Project o Heleaa Stxee� �FFiC
Dear Administrator Frye:
l am writing to confLrm that there is adequate capacity at the Gunpowder Wastewater Treatment
Plant to accept additional flaw from the Town of Sawrxlalls per the enlisting contractual agreement. We
will allocate 29,570 GPD (gallons per day) of wastewater from the project referenced as CDBG Sanhary
Sewer Project — Helena Street .Area.
if there are additional questions, please contact any office.
Sincerely,
CTT OF LENOIR
s H. Hip
City Manager
xc: Len D. Hagaman, Jr., Director of Public Works, Water Resources, and Engineering
Jl H/1dh
POSrOFF= ROX Q58 ° LWCIA. NORTH CAROLINA 25eMS-0958 a (saai
�" -FINED
to a. rF.R DUALITY SEC -- _ L,( J
1
MAY - 3 2002
00
NON -DISCHARGE PERMITTING

WEST,, AND,ASSOCIA ES, P A. '
"
3
Consulting Engineers ..
405 South Sterling "Street°' z
.
"
\ MORGANTON, NORTH CAROLINIX28655 `
� • •
j.
'i 4>,
.
(828) 433=566`1
,k `4
NCDENR Div. Of Water Quality
JOB NUMBER/PHONE
o+y30/02
£
Non -Discharge Permitting Unit.o.
i.
ATrENt*N '
1617 �Mai1. Seivee :Cuter
..
w '
-
Raleigh", NE 27,699-1617(.
, t•
FE6Relena Street Area "CDBG' Sewer. Proj`octg E
F
Town ° of Sawmills, NC
�
WE ARE SENDING YOU Attached —Under separate cover via the following items.
Shop drawings — Prints — Plans Specifications — Samples
Copy of letter — Change order — Other:
2 Fast-1'racx Hppiication r"or uravizy
2 Pump Station Calculations
1 Plan Review Fee $400.00
CAAY - 8 2002
THESE ARE TRANSMITTED as checked below:
x For your approval — Approved as submitted — Resubmit
For your use
— As requested
For review and comment
FOR BIDS DUE/DATE:
REMARKS
—Approved as noted Submit
Returned for corrections Return
Other
copies for approval
copiesfor distribution
corrected prints
PRINTS RETURNED AFTER LOAN TO US
COPY TO
If enclosures are not as noted, please notify us at once.
PRODUCT 13127T -
SIGNED :3, ! O,,--6IF
FOLD AT (>) TO FIT COMPANION 771 DU-O-VUE ENVELOPE. PRINTED IN U.S.A. B • '.,,,,>

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TOWN OF SAWMILLS
HELENA STREET AREA
CDBG SANITARY SEWER PROJECT
PUMP STATION CALCULATIONS
APRIL, 2002
BENJAMIN B. THOMAS, P.E.
WEST AND ASSOCIATES, P.A.
MORGANTON, NORTH CAROLINA
RECEIVED
WATER QUALITY SECTION
l M AY - 3 2002
NON -DISCHARGE PERMITTING

l Z G? G` L Flo-f
= -' 12✓ Z d _ . .." , 1%�,
_720.
CZ% _,7 G l�.lrl� f oJ.i7 IPZ1 H
OF
Fos:, c�
�,v U wi Q.
rtf-ru2
yam -
RECEIVED
WATER QUALITY SECTION
M AY. - 3 2002 j
k
NON -DISCHARGE PERMITTING
i

(f)
�u i v"I LC-,
6)4-
L-F
.4 LEI-
LL-
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G, I ; �! i -A , D, —4 e, " 61 p Fe- 2

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7,A8
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_ �- .� ►� Imo-.. -t-1
L -,E_ F k�R-l5bq:-)KS
RECEIVED
WATFR QUALITY SECTION
M AY - 3 2002
r
I
NON -DISCHARGE PERMITTING

t Pump performance
Models 4V/4VX Speed:• ..
Discharge: 4*
Max- Solids: 3-
■w■■I1nIn,■nz■N!!H
or,
l•FE
Operation is recommended
within heavy dashed boundary.
■►ilk■\`■�li�l�■■1\I�to�■■i��\`�■,■■■■■■■■■■■■■■
�211■■CI■■IlliQR
1■a
■■■■■
■■■■■■■���\\■il\�\■■■�►1�■■■��,■■�■■■■■■■
'■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
Pump performance is based on clear water (1.0 specific gravity @ 68"F) and pump fluid end (hydraulic) efficiency. Motor data based on 401C ambient temperature.
Available Models
Motor Electrical Data
Service
Service
NEC
Explosion
Start
Run
Factor
Run
Factor
Start
Run
Code
Service
Standard
Proof
HP
Volta
Phase
Amps
Amps
Amos
KW
KW
KVA
KVA
Letter
Factor
4V30M4-21
4VX30M4-21
3
230
1
101
17.5
21
2.1
2.5
23.2
4.0
J
1.2
4V30M4-03
4VX30M4-03
3
200
3
66.7
15
18
3.5
4.3
23.0
5.0
G
1.2
4V3OM4-23
4VX30M4-23
3
230
3
58
12
14.4
3.5
4.3
23.0
5.0
G
1.2
4V30M4-43
4VX30M4-43
3
460
3
29
6
7.2
3.5
4.3
23.0
5.0
G
1.2
4V30M4-53
4VX30M4-53
3
575
3
21.3
5
6
3.5
4.3
23.0
5.0
G
1.2
4V50M4-21
4VX50M4-21
5
230
1
141
34
41
6.3
7.7
32.4
' 7.8
H
1.2
4VSOM4-03
4VX50M4-03
5
200.
3
111
21.6
26
5.6
6.9
38.4
7.2
H
1.2
4V50M4-23
4VX50M4-23
5
230
3
96
18
21.6
5.6
6.9
38.4
7.2
H
1.2
4V50M4-43
4VX50M4-43
5
460
3
48
9
10.8
5.6
6.9
38.4
7.2
H
1.2
4V50M4-53
4VX50M4-53
5
575
3
39
7.2
8.6
5.6
6.9
38.4
7.2
H
1.2
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REFER TO BASIC PUMP DIMENSION DRAWING FOR WL AND
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• State of North Carolina
Department of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
�f
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
WATER QUALITY SECTION
Mr. Robert Frye, Town Manager
Town of Sawmills
4076 US Highway 321-A
Granite Falls, North Carolina 28630
May 14, 2002
SUBJECT: Permit No. WQ0021309
Helena Street CDBG Area
Town of Sawmills
Wastewater Collection System Extension
Caldwell County
Dear Mr. Frye:
In accordance with your application received May 3, 2002, please find attached Permit No.
WQ0021309 for the construction and operation of the subject wastewater collection system extension.
This Permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein. This cover letter shall be considered a part of this permit
and is therefore incorporated therein by reference.
Please pay particular attention to condition three (3) of the permit which requires that the
wastewater collection facilities be properly operated and maintained in accordance with 15A NCAC 2H
.0227 or any individual system -wide collection system permit issued to the Town of Sawmills.
Permitting of this project does not constitute acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12,1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design
criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute 143-215.6A through 143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -Licensed Professional Engineer
to the licensing board.

k"Robert Frye
May 14, 2002
Page Two
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, permission is hereby
granted to the Town of Sawmills for the construction and operation of approximately 8167 linear feet
of eight -inch gravity sewer; a 126 gallon per minute pump station with duplex pumps, on -site audible
and visual high water alarms, telemetry, and standby generator; as well as approximately 804 linear
feet of four -inch force main to serve 82 residences and a commercial garage as part of the Helena
Street Area CDB Project and the discharge of 29,570 gallons per day of collected domestic
wastewater into the Town of Sawmills's existing sewerage system, pursuant to the application
received May 3, 2002, and in conformity with 15A NCAC 2H .0200; the Division's Gravity Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable;
and other supporting data subsequently -filed and approved by the Department of Environment and,
Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the City of Lenoir's
Gunpowder Wastewater Treatment facility (NPDES Permit No. NC0023736) prior to being
discharged into the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This. request must be in the form of a written petition, conforming to Chapter 150B of
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be
final and binding.
If you need additional information concerning this matter, please contact Mr. Jim Reid at
828/251-6208.
Sincerely,
Enclosure
xc: Caldwell County Health Department
Non -Discharge Permitting Unit
City of Lenoir, L.D. Hagaman, Jr.
Bengie Thomas, West and Associate
Jim Reid, .
2

R'
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
TOWN OF SAWMILLS
HELENA STREET AREA CDBG PROJECT
PERMIT NUMBER WQ0021309
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 wastewater collection facilities are constructed
in accordance with the conditions of this permit: 15A NCAC 2H .0200; the Division of Water
Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials
unless specifically mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described
in the application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times.
The Permittee shall maintain compliance with an individual system -wide collection system
permit for the operation and maintenance of these facilities as required by 15A NCAC 2H
.0227. If an individual permit is not required, the following performance criteria shall be met
as provided in 15A NCAC 2H .0227:
a. The sewer system shall be effectively maintained and operated .at all times to prevent
discharge to surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 213.0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 and shall
be actively maintained.
C. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every
day, as defined in 15A NCAC 213 .0503(5). Pump stations that are connected to a
telemetry system shall be inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period
of time.
3

�-VQ0021309 `
f. A general observation of the entire sewer system shall be conducted at least once per
year.
g. Inspection and maintenance records shall be maintained for a period of at least three
years.
h. Overflows and bypasses shall be reported to the appropriate Division Regional Office
in accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as
required by North Carolina General Statute 143-215.1C.
4. This permit shall not be transferable. In the event there is a desire for the wastewater facilities
to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved,
.and other supporting materials as may be appropriate. -The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers shall be 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.
6. Upon completion of construction and prior to operation of these permitted facilities, a
certification, a copy of the construction record drawings, as well as supporting design
calculations for any pump stations permitted as part of this project shall be received from a
North Carolina -licensed Professional Engineer certifying that the facilities have been installed
in accordance with this permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design
• Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Station and Force Main adopted June 1, 2000 as
applicable; and other supporting materials. If this project is to be completed in phases and
partially certified, you shall retain the responsibility to track further construction approved
under the same permit, and shall provide a final certificate of completion once the entire
project has been completed. A copy of the construction record drawings, indicating the
facilities constructed in the phase being certified, shall be submitted with each partial.
certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings", and one copy of the supporting design calculations to the Non -Discharge
Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the
life of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H
.0200; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station and
Force Mains adopted June 1, 2000 as applicable; and other supporting materials may subject
the Permittee to an enforcement action by the Division, in accordance with North Carolina
General Statutes 143-215.6A through 143-215.6C.
4

WQ0021309
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of'additional or
replacement facilities.,
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river
buffer rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A
NCAC Ch. 4 and under the Division's General Permit NCG0100000, and any requirements
pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11: Non-cormpl!iance NPtification:.
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
828/251-6208 as soon as possible, but in no case more than 24 hours or on the next working
day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
• Persons reporting such occurrences by telephone shall also file a written report in letter form
within five days following first knowledge of the occurrence. This report must outline the
actions taken or proposed to be taken to ensure that the problem does not recur.
Per ..it issued this the Fourteenth day of May, 2002.,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
AGregoryJ. Thorpe, Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0021309
5

,Permit No. WQ0021309
May 14, 2002
ENGINEERS CERTIFICATION D b 5
� MAR 3 1 2Q04
Partial 1 'Final
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
I, Beniamin B. Thomas—, as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to obsery periodically, eekly, full time) the construction of the
project, _Sawmills's Helena Street area CDBG Prolec_t, Town of Sawmills, Caldwell County for
Project Name Location and County
the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1,
2000 as applicable; and other supporting materials.
O'111111111.,,,0
NO, Mot,,
North Carolina Professional Engineer's seal, signature, and date: `•,•`0,�EESSI�•��q���'•,,
,® '�•
a SE AL
Js��3 20757 ie
,t•
The above Engineer's Certification shall be completed and submitted to the address below with one
copy of the "Construction Record Drawings" of the wastewater collection system extension as well
as supporting design calculations for any pump stations permitted as part of this project. This project
shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Enginneer's
Certification shall be considered a violation of the permit. and shall subject the Permittee. to
appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
C1

N%WNN
�OF
G
Michael F. Easley, Governor
\Q
William G. Ross, Jr., Secretary
Cq
North Carolina Department of Environment and Natural Resources
�I
Alan W. Klimek, P.E., Director
O 'C
Division of Water Quality
Asheville Regional office
WATER QUALITY SECTION
May 13, 2003
Mr. Robert Frye
Town of Sawmills
4076 Highway 321-A
Granite Falls, North Carolina 28630
Subject: Permit No. WQ0022566
Helena Street CDBG Sewer
Town of Sawmills
City of Lenoir, Gunpowder Plant Sewers
Caldwell County
Dear Mr. Frye:
In accordance with the application received May 6, 2003, please find enclosed Permit No.
WQ0022566, dated May 13, 2003, for -construction and. operation of the subject wastewater
collection system ,extension. The permit will be effective until rescinded; it implements the
conditions and limitations specified therein. This cover letter shall be considered a part of the
permit and is incorporated by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227
or any individual system -wide collection system permit issued to the Town of Sawmills.
Permitting of this project does not constitute an acceptance of any part of the project that
does not meet 15A NCAC 2H :0200; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1,
2000 as applicable, unless specifically mentioned herein. Division approval is based on
acceptance of the certification provided by a North Carolina -licensed Professional Engineer in the
application. The Town of Sawmills is responsible for ensuring that the as -constructed project
meets the appropriate design criteria and rules. Failure to comply may result in penalties in
accordance with North Carolina General Statute §143-215.6A through §143-215.6C, construction
of additional or replacement wastewater collection facilities, and/or referral of the North Carolina -
licensed Professional Engineer to the licensing board.
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, permission is hereby
granted to the Town of Sawmills for construction and operation of approximately 12,892 linear

Robert Frye
May 13, 2003
Page Two
feet of eight -inch gravity sewer; a 200—gallon per minute pump station with -duplex pumps, on -site
audible and visual high water alarms, and on -site generator with automatic transfer switch; as
well as approximately 4197 linear feet of six-inch force main to serve the Helena Street CDBG
Sanitary Sewer Project, and the discharge of 49,610 gallons per day of collected domestic
wastewater into the City of Lenoir's existing sewerage system, pursuant to the application
received May 6, 2003 and in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1,
2000 as applicable; and other supporting data. subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the City of
Lenoir's Gunpowder Creek Wastewater Treatment Facility (NPDES Permit No. NC0023736) prior
to being discharged into the receiving stream. This permit shall become voidable unless the
agreement between Town of Sawmills and City of Lenoir for the collection and final treatment of
wastewater is in full force and effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within ,30 days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final
and binding.
If you need additional information concerning this matter, please contact Mr. James Reid at
828/251-6208.
Sincerely,
Alan W. limek, P.E.
Enclosure
xc: Caldwell County Health Department'.. /
Benjie Thomas, West &Associates
Water Quality Central Files
NDPU Files
James Reid

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF SAWMILLS, HELENA STREET CDBG SEWER
WASTEWATER`COLLECTION SYSTEM EXTENSION PERMIT
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 wastewater collection facilities are constructed
in accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water
Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials unless specifically mentioned herein.
2. This -permit shall be effective only with respect to the nature and volume of wastes described
in the application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times.
The Permittee shall maintain compliance with an individual system -wide collection system
permit for the operation and maintenance of these facilities as required by 15A NCAC 2H
.0227. If an individual permit is not required, the following performance criteria shall be met as
provided in 15A NCAC 2H .0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards
in 15A NCAC 2L :0200 or the surface water standards in 15A NCAC 2B .0200.
b. .A map of the sewer system shall be developed prior to January 1, 2004 and shall be
actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day
(i.e. 365 days per year). Pump stations that are connected to a telemetry system shall
be inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of
time.
f. A general observation of the entire sewer system shall be conducted at least once per
year.
g. Inspection and maintenance records shall be maintained for a period of at least three
years.
3

WQ0022566
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and .public notice shall be provided as required
by North Carolina General Statute §143-215.1 C.
4. This permit shall not be transferable. In the event there is a desire for the wastewater
collection facilities to change ownership, or there is a name change of the Permittee, a formal
permit request shall be submitted to the Division accompanied by documentation from the
parties involved, and other supporting materials as may be appropriate. The approval of this
request shall be considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be 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.
6. Upon completion of construction and prior to operation of these permitted facilities, a
certification, a copy of the construction record drawings, as well as supporting design
calculations for any pump stations permitted as part of this project shall be received from a
North Carolina -licensed Professional Engineer certifying that the facilities have been installed'
in accordance with this permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Station and Force Main adopted June 1, 2000 as
applicable; and other supporting materials. If this project is to be completed in phases and
partially certified, you shall retain the responsibility to track further construction approved
under the same permit, and shall provide a final certificate of completion once the entire
project has been completed. A copy of the- construction record drawings, indicating the
facilities constructed in the phase being certified, shall be submitted with each partial
certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge
Permitting Unit, 1617 -Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for
the life of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H
.0200; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station and
Force Mains adopted June 1, 2000 as applicable; and other supporting materials may subject
the Permittee to an enforcement action by the Division, in accordance with North Carolina
General Statutes §143-215.6A through §143-215.6C.
8. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of additional or
replacement facilities.
0
4

,r WQ0022566
9. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules,' regulations, or ordinances that may be imposed by other government
agencies (local, state and federal) which have jurisdiction, including but not limited to
applicable river buffer rules in 15A NCAC 213 .0200, erosion and sedimentation control
requirements in 15A NCAC Chapter 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H
.0500.
11. Non-compliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next
working day, following the occurrence or first knowledge of the occurrence of either of the
following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or.
b. Any failure of a pumping station -or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
12. Persons reporting such occurrences by telephone shall also file a written report in letterform
within five days following first knowledge of the occurrence. This report must outline the
actions taken or proposed to be taken to ensure that the problem does not recur.
Permit issued this the Thirteenth day of May, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION�`y'
3;,
t'
an W. Kli ek, .E., Director
Division of Water Quality
=
By Authority of the Environmental Management Commission
Permit Number WQ0022566

Permit No. WQ0022566
May 13, 2003
Town of Sawmills, Helena St. CDBG Sanitary Sewer
Complete and submit this form to the permit issuing Asheville Regional office with the following:
• One copy of the project record drawings (plan . & profile views of sewer lines) of the wastewater
collection system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if
portable generator(s) or storage greater than longest past three year outage reliability option selected)
for any pump stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form.
Permit modifications are required for any changes resulting in non-compliance with this permit,
regulations or minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and
all required supporting documentation have been received by the Division. Therefore, it is highly
recommended that this certification be sent in a manner that provides proof of receipt by the
Division.
ENGINEER'S CERTIFICATION
0 Partial Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe ([periodically, ❑ weekly, ❑ full time) the construction of the Helena
St. CDBG Sanitary Sewer, County project for the Permittee hereby state that, to the best of my abilities,
due care and diligence was used in the observation of the construction such that the construction was
observed to be built within substantial compliance. of this permit; 15A NCAC 2H .0200; the Division of
Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track .Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION WITH
REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS:
ASHEVILLE REGIONAL OFFICE
59 WOODFIN PLACE
ASHEVILLE, NC 28801
The Permittee is responsible for tracking all partial certifications up until a final certification is
received. Any wastewater flow made tributary to the wastewater collection system extension prior
to completion of this Engineer's Certification shall be considered a violation of the permit and
shall subject the Permittee to appropriate enforcement actions.
6

W ATF
ud r
r- MAY _ C 2003
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
EWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included the following list of required application package -items by checking the
space provided next to each item. Failure to submit all required items will lead to your application, being returned as
incomplete or additional processing and review time. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item 13(12)
® 11. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR).
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes,
outparcels, etc.) that will be owned by a homeowners' association or developer (Item B(2b)). If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form. DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch copy of the portion of a 7.5-minute USGS Topographic Map along with this
form. The map should identify the entire project area location as well as the closest downslope surface waters as
clearly as possible. Each map portion must be labeled with the map name and number, the identified location,
and be of clear and reproducible quality. For instance, if the project involves 4 miles of interceptor sewer that
traverses over or near several different waterbodies (or counties, basins, etc.), the map should have location ID's
for each different waterbody (where the sewer line is within 100 feet of such waterbody - see Instruction VII).
® VII. Watershed Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the. entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/ndpu or by contacting the appropriate regional
office.
INSTRUCTIONS FOR FORM FTA 02/03

❑ VIII. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) ]15A NCAC
01C .0500], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the
Non -Discharge Permitting Unit, 1617 Mail Service C enter, Raleigh, NC 2 7699-1617. Applications c an not b e
processed until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been
issued. A copy is to be submitted with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant, signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the cast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFWIF
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
59 Woodfin Place
Avery, Buncombe, Burke, Caldwell,
Asheville,
Asheville, North Carolina 28801
ille, N
Cherokee, Clay, Graham, Haywood,
08
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell; Mitchell, Polk, Rutherford, Swain,
Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Fay
Fayetteville, North Carolina 28301
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
[phone]
[phone] Fax
Mooresville Regional Office
919 N Main Street
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh. Regional Office
1628 Mail.. Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
[phone]
Warren, Wilson
[phone] Fax
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford,
Hyde, Jones, Lenoir, Martin, Pamlico,
[phone]
[phone] Fax
Pasquotank, Perquimans, Pitt, Tyrrell,
Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Office
Winston-Salem, North Carolina
Davidson, David, Forsyth, Guilford,
27107
Rockingham, Randolph, Stokes, Surry,
[phone]
Watauga, Wilkes, Yadkin
[phone] Fax
For more information, visit our web site at: http://h2o.enr.state.nc.us/ndpu/
INSTRUCTIONS FOR FORM FTA 02/03

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 1
---- ---. _—._.._ ..---------._...__...... .... ----- - - -- ....._..--..._........ - ._. _.................... ...................
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ)�
J.
Owner.•
I a.
Town of Sawmills
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
1 b.
Robert Frye, Town Manager
0
...---._.._.
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
........ ..... _...--........------.._.._............-..... __.._...... --..._.._..._:._....._.......... -..............
_
H
Q
,1 c.
_..... ..... .... ..__-.____..._-..... _..... __........ _.._.._........... .... .... .... _..-..........._.........._--- ................. ..__.._.-._.._............ _....... ......:...._...._..._.._......
The legal entity who will own this system is:
❑ Individual ❑ Federal ®.Municipality ❑ State/County ❑ Private Partnership ❑ Corporation_❑ Other, (specify):
.. _.
®
11d.
4076 US Highway 321-A 1e. Granite Falls
ItL__.....
_.
Street Address City
__._.._......... ..... - ...... -- ---.._......._......--- - _ -----...........-- -- _.._.._...... _..-- ....._..........--- - ._.._....__..._._._._._..-
Z
'If.
-...._._._..---.._.._.._....._... _ ...._._..... ....__...._......
NC 1 g. 28630
State Zip Code
I h.
828-396-7903 1 i. 828-396-8955 1 j.
_._..
Telephone Facsimile E-mail
--._.._....._..-... ........_._-....._....._....____....._...._......_....__._._...__.._..._._....-.._.._...__._.....---...__......_...___......._..-___
()
12.
_._.._.....__....... _...__.._.._.......... _ ---- ....__.._.........,
Project (Facility) Information:
..... __ .............. _ .........
IL
2a.
.......... .......... .............. ........... _............... ......._......... .. _...... _.. __...... _...- -.............. _... ... _..................... ....._.............
Helena Street Area CDBG Sanitary Sewer Project 2b. Caldwell
a
Brief Project Name (permit will refer to this name) County Where Project is Located
Q
J.
_._..._......__..._...__............---- ....._.......-- -----..........__..__......__.._.._......_._._.._........._._..__._........_._..._._..__......... ._..._..._... ....... ..... _.... ......._........ -..._..-_. _..._._...._..__........... _.... ............. _.......... ...... ... _....
Contact Person:
a
3a.
Benjamin B. Thomas, PE, West Consultants, PLLC
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
828433-5661 3c. [e-mail]
Phone Number E-mail
1.
Project is ❑ New ® Modification (of an existing permit) If Modification, Permit No.: WQ0021309 -
2.
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a.-
If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) ❑ Public Utility (Instruction III)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) El Homeowner Assoc./Developer (Instruction IV)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3.
City of Lenoir
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project i
4a.
Gunpowder Creek 4b. NC0023736
Name of WWTF WWTF Permit No.
0
LL
5a.
City of Lenoir
5b. 8" 5c. unknown
Z
�-
Owner of Downstream Sewer
Receiving Sewer Size Permit Number of Downstream Sewer
6.
The origin of this wastewater is (check all that apply):
® Residential Subdivision ❑ Car Wash
® Apartments/Condominiums ❑ InstitutionLU a
100 /o Domestic/Commercial
❑ Mobile Home Park ❑ Hospital
CL
❑ School ❑ Church % Industrial
❑ Restaurant ❑ Nursing Home
o
❑ Office El Other (specify): /o Other (specify):
7.
Volume of wastewater to be permitted in this project: 49,610 gallons per day
8.
If the permitted flow is zero, indicate why: "
❑ Interceptor Line - Flow will be permitted is subsequent permits that connect to th' i
❑ Flow has already been allocated in Permit No. MAY
❑ Rehabilitation Ai 2003 l
or replacement of existing sewer with no new flow expected 6
M12

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item 13(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3).
(87) 3-bedroom houses @360 + (2) 2-bedroom houses @240 + (42) 1 -bedroom apartments @120 + (58) 2-bedroom
apartments @ 240 + garage with 2 employees @ 25 -49,610 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) Gravity or Force Main
en
(pull down menu)
8 12,892
............:..:............ .... ...._..:..._..:................. ........_..._........................ .....
..._................._.,_.._......................_............_............ _._. _.. ,
Gravity
.............._..............._..._._...................._.................................................... .;.........._.................__.
6...... ..... ...__...._._....... ....... _..... ......._...... .... ...... ........
4,197 Force Main
W L ..._..._.._..... _......... _.... ..................... .. s . Grav
ity
_.._.Gravity
H t_......... ................_._._.. _............. Gravity
_.._.._......._...._..._............- ......-.._...._._............ _
Gravity
VGravity
--- -----'----.._.. _...... _ _...... ..:. _
Z ENTER TOTAL LINE LENGTH IN MILES 3.24
h- 111. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Power Reliability Option
Location ID Design Flow Operational Point (dual line feed, permanent generator WATS,
--.........__ ._....-own o.._.._P.........ns) -'- (MGD) GPM @ TDH
(as shown on plans) — !portable generator w/autodialer, wet well storm
ATS
_ ... .... ..._ ..............
Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
m Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
F
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION I
3. Have the following
submitted for approval?
Wetland/Stream Crossings - General. Permit or 401 Certification? ® Yes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan?
Stormwater?
® Yes ❑ No ❑ N/A
❑ Yes ❑ No ® N/A
F'rA r»inz

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
- ....—...---..._..... - -- _ ..__...._......_._...--...:....._..._..:...--...----.........._......._._._..._.—_._._........... _.._......... ._....._._....... _........ ._.... __......... _........ __..__._......_..._......._.._.__.......... ..........
❑ A Watershed Classification is not needed because all parts of the project are at least 100 feet away from any down
slope waterbody; AND,
.................._................-....._.................................._................._..............................._................_........................_..........................._..........................___...... _......................... ......._.................. _.................... __.......... _... .... _........... __..... ............. ........-......_... ................ ..... .........:..._......
El ...A . ._...-...__.-........
Watershed Classification is not needed because the design does not depend on wet well storage as a power
reliability option for any pump station near a Class C down slope waterbody.
Location ID Name of
on Man Waterbed
Freemason Creek Freemason Creek
River Basin
Caldwell Catawba
... ....... ..............,.........._....................
Waterbody Waterbody Stream Waterbody
Index Classification
_....._ _._....__........ __..._......._ _.
11-47-(1) WS-IV
Submit the 8.5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided!
Applicant's Certification:
I attest that this application for Helena Street Area CDBG Sanitary Sewer Project
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 documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, any person -who knowingly makes any false statement representation, c
penalties y up to $25,000 per violation.
lass 2 misame iv, reh=may inclu�de a fine not to exceed $10,000
as well as civiln, [j
certificationellas in an application up $25,shalbe a of a C..... � �
la.
Signing Official Signat re
2. Professional Engineer's Certification:
W-2q--e T
Date
1 attest that this application for Helena Street Area CDBG Sanita' .18„� ewe��IPLojeet? - has been
reviewed by me and is accurate, complete and consistent with the informatibn-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, Gravity Sewer Minimum Design Criteria
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division 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 1 have reviewed this material and have judged it to be consistent with
the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Benjamin B. Thomas, P.E.
Professional Engineer Name
.. ... _............ _..... ............ ....__.._..._.....................
2b. West Consultants, PLLC
Engineering Firm
2c. 405 S. Sterling Street
Address
--- ----------- --------- _...... .---............
_...--- ..
,2d. Moraanton
City
........----...... .... ......._ _...... .......
......__..
:2g. 828-433-5661
Telephone
828-433-5662
Facsimile
,,Oj91.1f/1/1�`
�.•�''�H CAR01 .1
056,
010
... _........... . __..._._......... ... _........................................ f . E AL
CO_
•• '•
NC 2f. 28655 •i� - �,' •,� ++++,
State Zip •��ee' �•
ben jiethomas bel[south.net
E-mail Seal, Signature & Date
Vm n nn in?.

v \
N
8 / 1
3966
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3965
:. P •4a 1 \ �''" ' � "; a pro tax.. + i2 r ;
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0
APR-30-20W 13:07
. AWOMMPID
Apd129,20033
T OF L.,ENOIR
Post-:, Fax Myc�e 767 _AJWg
OPY
MMA
DAVID M RAFLOW
C"CUUML
M L REFROVADT
I W. BROACH
L L U93;
J. 12- 2604GE
F. K ACM)FA.
N. L MM
RL 0. STRAWN'
Mr.. Bob Frye, Town Adminiq'Irator
Town of Sawmills
4076 US Highway 321-A
SaWmills, North Carolina 28 0
Re: Wastewater Flow AIIJcation — CDBG Sanitary Sewer Project — Helena Street
Area
Dear Mr. Frye,
I am writing to confirm that #Here is adequate capacity at the Crmpowder wastewater
Treatment Plant to accept ad4tional flow from the Town of Sa'wnu*lls per the existing
contractual agreement: Wew�ill allocate 49,610 GPD (&Ion$` per day) of wastewater
'
from the project referenced a CDBG Sanitary Sewer Project — ,Helena Street Area.
If there are additional quesfio� , please contact my office.
Sincerely,
CITY OF LENOIR
City Manager
POST OMCE Box age
LENOIR, NORM CAROUNA 98648-0958! • (820) 757-P-2cx3
TOTAL P.01

TOWN OF SAWMILLS
HELENA STREET AREA CDBG SANITARY SEWER PROJECT
AMMENDMENT - IDLEWOOD DRIVE AREA
PUMP STATION DESIGN CALCULATIONS
April 11, 2002
BENJAMIN B. THOMAS, P.E.
WEST CONSULTANTS, PLLC
MORGANTON, NORTH CAROLINA
�• i
a MAY F 2003
__j
4�JATER QUALITI' SECTION �
ASHEVILLII REGIONAL OFFICE
WEST
CONSULTANTS PLLC

I. DESIGN FLOW:
A. PRESENT FLOW:
TYPE OF UNIT
1-BDRM RES. UNIT
2-BDRM RES. UNIT
3-BDRM RES. UNIT
BUSINESS (EMPLOYEES)
CHURCHES(SEATS)
RESTAURANTS(SEATS)
SCHOOL WITH NO
SHOWERS (STUDENTS)
RETAIL (1,000 SQ. FT.)
B. FUTURE FLOW:
TYPE OF UNIT
1-BDRM RES. UNIT
2-BDRM RES. UNIT
3-BDRM RES. UNIT
BUSINESS (EMPLOYEES)
CHURCHES(SEATS)
RESTAURANTS(SEATS)
SCHOOL WITH NO
SHOWERS (STUDENTS)
RETAIL (1,000 SQ. FT.)
NO. UNIT FLOW TOTAL FLOW
(GAUDAY/UNIT)
(GAL/DAY)
" 3 42
120
5,040
70
240
16,800
360
1,800
0
25
0
,4Yz
3
0
40
0
12 0
120 p
TOTAL: 23,640 GAL/DAY
16.42 GPM
PEAK: 41.04 GPM
NO. UNIT FLOW TOTAL FLOW
(GAUDAY/UNIT)
(GAL/DAY)
s 0,
120
0
0
240
p
3Q0
360
108,000
0
25
0
3
0
PQ
40
0
12 0
120 0
TOTAL: 108,000 GAL/DAY
75.00 GPM
PEAK: 187.50 GPM

LOW WATER ELEVATION=
HIGH POINT=
STATIC HEAD=
II. SYSTEM CURVES:
FORCEMAIN SIZE: 1 6" SDR21
EQUIVALENT LENGTH = r 5024 LF
RIM MSL
1.229 ` MSL
115 FEET
I.D. = 5.955 INCHES
C =
120
C =
150
Q
f
Hf
Hs
TDH
f
Hf
Hs
TDH
VELOCITY
GPM
FT/100FT
FEET
FEET
FEET
FT/100FT
FEET
FEET
FEET
FPS
50
0.035
1.75
115.00
116.75
0.023
1.16
115. 00
116.16
0.58
100
0.125
6.30
115.00
121.30
0.083
4.17
115.00
119.17
1.15
150
0.266
13.34
115.00
128.34
0.176
8.83
115.00
123.83
1.73
200
0.452
22.71
115.00
137.71
0.299
15.03
115.00
130.03
2.30
250
0.683
34.31
115.00
149.31
1 0.452
22.71
115.00
137.71
2.88
MIN. PRESENT PUMPING RATE: 41.04 GPM
MIN. FUTURE PUMPING RATE: 187.50 GPM
PUMP SELECTION #FRBANI� M©RSE 45435MU1 [ 5'S +/�MPLLER1780 RPM`
OPERATING CONDITIONS BASED ON C=120 (SEE ATTACHED CURVES):
zl
ONE PUMP ON 20dGPM @17FT. TDH
TWO PUMPS ON �m323GPM @14 FT. TDH

D5430 M&W Submersible Solids -Handling Pumps
Basic Pump Dimensions
205
TOP VIEW OF PUMP UNIT
L
i �X
0 C
0 _ _ _T
0 0 _ W
TOP GUIDE BRACKET DETAIL
51 ,
BRACKET FOR USE WITH 400 & 440 5 4
FRAME MOTORS -
AND 10° PUMPS
1/s" DIA.
I �FI
— , , AB 4 HOLES
GUIDE RAILS
2: SCHEDULE 40
(3 FOR 400 & 440
FRAMES AND 10° PUMPS)
PIPE BY OTHERS
2Y/1s AA %"DIA.
2 HOLES
61/z
I�
+, —AB
—►I F2 I+--
Fi —►I ram- I I
Ct DISCHARGE p
-�� A
Cam— "G" WIDE 4 SLOTS
B FOR MOUNTING OP
OF BASE ELBOW �HG
BOTTOM VIEW OF ELBOW
CP
WL (4) I
Yr 1Lji MW(5)
SUCTION H(8)
BOTTOM OF SUMP
PUMP
MOTOR
FRAME
DISCHLA
B
C
D
E
F1
F2
G
H
L
W
X
Y
AA
AB
CP
HG
MW
OP
WL
4'D5435MV
21OT
4(9
11%
2%
6'/a
4
1
7
VA
3
33�A
107A
9V18
77/s
3
31/a
553A
�/s
151/4
15
331/44"D5435MV
250T
4(9)11-%
2%
6%
4
1
7
1'A
337A
107A
9�s
7�/1s
3
31/a
591/z
7/a
151/4
15
3BY2
4"D5435MV
320T
4(9)11%
2%
63/a
4
1
7
11A
3
33'/a
101/a
95/s
7'/1s
3
31/a
68%
7A
151A
15
z8°D5435MV
320T
811
17V1a
47/16
91/4
7
27/a
10%
11/a
93/a
61%
21
193/a
1211/a
3
31/a
70
11/4
241/z
19
453/4
8°D5435MV
360T
8(11)
16
171A6
47/is
9'/a
7
27A
10%
11/a
93/4
61%
21
19Y.
12"/1s
3
3'A
701/z
1'/4
241/2
19
473/a
8"D5435MV
365T
8(11
16
17'As
%1s
9'/a
7
27/e
101/a
1'/a
934
61s/a
21
19�a
12"/1s
3
3'/s
721/z
11/4
24'/z
19
493/4
8°D5435MV
400T
8(9)
30Yz
341/4
6Ya
123a
14
4
-25
1'/a
3'/a
69
21
193A
1211/s
11
8
RTF
13/a
241/2
27'/2
RTF
8"D5435MV
440T
8(9)
30'/2
341/4
6%
123/a
14
4
25
1'/a
31/4
69
21
193/a
1211/is
112
13/a
241/z
27'/z
71
10"D5435MV
360T
10(9
301/2
341/4
61M6
135/e
14
4
25
1'/a
51/z
74'As
217/a
201As
133/a
;iill
B
85%
13/a
27
33
62'/z
10°D5435MV
400T
10(9)
30Yz
34'/a
617/s
13s/a
14
4
25
1'/a
SYz
741As
217/e
201As
133/a
8
115
13/a
27
33
74
NOTES:
(1)
DISCHARGE FLANGE IS 125# ANSI DRILLING UNLESS NOTED.
(7) NOT FOR CONSTRUCTION, INSTALLATION, OR APPLICATION PURPOSES UNLESS CERTIFIED.
(2)
ALL DIMENSIONS ARE IN INCHES UNLESS NOTED.
DIMENSIONS SHOWN MAY VARY DUE TO NORMAL MANUFACTURING TOLERANCES.
(3)
5400-S AND 5400K'S ARE DIMENSIONALLY IDENTICAL
(6) DISTANCE REQUIRED FOR PROPER SUCTION CLEARANCE.
(4)
RECOMMENDED LOW WATER LEVEL FOR CONWNUOUS OPERATION.
(9) IF RISER PIPE IS NOT SAME SIZE AS THE DISCHARGE ELBOW, AN ECCENTRIC INCREASER
210 FRAME AND WATER JACKETED 250 THRU 440 FRAME UNITS CAN
MUST BE USED LIMITED TO TWO SIZES LARGER MAXIMUM.
OPERATE CONTINUOUSLY AT "MW" WATER LEVEL
(10) IF FUTURE CONSIDERATIONS REQUIRE CHANGING TO A 400 OR 440 FRAME MOTOR,
(5)
WATER LEVEL MAY BE DRAWN DOWN TO THIS LEVEL FOR
THE 400 OR 440 FRAME DIMENSIONS SHOULD BE USED.
SHORT TIME DUTY IN AIR MOTOR RATINGS. DRAW DOWN
CAN OCCUR OVER A PERIOD OF 15 MINUTES.
(11) IF RISER PIPE IS NOT SAME SIZE AS THE DISCHARGE ELBOW, AN ECCENTRIC INCREASER
MUST BE USED LIMITED TO ONE SIZE LARGER MAXIMUM.
(6)
BASES ARE DESIGNED TO HAVE FULL CONTACT WITH
UL LISTED
GROUT OR A SOLE PLATE GROUTED IN PLACE.
ISO-9001 CERTIFIED
CSA CERTIFIED (THRU 365 FRAME)
CUSTOMER
P.O. NO.
®Fairbanks Morse Pump
JOB NAME
TAG NAME
BASIC PUMP
PUMP SIZE AND MODEL
GPM
TDH
RPM
ROTATION
D5435MV
PULL-UP SUBMERSIBLE
MOTOR
HP
FRAME
PHASE
HERTZ
VOLTS
ENCLOSURE
FAIRBANKS MORSE MTR
CERTIFIED
FOR
CERTIFIED BY
DATE
NOG 543MS013
No 5
8/1 /97
Fairbanks Morse Pump

230
F2
T---
ACCESS COVER
SUMP VENT
PLAN VIEW
GUIDE RAILS�j//V
2" SCHEDULE 40
(3" FOR 400 & 440
FRAMES AND 10' PUMPS)
,
PIPE BY OTHERS
EFFLUENT
PIPE
LIFTING CABLE
4
WL (5)
y{I
IF
D5430 M&W Submersible Solids -Handling Pumps
Setting Plans
SUMP I.D.
HINGE SIDE
ACCESS OPENING
POWER
CABLE
FLOAT
CONTROL
PUMP
SUMP
I.D.
A
B
C
D
E
F1
F2
4'D5432MV
60
30
42
11
21
15
10
10
4'D5433MV
60
30
48
11
24
15
11
11
6'D5433MV
72
36
60
113/a
30
17
13
13
4'D5434MV
66
42
54
13
27
18
13
13
6'D5434MV
96
42
76
21
38
261/a
1 18
1 18
8'D5434SMV(2)
84
40
6B
20
34
261/z
131/z
131/z
8'D5434LMV 3
96
48
72
24
36
301/z
18r221/2
4"D5435MV
72
36
60
18
30
22
12
8"D5435MV
96
58
86
201/z
43
27
20
10"D5435MV
108
68
88
22
44
30%
221/z
5"D5436MV
R.T.F.
8"D5436SMV
R.T.F.
400 & 440 FRAME PUMPS
REQUIRING HEAVY DUTY ELBOWS
PUMP
SUMP
I.D.
A
B
C
I D
I E
F1
F2
8"D5435MV
108
1 66
1 90
22SA
43
1
21
21
5"D5436MV
R.T.F.
8"D5436LMV
R.T.F.
LIFTING BAIL
MW(6)
I •, � I T
ELEVATION r
NOTES:
(1) ALL DIMENSIONS ARE IN INCHES UNLESS NOTED.
(7)
BASES ARE DESIGNED TO HAVE FULL CONTACT WITH
(2) FOR USE WITH IMPELLER DESIGN T8131A.
GROUT OR A SOLE PLATE GROUTED IN PLACE.
(3) FOR USE WITH IMPELLER DESIGNS T8131D OR TAKC5W.
(8)
NOT FOR CONSTRUCTION, INSTALLATION, OR APPLICATION
(4) 5400'S AND 5400K'S ARE DIMENSIONALLY IDENTICAL
PURPOSES UNLESS CERTIFIED. DIMENSIONS SHOWN MAY
(5) RECOMMENDED LOW WATER LEVEL FOR CONTINUOUS OPERATION.
VARY DUE TO NORMAL MANUFACTURING TOLERANCES.
210 FRAME AND WATER JACKETED 250 THRU 440 FRAME UNITS CAN
(9)
REFER TO BASIC PUMP DIMENSION DRAWING FOR WL AND
OPERATE CONTINUOUSLY AT'MW" WATER LEVEL
MW DIMENSIONS.
(6) WATER LEVEL MAY BE DRAWN DOWN TO THIS LEVEL FOR
SHORT TIME DUTY IN AIR MOTOR RATINGS. DRAW DOWN
CAN OCCUR OVER A PERIOD OF 15 MINUTES.
DUPLEX IN -LINE, D5430MV, SUBMERSIBLE PULL-UP ®FakbanksMorsePump
SINGLE DOOR ACCESS COVER NO 543MS037 Na 3
Fairbanks Morse Pump 8/1/97

III. WETWELL DESIGN:
A. DETERMINE OPERATING VOLUME:
T =- " 30'MINUTES (7.5 TO 30)
Qddf = 16.42 GPM
Q = 200 GPM
V = 452.07 GAL.
B. SELECT WETWELL DIMENSIONS:
DIAMETER: FEET WETWELL DEPTH =
PRESENT CONDITIONS:
OPERATING DEPTH: 2.14 FEET
TOP ELEV =1121 t1y0
GROUND =1120 5Qo
LOWEST SEWER IN111v 1Q
LAG PUMP ON = 1114.52
ALARM = 1114.02
LEAD PUMP ON = 1113.52
PUMPS OFF = 1111.38
BOTTOM = 1107.88
FUTURE:
Tr 10 MINUTES (7.5 TO 30)
Qddf = 75.00 GPM
Q = 200 GPM
V = 468.75 GAL.
13.12 FEET
FUTURE CONDITIONS:
OPERATING DEPTH:
2.22 FEET
TOP ELEV =
1121.00
GROUND =
1120.50
LOWEST SEWER IN =
111.5.10
LAG PUMP ON =
1114.60
ALARM =
1114.10
LEAD PUMP ON =
1113.60
PUMPS OFF =
111.1.38
BOTTOM =
1107.88
DEPTH REQUIRED FOR PUMP PROTECTION �a 3 50= FEET
PRESENT CONDITIONS CYCLES PER HOUR: 2.0
FUTURE CONDITIONS CYCLES PER HOUR: 6.0
C. CHECK FLOTATION:
1. BUOYANCY = SUBMERGED VOLUME X 62.4 PCF:
WETWELL I D fflEgMFEET
WETWELL O.D. 7.00 FEET
SUBMERGED DEPTH: 13.28 FEET
BUOYANCY: 31,898 LBS.
2. WEIGHT OF WETWELL:
TOP = 9.00 INCHES AND 3,876 LBS.
RISER = 11.87 FEET @ 1910.00 LBSNF = 22,665 LBS.
BOTTOM = 8.00 INCHES AND 3,850 LBS.

TOTAL = 30,391 LBS.
FACTOR OF SAFETY = 0.95 NO GOOD
EXTENDED BASE SLAB IS REQUIRED
BASE SLAB EXTENSION = 8.0 'INCHES
HEIGHT OF SOIL = 12.62 FEET
WET SOIL WT.(50PCF) = 10,102 LBS.
THEN TOTAL RESISTANCE TO UPLIFT = 40,492 LBS.
FACTOR OF SAFETY = 1.27 OK

V = TQddf 1 - Qddf
Q
V = active volume within the pump station (gallons)
T = allowable cycle time between starts (minutes)
Qddf = design daily flow to pump station (gallons per
minute)
Q = pumping rate of a single pump (gallons per minute)
WETWELL DATA PER TINDALL CONCRETE
G-SERIES
DIA.
O.D.
WEIGHTS
HEIGHT (INCHES)
EXTENDED BASE
(FT)
(FT)
RISER (LBNF)
BASE LB)*
TOP (LB)
I BASE
TOP
O.D. (FT)
4.0
4.83
915
1375
1242
6
8
5.83
5.0
5.83
1370
2600
2773
8
9
7.17
6.0
7.00
1910
3850
3876
8
9
8.33
7.0
8.17
2207
5240
7625
8
16
9.33
8.0
9.33
2879
6840
8689
8
16
11.00
10.0
11.67
4481
12030
14312
9
16
14.00
* BASED ON BASE AREA X HT X 150 PCF

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WATF
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O�� 94G
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
r7
North Carolina Department of Environment and Natural Resources
>
Alan W. Klimek, P.E., Director
Division of Water Quality
Asheville Regional Office
WATER QUALITY SECTION
Mr. Robert Frye
Town of Sawmills
4076 Highway 321-A
Granite Falls, North Carolina 28630
Dear Mr. Frye:
May 13, 2003
Subject: Permit No. WQ0022566
Helena Street CDBG Sewer
Town of Sawmills
City of Lenoir, Gunpowder Plant Sewers
NN�Caldwell County
. In accordance with th&application received May 6, 2003, please find enclosed Permit No.
WQ0022566, dated May 13, 2003, for construction and operation of the subject wastewater
collection system extension. The permit will be effective until rescinded; it implements the
conditions and limitations specified therein. This cover letter shall be considered a part of the
permit and is incorporated by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227
or any individual system -wide collection system permit issued to the Town of Sawmills.
Permitting of this project does not constitute an acceptance of any part of the project that
does not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1,
2000 as applicable, unless specifically mentioned herein. Division approval is based on
acceptance of the certification provided by a North Carolina -licensed Professional Engineer in the
application. The Town of Sawmills is responsible for ensuring that the as -constructed project
meets the appropriate design criteria and rules. Failure to comply may result in penalties in
accordance with North Carolina General Statute §143-215.6A through §143-215.6C, construction
of additional or replacement wastewater collection facilities, and/or referral of the North Carolina -
licensed Professional Engineer to the licensing board.
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, permission is hereby
granted to the Town of Sawmills for construction and operation of approximately 12,892 linear

WQ0022566
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required
by North Carolina General Statute §143-215.1 C.
4. ' This permit shall not be transferable. In the event there is a desire for the wastewater
collection facilities to change ownership, or there is a name change of the Permittee, a formal
permit request shall be submitted to the Division accompanied by documentation from the
parties involved, and other supporting materials as may be appropriate. The approval of this
request shall be considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be 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.
6. Upon completion of construction and prior to operation of these permitted facilities, a
certification, a copy of the construction record drawings, as well as supporting design
calculations for any pump stations permitted as part of this project shall be received from a
North Carolina -licensed Professional Engineer certifying that the facilities have been installed
in accordance with this permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design
Criteria adopted February 12, 1996 as applicable; the. Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Station and Force Main adopted June 1, 2000 as
applicable; and other supporting materials. If this project is to be completed in phases and
partially certified, you shall retain the responsibility to track further construction approved
under the same permit, and shall provide a final, certificate of completion once the entire
project has been completed. A copy of the construction record drawings, indicating the
facilities constructed in the phase being certified, shall be submitted with each partial
certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge -
Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for
the life of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H
.0200; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station and
Force Mains adopted June 1, 2000 as applicable; and other supporting materials may subject
the Permittee to an enforcement action by the Division, in accordance with North Carolina
General Statutes §143-215.6A through §143-215.6C.
8. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of additional or
replacement facilities.

WQ0022566
9. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government
agencies (local, state and federal) which have jurisdiction, including but not limited to
applicable river buffer rules in 15A NCAC 2B .0200, erosion and sedimentation control.
requirements in 15A NCAC Chapter 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H
.0500.
11. Non-compliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next
working day, following the occurrence or first knowledge of the occurrence of either of the
following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or -
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
12. Persons reporting such_ occurrences by telephone shall also file a written report in letterform
within five days following first knowledge of the occurrence. This report must outline the
actions taken or proposed to be taken to ensure that the problem does not.recur.
Permit issued this the Thirteenth day of May, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. KliFhek,F.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0022566
5

Permit No. WQ0022566
May 13, 2003
Town of Sawmills, Helena St. CDBG Sanitary Sewer
Complete and submit this form to the permit issuing Asheville Regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater
collection system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if
portable generator(s) or storage greater than longest past three year outage reliability option selected)
for any pump stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form.
Permit modifications are required for any changes resulting in non-compliance with this permit,
regulations or minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and
all required supporting documentation have been received by the Division. Therefore, it is highly
recommended that this certification be sent in a manner that provides proof of receipt by the
Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the Helena
St. CDBG Sanitary Sewer, County project for the Permittee hereby state that, to the best of my abilities,
due care and diligence was used in the observation of the construction such that the construction was
observed to be built within substantial compliance of this permit; 15A NCAC 2H .0200; the Division of
Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION WITH
REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS:
ASHEVILLE REGIONAL OFFICE
59 WOODFIN PLACE
ASHEVILLE, NC 28801
The Permittee is responsible for tracking all partial certifications up until a final certification is
received. Any wastewater flow made tributary to the wastewater collection system extension prior
to completion of this Engineer's Certification shall be considered a violation of the permit and
shall subject the Permittee to appropriate enforcement actions.
6

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included the following -list of required application package.items by checking the
space provided next to each item. Failure -to submit all required items will lead to your application being returned as
incomplete or additional processing and review. time. This form may be photocopied for use as an original.
01. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(12)
® If. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural .Resources (NCDENR).
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes,
outparcels, etc.) that will be owned by a homeowners' association or developer (Item B(2b)). If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
® V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch copy of the portion of a 7.5-minute USGS Topographic Map along with this
form. The map should identify the entire project area location as well as the closest downslope surface waters as
clearly as possible. Each map portion must be labeled with the map name and number, the identified location,
and be of clear and reproducible quality. For instance, if the project involves 4 miles of interceptor sewer that
traverses over or near several different waterbodies (or counties, basins, etc.), the map should have location ID's
for each different waterbody (where the sewer line is within 100 feet of such waterbody - see Instruction VII).
® VII. Watershed Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2c.enr.state.ric.us/ndpu or by contacting the appropriate regional
office.
1��\1_J INSTRUCTIONS FOR FORM FTA 02/03

❑ VIII. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) ]15A NCAC
01C .0500], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the
Non -Discharge Permitting Unit, 1617 Mail Service C enter, Raleigh, NC 2 7699-1617. Applications c an not b e
processed until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been
issued. A copy is to be submitted with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
59 Woodfin Place
Avery, Buncombe, Burke, Caldwell,
Asheville, North Carolina 28801
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford, Swain,
Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Fay
Fayetteville, North Carolina 28301
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
[phone]
[phone] Fax
Mooresville Regional Office
919 N Main Street
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
[phone]
Warren, Wilson
[phone] Fax
Washington Regional Office
Beaufort, Bertie, Camden, Chowan, Craven,
943 Washington Square Mall
Currituck, Dare, Gates, Greene, Hertford,
Washington, North Carolina 27889
Hyde, Jones, Lenoir, Martin, Pamlico,
[phone]
Pasquotank, Perquimans, Pitt, Tyrrell,
[phone] Fax
Washington, Wayne
Wilmington Regional Office
Brunswick, Carteret, Columbus, Duplin, New
127 Cardinal Drive Extension
Hanover, Onslow, Pender
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Winston-Salem Regional
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Office
Winston-Salem, North Carolina
Davidson, David, Forsyth, Guilford,
27107
Rockingham, Randolph, Stokes, Surry,
[phone]
Watauga, Wilkes, Yadkin
[phone] Fax
For more information, visit our web site at. http://h2o.enr.state.nc.us/ndpu/
INSTRUCTIONS FOR FORM FTA 02/03

FAST -TRACT{ APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 1
.... _..............
__..... —.__.....__.._._.—__
... _..... ......... _... _............ _..... _.............._..._......_..._.....................__......................... _......... _.... .......... __................ __............... ..._.._..................... .................... ...................._.................................. ................. .-......................... .................. _.......
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ) �c
i1.
Owner.•
1 a.
Town of Sawmills
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
i
'1 b.
Robert Frye, Town Manager
0
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
11 c.
The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (speci
_. fY)
....._..._-..
0
11d.
4076 US Highway 321-A 1e. Granite Falls
6L,
Street Address City
_._...._.._..................._.._........................_._.... _..-._.._...................._..._.... . ..................... ..................... ..... --......... _................_.... _......._..... _...... ......... ...............
Z_
ilf.
....__._.
NC 11g. 28630
Z
!
State Zip Code
...............
1 h.
....... ...._._...._..... ................... _..._...__..._.... _........... ........... ;._................................_.._.__......._.............._............__........__._._...._...._.._.............._.........._........_.............._.._..._._......................._.._....__......................................................._..........._.:............................................._........._..
828-396-7903 11i. 828-396-8955 '1j.
Telephone ........._ Facsimile
._...... ___................................ .......................... ..... ....-------E-mail.............__- ........ ..... _... .... _....... . _.
(�
2.
......
Project (Facility) Information: _
_.__..................._._.................................................................... ....... _..................... ........................
a2a.
._....... ....................... ---... _.............................. ......... ......__..................... _......... .......................... ......... .. ... ............. _......... ..... .... .._ ...............
Helena Street Area CDBG Sanitary Sewer Project 2b. Caldwell
IL
Brief Project Name (permit will refer to this name) County Where Project is Located
Q
3
... ... ...... .... ..... .- ............................. ....... .
Contact Person:
Q
3a.
Benjamin B. Thomas, PE, West Consultants, PLLC - - - -
i
Name and Affiliation of Someone Who Can Answer Questir - ^ ,l)
;30.
828-433-5661
Phone Number (V
'1.
?...._.............._
Project is ❑ New ® Modification of an existing
1 ( 9I W
2.
.......... _.._....----
i2a.
i
Owner is 0 Public (skip to Item B(3)) Cj
... _... _......
If private, applicant will be: loose one)
❑ Retaining Ownership (i.e. store, church, single off,
❑ Leasing units (lots, townhomes, etc. - skip to Item) Aruction IV)
❑ Selling units (lots, townhomes, etc. - go to Item Bi
0
i3.
City of Lenoir
®
Owner of Wastewater Treatment Facility (WWTF) Tres'
4a.
Gunpowder Creek
Name of WWTF
0.
Pa.
i
Cityof Lenoir 5b. 8"
Z
Owner of Downstream Sewer Receiving Sewi �.-��,rnrNumber of Downstream Sewer
--
a6.
The origin of this wastewater is (check all that apply):
® Residential Subdivision ❑ Car Wash
W
® Apartments/Condominiums El Institution o
®Mobile Home Park 100 /o Domestic/Commercial
❑ Hospital
a
❑ School ❑ Church % Industrial
m
i
❑Restaurant ❑ Nursing Home o Other (specify):
El Office ❑/o Other (specify): (p ty)
7.
Volume of wastewater to be permitted in this project: 49,610 gallons per day
8.
If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
!
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
'PTA 01/01

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item 13(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3).
(87) 3-bedroom houses @360 + (2) 2-bedroom houses @240 + (42) 1-bedroom apartments @120 + (58) 2-bedroom
apartments @ 240 + garage with 2 employees @ 25 = 49,610 GPD
I
3
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
0
6
Length (feet)
Gravity or Force Main
_(pull down menu)
12,892
............
Gravity
..........................._... _... _.........................
4,197
--....__.................__.......... __.._........... ..._ ... .
Force Main
............ ................... ......................... ...................................... ...........
Gravity
;............. _..... .:......_.......... _........... ....:..................... _............................ _... _..... _............. ...........
Gravity
....... ............. .............. ........... :....................................... ..... .........
Gravity
...................... _._..... ................._... _... _._.................................... _...... ....:...................... ...........
Gravity
.......................................................
Gravity
:............:...................................
..........................
3.24
........_............ .......................... .............................. ....................,
r 111. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
' Power Reliability Option
Location ID Design Flow Operational Point (dual line feed, permanent generator WATS,
Q ! (as shown on plans)] (MGD) i GPM @ TDH portable generator w/autodialer, wet well storage
Z i
H
Pu....m .sation 0.288 20. .1,..3.....7...
.. _........ .... _........... _......:.......................pranent generator w/ ATSm..__.........._...................... .......... _.._
W
i
i
a
112. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
m. Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
:SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following
s been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ® Yes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater?
[:]Yes [--]No ® N/A
PTA mini

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
Z (FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
0 necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
❑ A Watershed Classification is not needed because all parts of the project are at least 100 feet away from any down
slope waterbody; AND,
L_L;._..._.........................................._....................._..................._..._.........................._......................................__.........................._........................................_........_............__._..................__.................................................__......:_....._.........._.............._..__.._............__.............__................._................__...............
El Watershed Classification is not needed because the design does not depend on wet well storage as a power
reliability option for any pump station near a Class C down slope waterbody.
�n.......... _..... ............... _._----
........ ......................_ ........................ ........................... _.
Submit the 8.5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided!
11. Applicant's Certification:
I attest that this application for Helena Street Area CDBG Sanitary Sewer Project
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 documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil penalties up to $25,000 per violation.
................... ... _.... ....... ..._. ... .. ... ......... ...... ....
.1 a.
Signing Official Signat re Date
2. Professional Engineer's Certification:
1 attest that this application for H elena Street Area CDBG Sanitary Sewer Project has been
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
F- all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
i proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria
V_ for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
!L Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
i 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
W the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who
() knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
................................................................................_............................_y......................................................................................._......_........................................................................... as civil penalties up to $25,000 per violation.
misdemeanor which may include a fine not to exceed $10,000 as well
2a. Benjamin B. Thomas, P.E.
Professional Engineer Name
2b. West Consultants
Engineering Firm
PLLC
2c. 405 S. Sterlina Street
Address
....................__..........__..._.._.._............_- ..... _........... ._--.
,2d. Morganton
City
._- ........... _....... - ............
=2g. 828-433-5661
Telephone
2e. NC '2f. 28655
State Zip
--............_...._......._............... _.._... ..................... ...
._............ __..._................. _......... _.:.......... _....__............... __..
828-433-5662 2i. benjiethomas@bellso
Facsimile E-mail
re & Date

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ITY OF L.EN01F%
Post-itFax Note 7671 1Dat0,d/?P—t
Mr. Bob Frye Town Arlmini
Cnyca."M
0. L BEF94MARDT
T W. EMOA CH
1. 1- 003;
J. r OMME
F. K. N=Af-' W.F. PME
X 0. srMVIN,
Town of Sawmills
4076 US Highway 321 -A
Sawmills, North Carolina 28 0
Re: Wastewater Flow Alidcafion — CDBG Sanitary Sewer �roiect — Helena Street
Area
Dear Mr. Frye:
I am writing to confirm that there is adequate capacity at the Chm powder Wastewater
Treatment Plant to accept additional flow frain the Town of Sawmills per the existing
contractual agreement. We will allocate 49,610 GPD (gallon�'per day) of wastewater
fro Mi the project referenced as CDBG Sanitaxy Sewer eject Helena Street Area.
If there are additional questiots, please contact my office.
Sincerely,
CITY OF LENOIR
James H. Hipp
City Manager
JMKSM0
POST OFFICE a()X 0G8 LNO1R, NORM CAPtouNA 98848-0958i (age) 757-2200
TOTAL P.01

TOWN OF SAWMILLS GRANITE FALLS, NC 28630
10827
04/29/2003 SEWERPERM SEWER PERMIT
40000 0.00 400.00
CHECK: 010827 . 04/29/2003 NCDENR 400.00
�����`.0iw .. Y:5 Nt__. gel 3�9:.C.{ : (3»�® P L 8' b - b .6 ... C ... .'4.. �1 : •. •"-• � �-
o��oF A�,���� 10827
N TOWN OF SAWMILLS FUM CA S GRANITE FALLS,
4076 US HWY 321A 396-7903 BANK NC 28630 NUMBER '
- GRANITE FALLS, NC 28630 010827
66-30/531
*FOUR. HUNDRED AND XX / 100
DATE AMOUNT
04/29/2003 * * * * * * *400.00*
NCDENR

[phone]
JOBNUMBER/PHONE
To 4,
Dzv. Of Water Quality (Asheville) �ATTENTION
NCDENR
59 Woodfin Place RE
Aslieviile NC 28801�
Sawmills,�NC -Helena Street GDBG Sens
t Change Order #'1
WE ARE SENDING YOU Attached — Under separate cover via the following items.
Shop drawings — Prints Plans Specifications — Samples
— Copy of letter Change order — Other:
2
2
1
THESE ARE TRANSMITTED as checked below:
_x For your approval
For your use
As requested
For review and comment
Fast -Track Application For Gravity Sewers, Pump St
Pump Station Calculations
Plan Review Fee
Approved as submitted
Approved as noted
Returned for corrections
— Other
MAY-62�1
Resubmit copies for approval
Submit copies for distribution
— Return corrected prints
FOR BIDS DUE/DATE: 4/30/03 PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO SIGNED
PRODUCT 13127T
If enclosures are not as noted, please notify us at once. •
FOLD AT (>) TO FIT COMPANION 777 DU-O-VUE ENVELOPE. PRINTED IN U.S.A. B

TOWN OF SAWMILLS
HELENA STREET AREA CDBG SANITARY SEWER PROJECT
AMMENDMENT - IDLEWOOD DRIVE AREA
PUMP STATION DESIGN CALCULATIONS
April 11, 2002
BENJAMIN B. THOMAS, P.E.
WEST CONSULTANTS, PLLC
MORGANTON, NORTH CAROLINA
WEST
CONSULTANTS P«<

I. DESIGN FLOW:
A. PRESENT FLOW:
TYPE OF UNIT
1-BDRM RES. UNIT
2-BDRM RES. UNIT
3-BDRM RES. UNIT
BUSINESS (EMPLOYEES)
CHURCHES(SEATS)
RESTAURANTS(SEATS)
SCHOOL WITH NO
SHOWERS (STUDENTS)
RETAIL (1,000 SQ. FT.)
B. FUTURE FLOW:
TYPE OF UNIT
1-BDRM RES. UNIT
2-BDRM RES. UNIT
3-BDRM RES. UNIT
BUSINESS (EMPLOYEES)
CHURCHES(SEATS)
RESTAURANTS(SEATS)
SCHOOL WITH NO
SHOWERS (STUDENTS)
RETAIL (1,000 SQ. FT.)
NO.
UNIT FLOW
TOTAL FLOW
(GAUDAY/UNIT)
(GAL/DAY)
42
120
5,040
�70
240
16,800
5
360
1,800
,Q
25
0
p Og
3
0
0
40
0
12 0
120 0
TOTAL: 23,640 GAUDAY
16.42 GPM
PEAK: 41.04 GPM
NO. UNIT FLOW TOTAL FLOW
(GAUDAY/UNIT)
(GAL/DAY)
0
120
0
3 ` 4
240
0
300
360
108,000
z: 0
25
0
0
3
0
..,0
40
0
12 0
120 0
TOTAL: 108,000 GAUDAY
75.00 GPM
PEAK: 187.50 GPM

II. SYSTEM CURVES:
FORCEMAIN SIZE: 6" SDR21 I.D. = 5.955 INCHES
EQUIVALENT LENGTH = G50MLF
LOW WATER ELEVATION= MSL
HIGH POINT= 1229 MSL
STATIC HEAD= 115 FEET
C =
120
C =
150
Q
f
Hf
Hs
TDH
f
Hf
Hs
TDH
VELOCITY
GPM
FT/100FT
FEET
FEET
FEET
IFT/100FT
FEET
FEET
FEET
FPS
50
0.035
1.75
115.00
116.75
0.023
1.16
115.00
116.16
0.58
100
0.125
6.30
115.00
121.30
0.083
4.17
115.00
119.17
1.15
150
0.266
13.34
115.00
128.34
0.176
8.83
115.00
123.83
1.73
200
0.452
22.71
115.00
137.71
0.299
15.03
115.00
130.03
2.30
250
0.683
34.31
115.00
149.31
0.452
22.71
115.00
137.71
2.88
MIN. PRESENT PUMPING RATE: 41.04 GPM
MIN. FUTURE PUMPING RATE: 187.50 GPM
PUMP SELECTION: FAIRBANKS MORSE 4 435MU� 11 5'` +! IMPELLER, 1780 RPM S
OPERATING CONDITIONS BASED ON C=120 (SEE ATTACHED CURVES):
ONE PUMP ON 20p GPM @ 137 FT. TDH
TWO PUMPS ON:!""'230'GPM @ nay_ 143 FT. TDH

D5430 M&W Submersible Solids -Handling Pumps
Basic Pump Dimensions
205
TOP VIEW OF PUMP UNIT
L
i 1_X
0 C
O O _ T
I
I
F2
F1 IF
- - E
C. - "G" WIDE 4 SLOTS
FOR MOUNTING B
OF BASE ELBOW
BOTTOM VIEW OF ELBOW
M
TOP GUIDE BRACKET DETAIL
51 AA
BRACKET FOR USE
WITH 400 & 440 5 4
FRAME MOTORS I —
AND 10" PUMPS T
GUIDE RAILS
2° SCHEDULE 40
(3° FOR 400 & 440
FRAMES AND 10' PUMPS)
PIPE BY OTHERS
Ct DISCHARGE
1/a" DIA.
!—AB 4 HOLES
213/is " �' y '—AA %' DIA.
2 HOLES
6Yz I
., —AB
CID
DI.
WL (4)
— - Y I
— t + MW(5)
SUCTION H(8)
BOTTOM OF SUMP
�e
PUMP
MOTOR
DISCH
A
B
C
D
E
F1
F2
G
H
L
W
X
Y
AA
AB
CP
HG
MW
OP
WL
4°D5435MV
210T
4(9)
10
1155
23/s
63/a
4
1
7
1'/a
3
33�/a
10'/e
95/is
7�/s
3
3'/e
553/a
gib
15'/a
15
33'/a
4°D5435MV
250T
4(9)
10
114a
23/a
63/a
4
1
7
1'/e
337%
107/e
96
7�/is
3
3'/s
59'/z
'/s
15'/a
15
38'lz
4°D5435MV
320T
4(9)
10
115/a
2�a
63/a
4
1
7
11%
3
337/e
107/a
95/is
7�/is
3
3'/e
683/e
�/e
15'/a
15
z
8°D5435MV
320T
8(11)
16
171A6
47/is
91/4
7
2%
10'A
1'/4
93/a
61%
21
19%
1211/16
3
31A
70
1'/4
241/z
19
453/4
8°D5435MV
360T
8(11)
16
171A6
47/is
91/4
7
27/a
101A
1'/a
93/4
61%
21
19Ys
1211/16
3
31/a
701/z
11/a
24'/z
19
473/4
8°D5435MV
365T
8(1 i
16
171A6
47/16
91/4
7
27A
10'/a
1'/4
93/a
615/a
21
193A
1211/,s
3
3'/s
72'/z
11/424Yz
19
493/4
8°D5435MV
400T
8(9)
301/2
341/4
65/e
123/a
14
4
25
11/a
3'/4
69
21
19%
1211/1s
11
8
RTF
13/4
24'/z
271/z
RTF
8"D5435MV
440T
8(9)
301/2
341/4
6%
12%
14
4
25
11/4
3'/a
1 69
21
19%
1211A6
11
8
112
13/a
241/z
27'/2
71
10°D5435MV
360T
10(9)
301/z
341/4
611/1s
13%
14
4
25
11/a
5'/z
1741&
217A
201A6
133/a
11
8
855/a
13/4
27
33
621/z
10"D5435MV
400T
.10(9)
301/z
341/a
6"/s
135/s
14
4
1 25
11/4
5'/z
1741A6
217A
20'As
133/4
11
8
115
13/4
27
33
74
NOTES:
(1)
DISCHARGE FLANGE IS 1259 ANSI DRILLING UNLESS NOTED.
(n
NOT FOR CONSTRUCTION, INSTALLATION, OR APPLICATION PURPOSES UNLESS CERTIFIED.
(2)
ALL DIMENSIONS ARE IN INCHES UNLESS NOTED.
DIMENSIONS SHOWN MAY VARY DUE TO NORMAL MANUFACTURING TOLERANCES.
(3)
5400-S AND 5400K'S ARE DIMENSIONALLY IDENTICAL
(8)
DISTANCE REQUIRED FOR PROPER SUCTION CLEARANCE.
(4)
RECOMMENDED LOW WATER LEVEL FOR CONTINUOUS OPERATION.
(9)
IF RISER PIPE IS NOT SAME SIZE AS THE DISCHARGE ELBOW, AN ECCENTRIC INCREASER
210 FRAME AND WATER JACKETED 250 THRU 440 FRAME UNITS CAN
MUST BE USED LIMITED TO TWO SIZES LARGER MAXIMUM.
OPERATE CONTINUOUSLY AT'MW' WATER LEVEL
(10)
IF FUTURE CONSIDERATIONS REQUIRE CHANGING TO A 400 OR 440 FRAME MOTOR,
(5)
WATER LEVEL MAY BE DRAWN DOWN TO THIS LEVEL FOR
THE 400 OR 440 FRAME DIMENSIONS SHOULD BE USED.
SHORT TIME DUTY IN AIR MOTOR RATINGS. DRAW DOWN
(11)
IF RISER PIPE IS NOT SAME SIZE AS THE DISCHARGE ELBOW, AN ECCENTRIC INCREASER
CAN OCCUR OVER A PERIOD OF 15 MINUTES.
MUST BE USED LIMITED TO ONE SIZE LARGER MAXIMUM.
(6)
BASES ARE DESIGNED TO HAVE FULL CONTACT WITH
UL LISTED
GROUT OR A SOLE PLATE GROUTED IN PLACE.
ISO-9001 CERTIFIED
GSA CERTIFIED (rHRU 365 FRAME)
CUSTOMER
P.O. NO,
®Faiftnks Morse Pump
JOB NAME
TAG NAME
BASIC PUMP
PUMP SIZE AND MODEL
GPM
TDH
RPM
ROTATION
D5435MV
PULL-UP SUBMERSIBLE
MOTOR
HP
FRAME
PHASE
HERTZ
VOLTS
ENCLOSURE
FAIRBANKS MORSE MTR
CERTIFIED
FOR
CERTIFIED BY
DATE
NOG 543MS013
No 5
8/1/97
Fairbanks Morse Pump

D5430 M&W Submersible Solids -Handling Pumps
230 Setting Plans
F2
T---
PLAN VIEW
ACCESS COVER
SUMP VENT
GUIDE RAILS /
2' SCHEDULE 40
(3' FOR 400 & 440
FRAMES AND 10' PUMPS)
PIPE BY OTHERS
�.
EFFLUENT
PIPE
LIFTING CABLE
a,
a
a
WL (5)
rzl—
POWER
CABLE
FLOAT
CONTROL
r
IDE
OPENING
PUMP
SUMP
I.D.
A
B
C
D
E
F1
F2
4'D5432MV
60
30
42
11
21
15
10
10
4'D5433MV
60
30
48
11
24
15
11
11
6'D5433MV
72
36
60
113/4
30
17
13
13
4'D5434MV
66
42
54
13
27
18
13
13
6'D5434MV
96
42
76
21
38
261/4
18
18
8'D5434SMV 2
84
40
68
20
34
261/2
131/z
8'D5434LMV(3)
96
48
72
24
36
30�/z
18
18
4"D5435MV
6018
30
22
12
128"D5435MV
�72;
86
201/z
43
27
20
20
10"D5435MV
88
22
44
3G%
221/z
22'/z
5'D5436MV
R.T.F.
8'D5436SMV
R.T.F.
400 & 440 FRAME PUMPS
REQUIRING HEAVY DUTY ELBOWS
PUMP
SUMP
I.D.
A
I B
I C
I D
I E
F1
F2
8'D5435MV
108
66
1 90
122%1
43
1
21
5'D5436MV
R.T.F.
8'D5436LMV
R.T.F.
�- LIFTING BAIL
MW(6)
NOTES:
(1)
ALL DIMENSIONS ARE IN INCHES UNLESS NOTED. (7)
BASES ARE DESIGNED TO HAVE FULL CONTACT WITH
(2)
FOR USE WITH IMPELLER DESIGN T8D1 A.
GROUT OR A SOLE PLATE GROUTED IN PLACE.
(3)
FOR USE WITH IMPELLER DESIGNS T8D1 D OR TAKC5W. (8)
NOT FOR CONSTRUCTION, INSTALLATION, OR APPLICATION
(4)
5400'S AND 5400K'S ARE DIMENSIONALLY IDENTICAL
PURPOSES UNLESS CERTIFIED. DIMENSIONS SHOWN MAY
(5)
RECOMMENDED LOW WATER LEVEL FOR CONTINUOUS OPERATION.
VARY DUE TO NORMAL MANUFACTURING TOLERANCES.
210 FRAME AND WATER JACKETED 250 THRU 440 FRAME UNITS CAN (9)
REFER TO BASIC PUMP DIMENSION DRAWING FOR WL AND
OPERATE CONTINUOUSLY AT "MW" WATER LEVEL
MW DIMENSIONS.
(6)
WATER LEVEL MAY BE DRAWN DOWN TO THIS LEVEL FOR
SHORT TIME DUTY IN AIR MOTOR RATINGS. DRAW DOWN
CAN OCCUR OVER A PERIOD OF 15 MINUTES.
DUPLEX IN -LINE, D5430MV, SUBMERSIBLE PULL-UP
Ol a banksMorsePump
SINGLE DOOR ACCESS COVER
543M----
No 3
NOG
Fairbanks Morse Pump
8/1/97

III. WETWELL DESIGN:
A. DETERMINE OPERATING VOLUME:
PRESENT:
T =3Q MINUTES (7.5 TO 30)
Qddf = 16.42 GPM
Q = 200 GPM
V = 452.07 GAL.
B. SELECT WETWELL DIMENSIONS:
DIAMETER: FEET WETWELL DEPTH =
PRESENT CONDITIONS:.
OPERATING DEPTH: 2.14 FEET
TOP ELEV f4P1� 312�1 0£3
GROUNDt1205a
LOWEST SEWER IN =
LAG PUMP ON = 1114.52
ALARM = 1114.02
LEAD PUMP ON = 1113.52
PUMPS OFF = 1111.38
BOTTOM = 1107.88
FUTURE:
T `;3 _ °90+MINUTES (7.5 TO 30)
Qddf = 75.00 GPM
Q = 200 GPM
V = 468.75 GAL.
13.12 FEET
FUTURE CONDITIONS:
OPERATING DEPTH:
2.22 FEET
TOP ELEV =
1121.00
GROUND =
1120.50
LOWEST SEWER IN =
1115.10
LAG PUMP ON =
1114.60
ALARM =
1114.10
LEAD PUMP ON =
1113.60
PUMPS OFF =
1111.38
BOTTOM =
1107.88
DEPTH REQUIRED FOR PUMP PROTECTION: FEET
PRESENT CONDITIONS CYCLES PER HOUR: 2.0
FUTURE CONDITIONS CYCLES PER HOUR: 6.0
C. CHECK FLOTATION:
1. BUOYANCY = SUBMERGED VOLUME X 62.4 PCF:
WETWELL I D. F �_ZI600 FEET
WETWELL O.D. 7.00 FEET
SUBMERGED DEPTH: 13.28 FEET
BUOYANCY: 31,898 LBS.
2. WEIGHT OF WETWELL:
TOP = 9.00 INCHES AND 3,876 LBS.
RISER = 11.87 FEET @ 1910.00 LBSNF = 22,665 LBS.
BOTTOM = 8.00 INCHES AND 3,850 LBS.

TOTAL = 30,391 LBS.
FACTOR OF SAFETY = 0.95 NO GOOD
EXTENDED BASE SLAB IS REQUIRED
BASE SLAB EXTENSION = 8.0 INCHES
HEIGHT OF SOIL = 12.62 FEET
WET SOIL WT.(50PCF) = 10,102 LBS.
THEN TOTAL RESISTANCE TO UPLIFT = 40,492 LBS.
FACTOR OF SAFETY = 1.27 OK

V = T Qddf 1 - Q
V = active volume within the pump station (gallons)
T = allowable cycle time between starts (minutes)
Qddf = design daily flow to pump station (gallons per
minute)
Q = pumping rate of a single pump (gallons per minute)
WETWELL DATA PER TINDALL CONCRETE
G-SERIES
DIA.
O.D.
WEIGHTS
HEIGHT
(INCHES)
EXTENDED BASE
(FT)
(FT)
O.D. (FT)
RISER (LBNF) BASE (LB)* TOP (LB)
I BASE TOP
4.0
4.83
915
1375
1242
6
8
5.83
5.0
5.83
1370
2600
2773
8
9
7.17
6.0
7.00
1910
3850
3876
8
9
8.33
7.0
8.17
2207
5240
7625
8
16
9.33
8.0
9.33
2879
6840
8689
8
16
11.00
10.0
11.67
4481
12030
14312
9
16
14.00
* BASED ON BASE AREA X HT X 150 PCF

-
'
-------- ---- _----- .____'
2:7
�
f-
--`---��/-V-~
7 -S-5-\� _
�
� T}

n
Michael F. Easley, Governor
William G. Ross Jr., Secretary
�y North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 1, 2003
Town of Sawmills
Eric Davis
4076 US Hwy 321-A
Granite Falls, NC 28630
Subject: Engineer Certification
WQ0017555
Sawmills Town -City Of Lenoir
Caldwell County
Dear Mr. Davis
The Division's Non -Discharge Permitting Unit has received the signed and sealed Engineering
Certification required for compliance with the subject permit and 15A NCAC 2H .0220. Please
note that any record drawings and other supporting documents submitted will be forwarded to
the appropriate regional office along with a copy of the certification. Please keep this letter and
Engineering Certification with your subject permit/record drawings file.
If you have any questions regarding this letter, please contact Division of Water Quality
Asheville Regional Office.
Sincerely,
4" �) •.4..,)
Glenda M. Rouse
Enclosur
cc: Asheville ReI", Ullater Quality Section
Central Files
West & Associates
O N@N0WC
DEC I ' 1203 1 J
6NAT 77R 01JALITY SECTION
Non -Discharge Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617
Customer Service
Phone [phone] Fax [phone] Internet http://h2o.enr.state.nc.us/ndpu
NCDENR
623-7748

Permit No. WQ0017555
DYcember 29, 1999
ENGINEER'S CERTIFICATION
RECEIVED
WATFR 011A1 ITY SFCTION
ti 2 J
hlorg)1scherge� Pemr�i ng
Partial ��� Final
I, h (� M ` /1 T601Q S , as a duly registered Professional Engineer in the State of
North Cdrblina, laving been authorized to observe er lica`.l�veekly, full�ti e) the construction of the project,
CLtiu �n.t (i s L�a'tvir T � r ;tiyi z LF ,��2� /D u-o G•P gum r/s
Project Namel Location a d County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and intent of
this permit, the approved plans and specifications, and other supporting materials.
`J '�-757
Signature , Registration No.
o�6oeeasestrp�
Date %�'/GAL- �2,C�6 *,%,, Ce�6ItiH}�
wdO knmsc'k
SEAL
2075m ,
The Division of Water Quality hereby
acknowledges receipt and acceptance of this Engineers
Certification
4

WESvi
TiANDASSOCIaTES,; P A'.
Consultmg`Engineers „ z
?- a1til=Sfp..Wli'i ff �f'rPPt�,.�, �:'`<•�. -,. -... r.� �. <'r. Spa. a r ,t_`,
....
NCDENR f Wate1 Quality Section
J w
Permits` & 4Engineeririg Unit { ter, ,t
617 -Maa l ,Service Center\ #
Rale�.ghNG„ 5�27699
d 'd
i
JUMBEWP, HONE
VTION £
�wmz?lls,',,NC� w Sawmills/Lenoir � �
iterconn'ect Pro-ect '
i i 4
3 t Pt § 5 k j Si+. -3� �, i $•.,± vt } v i'j % � $'i f t'J ., <.�f" t �kiR .'$<
r
WE ARE SENDING YOU — Attached — Under separate cover via
the following items.
Shop drawings — Prints
— Plans — Specifications
Samples
—Copy of letter Change order
Other:
COPIESD.
DESCRIPTION
1
Engineer's
Certification
THESE ARE TRANSMITTED as checked below:
X For your approval Approved as submitted
— For your use Approved as noted
— As requested — Returned for corrections
For review and comment — Other
FOR BIDS DUE/DATE:
REMARKS
RECEIVED'
WATER DUALITY SECTION
Jib 2 2Q`
NorgNset arge Permitting
Resubmit
copies for approval
Submit
copies for distribution
— Return
corrected prints
_ PRINTS RETURNED AFTER LOAN TO US
COPY TO SIGNED
H enclosures are not as noted, please notify us at once. •
PRODUCT 13127T FOLD AT (>) TO FIT COMPANION 771 DU-O-VUE ENVELOPE. PRINTED IN U.SA B

1156
WEST CONSULTANTS, PLLC
Consulting Engineers
405 South Sterling Street
MORGANTON, NORTH CAROLINA 28655
Phone [phone] Fax [phone]
TO Div. Of Water Quality (Asheville)
NCDENR
2090 US Hwy 70
Swannanoa NC 2MM
WE ARE SENDING YOU X Attached Under separate cover via
Shop drawings Prints Plans
Copy of letter Change order Other:
JOB NUMBER/PHONE DATE
20032 3/29/2004
ATTENTION
RE:
Town of Sawmills / Caldwell County, NC
Helena Street Area CDBG Sanitary Sewer
Project
the following items.
Specifications Samples
COPIES
DATE
NUMBER
DESCRIPTION
1
As -Built Drawings
1
Engineer's Certification - WQ0021309
1
Engineer's Certification - WQ0022566
1
Pump Station Design Calculations (4/11/02)
THESE ARE TRANSMITTED as checked below:
For your approval Approved as submitted Resubmit copies for approval
X For your use Approved as noted Submit copies for distribution
As requested Returned for corrections Return corrected prints
For review and comment Other
FOR BIDS DUE/DATE: PRINTS RETURNED AFTER LOAN TO US
REMARKS
1 MAR 3 1
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFIC
COPY TO File
If enclosures are not as noted, please notify us at once.
PRODUCT 13127M USE WITH 771 ENVELOPE NEBS To Reorder. 1-800-225-6380 or www.nebs.com
SIGNED
PRINTED IN U.S.A. A
• n

q-t l
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDo TIPPETT
GOVERNOR SECRETARY
April 2, 2004
Mr. Jim Reid
Division of Water Quality
Asheville Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778
REF: NCDOT Project 8.1731701 (R-4064)
F.A. Project STP-321A(2)
Sawmills — Intersection of US 321A and SR 1108 (Mission Rd) East of
US 321A and SR 1130 (Cajah Mountain Rd)
Caldwell County
Dear Mr. Reid,
Attached are one (1) original and one (1) copy of the completed application form for
installation of the. proposed wastewater facility on the above highway project. This
facility is owned by the Town of Sawmills and is to be constructed as part of the
highway contract. We respectfully request your review and approval.
Enclosed is a check in the amount of $400.00 for the permit application fee. If we can
be any further assistance, please advise.
RB W/vm
Attachments
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
DESIGN SERVICES UNIT
1591 MAIL SERVICE CENTER
RALEIGH NC 27699-1591
S' erely,
#B. Wilkins, PE
Utilities Squad Leader
TELEPHONE: [phone]
FAX: [phone]
WEBSITE. WWW.DOH.DOT.STATE.NC.US
LOCATION:
CENTURY CENTER COMPLEX
ENTRANCE B-2
1020 BIRCH RIDGE DRIVE
RALEIGH NC 27610

WEST CONSULTANTS, PLLC
Consulting Engineers
405 South Sterling Street
MORGANTON, NORTH CAROLINA 28655
Phone [phone] Fax [phone]
TO NC Division Of Water Quality (Asheville)
Asheville Regional Office
2090 US Highway 70
Swannanoa NC 28778
WE ARE SENDING YOU X
Shop drawings
Copy of letter
Attached Under separate cover via
Prints Plans
Change order Other:
1305
JOB NUMBER/PHONE
Kevin Barnett
RE:
Sawmills, NC - Cajah's Mountain/Mission Road
Wasteawater Facility
the following items.
Specifications Samples
COPIES
DATE
NUMBER
DESCRIPTION
1
Letter from NCDOT
2
on -Discharge Permit Application
1
03/31/04
L590630
Check For $400.00
THESE ARE TRANSMITTED as checked below:
X For your approval Approved as submitted
For your use Approved as noted
As requested Returned for corrections
.For review and comment Other
FOR BIDS DUE/DATE:
REMARKS
Revised applications as per your letter of April 13, 2004.
Resubmit copies for approval
Submit copies for distribution
Return corrected prints
PRINTS RETURNED AFTER LOAN TO US
COPY TO
If enclosures are not as noted, please notify us at once.
PRODUCT 13127M USE WITH 771 ENVELOPE NEBS To Reorder: 1-800-225-6380 or www.nebs.com
SIGNED
PRINTED IN U.S.A. A

.a
FAST -TRACK APPLICATION REVIEW PROCEDURES
Project Name: Review Date: _541D
Project Number: AIC'o 1A fl&-d $'a l7317O I CR-W b-4) Reviewer:. ,
All fast -track projects should be submitted on the application entitled "Fast -Track Application for
Gravity Sewers, Pump Stations, and Force Mains" (FORM: FTA 02/03 currently) unless otherwise
directed by the NDPU. Any pump station/force main projects that require an Environmental
Assessment (EA) are excluded from the Fast -Track review process, and should be submitted for
full review to the Central Office (NDPU) on FORM: PSFMGSA 10/99. Additionally, any projects
involving a flow reduction request must receive approval for the flow reduction from the central
office.
PRE -REVIEW
a/REDoes the application package appear to be generally complete (i.e. all attachments, check, key
questions answered)? If any portion of the application is not complete, or if any required
instruction items have been omitted, RETURN the application package and supporting
documents to the applicant using the Project Return Letter template. Send the package and
letter via certified mail to the applicant, and a copy of the letter to the engineering consultant.
Any projects that are to be returned shall be returned prior to accepting the application (i.e.,
before logging in the application and depositing the check). After a project has been accepted,
any information that is found to be incorrect and/or lacking must be requested via an Additional
Information. Request in accordance with 15A NCAC 2H .0208(e).
_k/Ensure that a check for $400 is submitted and made out to NCDENR. All new projects and major
modifications to existing projects require an application fee. A major modification includes any
changes to permitted flow volumes, changes in pipe diameter, changes in pipe length greater that
10% of the originally permitted length, changes in the operating points of a pump station, etc.
SECTION A — Application Information
/ If the applicant is private (Item B(2)) and listed as a corporation, check the NC Department of the
Secretary of State's web site at http://www.secretary.state.nc.us/Corporations/ to ensure that the
Applicant is registered with the Secretary of State to conduct business as a corporation in the
/ State of NC. Developer's and HOA's should be listed.
Ensure that the signing official meets the requirements of 15A NCAC 2H .0206(b). If they do not,
request a revised application that has been completed by an appropriate official or a letter from
an appropriate official that indicates the person in question is delegated to sign the application on
the applicant's behalf. A current list of Delegated Signing Officials can be obtained from the
DWQ Intranet. If a new delegated signing official letter is presented with the application, forward
a copy to the central office so that the person may be added to the Delegated Signing Official list.
The central office will send E-mails to the appropriate region if a new signing official has been
added so that the most current list can be used. The Non -Discharge Permitting Unit has an
example delegated signing official letter from
http://h2o.enr.state.nc.us/ndpu/spraypol.htmI#DELEG.
SECTION B — Permit Information
V" Project is new? Modification? If the project is a modification to an existing permit, be sure to
enter the application into BIMS as a permit modification (i.e. "renew/modify application" and not
"create new project") .
Applicant a public entity (e.g. county, town, sanitary district)?
1
FAST -TRACK Application Review Procedures 2003

" Applicant a private entity?
Own (i.e. lease) units, lots, parcels, etc?
Sell units, lots, parcels, etc?
Certificate of Public Convenience and Necessity? 2H .0205(d)(2)
♦ Required if the applicant is a public utility. In lieu of a Certificate of Public
Convenience and. Necessity, they may submit written approval from the
North Carolina Utilities Commission's Public Staff that states that the utility is
allowed to provide utility service in the subject project area. Note that the
project name on the application and on the CPCN must match. Contact the
NCUC Public Staff if questions arise.
Operational Agreement? 2H .0205(d)(2)
♦ Operational Agreements are only required if the applicant is not a public
entity (i.e. Town, County, etc.) or public utility as designated by the North
Carolina Utilities Commission AND the lots being served by the collection
system are to be sold to individual owners.
♦ If the applicant is a developer, they must fill out the DEVELOPER
Operational Agreement (FORM: DEV 02/03). A developer may be
responsible for the system for an interim period until the homeowners
association is formed, at which time a Permit Name/Ownership Change
request (FORM: PNOCF 06/00) will be needed to transfer the permit to the
HOA.
♦ If the applicant is a homeowners' association (HOA), they must fill out the
ASSOCIATION Operational Agreement (FORM: HOA 02/03 The HOA must
be registered with the Secretary of State's office and must provide a copy of
the Associations' Bylaws and Articles of Incorporation. These documents.
should be reviewed to ensure that all applicable language regarding the
collection system is included as is required by the Operational. Agreement.
♦ The Operational Agreement should be attached to the permit and
incorporated into the language of the permit. Please note that Operational
Agreement language should not be altered without approval from the
Attorney General's Office. Operational Agreements are available at
http://h2o.enr.state.nc.us/ndpu/ndpuapps.html.
Approval of flow to receiving sewers and WWTF? (i.e. P4 procedure, but now in-house!)
♦ Ensure that the receiving sewers and WWTF have adequate capacity available to accept the
flow volume that is being requested, and that the WWTF has been in compliance with their
treatment and disposal permit.
Flow acceptance letter(s) from the owner of the WWTF and owner of any intermediate sewers (if
different from WWTF owner and applicant)? 2H .0205(d)(3)(C)
♦ Required only if the applicant and the owner of the WWTF/intermediate sewers are not the
same entity.
♦ Project specific flow acceptance letters are required.
♦ Ensure that the following items appear in the flow acceptance letter: applicant's name,
project name, amount of wastewater flow accepted, date that the flow acceptance was
granted, expiration date of the acceptance, and name/permit number of the receiving WWTF.
Do not accept a flow acceptance letter that was issued more than one year prior to the
receipt of the package.
♦ Ensure that the owner accepted the entire. volume of flow listed in application.
Wastewater industrial or domestic in nature?
♦ Most projects will be for wastewater that is domestic in nature, however, if Item B.6 indicates
that the wastewater is industrial in nature, notify the Regional. Office Pretreatment
Coordinator or the WQ Pretreatment Unit Central Office to determine if a pretreatment permit
is needed or if a program already in place and compliant.
2
FAST -TRACK Application Review Procedures 2003

Flow volume calculated correctly? 2H .0219(l)
♦ Ensure that the daily design flow in the application is based on the guidance provided in the
regulations or existing flow, and that the explanation as to how this volume was determined is
very specific (i.e., 22 three -bedroom homes, 50,000 s.f. of retail space, 18 employees, etc).
This information will be included in the description of the system in the permit. Our regs say
120 gpd/bedroom for residential. Note that for one -bedroom the minimum they can. use is
240 gpd..
♦ If daily design flow is not based on regulations, ensure that the applicant has an approved
flow reduction of daily design flow rate on file with the Division. A list of approved flow
reductions may be obtained from the DWQ Intranet or by contacting the NDPU. Flow
reduction requests.are to be reviewed by the central office, and must be reviewed and
approved before the application is accepted by the regional office for review.
♦ Ensure that the flows shown on the application match up to what is shown on the plans (if
available for review). For example, if the application states that 100 lots are to be developed,
ensure that there are 100 lots, and not 150 lots, shown on the plans. Plans are only required
for review if the applicant is requesting a variance to the MDC or the .0200's.
♦ Do not approve "future" wastewater flows (i.e., that based on speculative development).
These would be permitted in future wastewater collection system extensions.
Adequate information provided regarding the proposed gravity sewer and/or force main (if
applicable)?
Note: An Environmental Assessment may be required if there are 3 miles of gravity sewer and
the design capacity is 1 MGD or greater (15A NCAC 1 C .0100). Note that this criteria is currently
under revision. Environmental Assessment projects can NOT go Fast -Track!
Adequate information provided regarding the proposed pump station(s) (if applicable)?
Note: An Environmental Assessment may be required if the pump station(s) have a design
capacity greater than 1 MGD or greater (15A NCAC 1 C .0100). If there are any questions about
whether an EA may be required, discuss with your supervisor or contact Todd Kennedy of the
Planning Branch's Local Government Assistance Unit.
♦ Power reliability at the pump station provided in accordance with Section 5.04 of the
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
document (i.e dual line feed, portable generator w/telemetry, permanent generator with
automatic transfer switch, wet well storage if near Class C waters)?
Project designed in accordance with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design
Criteria and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains document (as applicable)? If NO, forward one copy of the supporting documents to
the Central Office for review, indicating the permit number, owner and protect name. The Central.
Office will review the variance request, and if approvable, specific language regarding the
variance will be forwarded to the Regional Office reviewer to incorporate into the permit. A copy
of the variance letter provided by the central office should be kept with the application file.
SECTION C — Watershed Classification
Topographic map submitted?
Watershed classification required? If YES, you are advised to "spot-check" the classification(s).
If NO, ensure the applicant/engineer has indicated why one is not required.
SECTION D —Certifications
Signing Official's signature? 2H .0206(b)
♦ Ensure that the applicant's signature is the same person as that listed as the applicant's
signing official on Page 1 of the application form.
PE stamped, signed, and dated application, plans, specifications, and calculations (if applicable)?
2H . 0205(d) (1) (A) (M)
FAST -TRACK Application Review Procedures 2003

v Ensure that the same engineer has signed, sealed, and dated the application and all the
items, with the exception of items designed by specialty disciplines (i.e., architectural,
structural, plumbing, and electrical plans). If not, an explanation and/or authorization is.
required.
Adequate information provided for the engineer/engineering firm?
PE with active license in North Carolina? 2H .0205(d)(1)(A)(id) or 2H .0203(28)
♦ Ensure. that ALL pertinent P.E.s have active licenses by checking the NC Professional.
Engineer's Board web site (www.ncbels.org - the PE number must be six digits, use leading 0
when needed).
♦ If the PE seal number does not show up on the web site database, call the PE Board for
verification [phone].
Drafting a Permit
♦ In order to be consistent, use the most current version of the Fast -Track permit shell (see DWQ
Intranet). This permit shell contains specific language with respect to the Minimum Design Criteria,
regulations, and collection system permitting. The NDPU will notify you of any changes to this permit
shell.
♦ Be. specific with respect the system description and information. Indicate the flow, what the project
will be serving, length and size. of gravity sewer lines and force mains, etc. For projects involving
pump stations, the size of the pump stations, as well as the reliability option and any additional info
(telemetry, odor control system, etc) should be included. A sample permit is on the DWQ Intranet.
♦ Add or remove any special conditions, as necessary. Please call attention to any non-standard permit
conditions in the cover letter of the permit and include the permit condition where necessary. See the
Example Special Conditions document..
♦ If the project is a modification, don't forget to include the system description from the previous permit
and void the previous permit in the language!.
Denying a Project
♦ If the Reviewer/Supervisor determines that an application package should be denied because it can
not meet NC Statutes, rules or regulations, then a denial letter should be drafted. Special attention
should be paid to the statutory deadline for permitting. If it is thought that a project might be
denied, it is important to review it and draft the denial letter as soon as possible. There must
be time allowed for the denial letter to be sent up to the Director and signed prior to the
statutory date.
♦ The Reviewer should use the Application Denial Letter template to prepare a denial package for the
Supervisor's review and submittal to the Director for signature. The letter should not be dated, but
instead will be dated after the Director signs it. A memo to the Director should be attached to the top
of the denial package summarizing the reasons for denial. This package must be singed off on by the
reviewer, supervisor, Section Chief, and. Director. Distribute the letter as directed in "Issuing a
Permit" below.
Issuing a Permit
♦ Permits should be signed only by those delegated to sign for the Director.
♦ Permits should be distributed as follows (include the signed Operational Agreement if applicable):
✓ Original to the Permittee
✓ Copy to the consulting engineer
✓ Copy to the county health department
✓ Copy to the Mecklenburg County Department of Environmental Protection for all projects located
in Mecklenburg County
✓ Copy(ies) to the owner of the WWTF and owner of the downstream sewers (if different than the
Permittee)
✓ Electronic Copy and Hard Copy to the NDPU for our files
✓ Copy to Central Files (attach application package and any supporting documents)
✓ Save an electronic version named WQOOXXXXX.doc in a folder on your office shared drive or
hard drive. Try to keep your drafts and issued files separate.
4
FAST -TRACK Application Review Procedures 2003

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
April 2, 2004
Mr. Jim Reid
Division of Water Quality
Asheville Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778
LYNDo TIPPETT
SECRETARY
REF: NCDOT Project 8.1731701 (R-4064)
F.A. Project STP-321A(2)
Sawmills — Intersection of US 321A and SR 1108 (Mission Rd) East of
US 321A and SR 1130 (Cajah Mountain Rd)
Caldwell County
Dear Mr. Reid,
Attached are one (1) original and one (1) copy of the completed application form for
installation of the proposed waste water facility on the above highway project. This
facility is owned by the Town of Sawmills and is to be constructed as part of the
highway contract. We respectfully request your review and approval.
Enclosed is a check in the amount of $400.00 for the permit application fee. If we can
be any further assistance, please advise.
RB W/vm
Attachments
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
DESIGN SERVICES UNIT
1591 MAIL SERVICE CENTER
RALEIGH NC 27699-1591
S' erely,
#B'Wilkins, PE
Utilities Squad Leader
TELEPHONE: [phone]
FAX: [phone]
WEBSITE. WWW.DOH.DOT.STATE.NC.US
LOCATION:
CENTURY CENTER COMPLEX
ENTRANCE B-2
1020 BIRCH RIDGE DRIVE
RALEIGH NC 27610

FAST TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 1
OF W ATF9 State of North Carolina
`0� QG Department of Environment and Natural Resources
r Division of Water Quality
o c FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included the following list of required application package items by checking the
space provided next to each item. Failure to submit all required items will lead to your application being returned as
incomplete or additional processing and review time. This form may be photocopied for use as an original.
[}2I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit.detailed plans and specifications unless you respond NO to Item B(12).
Wf II. Application Fee - Submit a check in the amount 'of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR).
❑ III. Certificates of Public Convenience and Necessity If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area; and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use .Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters — If the owner of the downstream. sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
E411. Map — Submit an.8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section 'C of the permit application.
❑ `VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/ndpu or by contacting the appropriate regional
office.
TT A All in, T __. 1 n/ /n,)

- 'FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
❑ VIII. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A N.CAC
01C .0500],, this application can not be used. Send the project application on Form PSFMGSA.10/99 to the
Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be
processed until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been
issued. A copy is to be submitted with that permit application.
IX., Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing. official listed in Item A(1b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
THE COMPLETED FTA 02103 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
`.REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
Avery, Buncombe, Burke, Caldwell,
59 Woodfin Place
Cherokee, Clay, Graham, Haywood,
Asheville, North Carolina 28801
Henderson, Jackson, Macon,
[phone]
Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania,
Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301
Anson, Bladen, Cumberland, Harnett,
[phone]
Hoke, Montgomery, Moore, Robeson,
[phone] Fax
Richmond, Sampson, Scotland
Mooresville Regional Office
919 N Main Street
Mooresville, North Carolina 28115
Alexander, Cabarrus, Catawba,
[phone]
Cleveland, Gaston, Iredell, Lincoln,
[phone] Fax
Mecklenburg, Rowan, Stanly, Union
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe,
Raleigh, North Carolina 27699-1628
Franklin, Granville, Halifax, Johnston,
[phone] -
Lee, Nash, Northampton, Orange,
[phone] Fax
Person, Vance, Wake, Warren,
Wilson
Washington Regional Office
Beaufort, Bertie, Camden, Chowan,
943 Washington Square Mall
Craven, Currituck, Dare, Gates,
Washington, North Carolina 27889
Greene, Hertford, Hyde, Jones,
[phone]
Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington,
Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Brunswick, Carteret,. Columbus,
[phone]
Duplin, New Hanover, Onslow,
[phone] Fax
Pender
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes,
[phone] Fax
Surry, Watauga, Wilkes, Yadkin
For more information, visit our web site at: http.11h2o.enr.state.nc.us/ndpu/
rm a nn in' "_ 1 nc inn

DESIGN SERVICES 9192504119 04/20 '04 13:37 N0.588 02/03
!FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TQ FIELDI Application Number.w =- .
(to he corn leted b i
7 _ Owner..._------------t a y Dom`
9 GO
s. Town of Sawmills-- —1—
z
0
0
IL
z
0
Ci
CL
J
a
O
F_
IM
0
IL
z
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a
M
Full Legal
(company, municipality►, I
1b. Mr. Robert A. FrVe. Jr. Town Administrator
Signing Official Name and Title (Please review I SA NCAC 2H A2W(b) for
'1c� The legal entity who will own this system is:
�] Individual D Federal Municipality El StatelCounty Q Private Partnership Corporation Other (specify►):
1d. 4076 US Hwy 321A Ie: Granite Falls
Street Address e
_City
1f North Caroiina .1g. ___._._
state ---- _ Zip Code
lb. 828 398 - 7903
Telephone Facsimile
2.Prvect (Faallfiy) Information:
28- NCDOT Pro act R-4064 fib,
Brief Project Name (permit will refer to this name)
3 Contact Person.
E-mail
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Appilcation
3b. (919).250 - 412a -'3o. rb�dot.st
Phone Number E-mail
1. Projectis ]g New 0 Modification (of an existing permit)
if' Modification, Permit No.:
For modifications, attach a separate sheet Clearly explaining the reason for the modification (i.e. adding another
phase, changing line sizetlength, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and 0(10-11) that has already been Included in the original permit.
2. Owner is X Pubric (slip to ltem S(3)) ❑ Private (go to item 2(a))
-2a, if private, applicant will be: — __ __ 2b. Y If sold, faclities�owned byby.' (must choose r
p Retaining Ownership (i.e. store, church, single office, eta) or
0 Leasing units (lots, townhomes, etc. - skip to !tarn 8(3))
❑ Selling units (Iots, townhomes, etc. - go to item D(2b))
Owner of Wastewater Treatment Facility I
4a.
Public Utility (Instruction 111)
Homeowner ASsocJDeveloper pnstructiorr IV)
Treating Wastewater From This Project
Name of WWTF
b.
Owner of Downstream Sewer I Receiving Sewer Sae I
R.—The origin of this wastewater is (check all that apply):
WWTF Permit
❑ Residential Subdivision 0 Car wash
0 Apertments/Condominiums ❑ Institution
❑ Mobile Home Park ❑ Hospital
❑ school ❑ Church
p Restaurant ❑ Nursing Home
11 Office Other (specify): Single Family Home
7. Volume of wastewater lq& permitted in this project: ,2,Q gallons per day.
8.
If the permitted flow is zero, indi why:
❑ Interceptor line - Flow will be permitted is subsequent permits that
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow e)
of downstream Sewer (if known)
% DomestWCommerdal
% industrial
% Other (specify):
iiine
MAY 12
WATER QUALITY SECTION
SHEVILLE REGIONAL OFFICE

DESIGN SERVICES . 9192504119 04/20 '04 13:38 N0.588 03/03
FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS, PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H -•-_—
-02190) for Item B(7) or the design flow for line or pump station Sizing if zero flow in the space below. Values other than
that in 1 5A NCAC 2H .0219(I)(.1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non-Vischarge Permitting Unit.1617 Mail Service Center, Raleigh, NC 27%9-1617 in
accordance with 15A NCAC 2H .0219(Q(3).
3 bedroom house 120 gallons per day per bedroom = 3W gallons per day (noted in item 7).
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) Gravity or Farce Main
---___�.---•__-• —___ • (use the pull doom menu)
• $ • .. ...^.:_. ____...; _ .. 5� ... _____._• Gravity
Ljj
ENTER TOTAL LINE LENGTH IN MILE§ 0.11 Y
11. Summary Of Pump 3taffons to be Permitted (attach additional sheets as necessary)
Location ID ; Powar Reliability Option — --
(self chosen - as shown on:! Design Flow; Operational Point ; (1- dual line feed; 2- permanent generator WATS; 3-
LL
plans for cross-npferertce) {MGD)--_; ©PM Q TOH porrabl� generator wltelemetry; 4-wet well *fora e
LLI
Dees the Sewer System comply with the Minimum Design criteria inr the Fasi Track Permitting of Pump Stations and Pone
Im Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
j$ Yes ❑ No If no, please Mfemnce the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
SUBMIT TWO COPIES OF PLANS, SPE-CIPICATIONS OIL CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR
Have the
submitted for
Wetland/Stream Crouings - General Permit or401 Certification? Yes ❑ No p N/A
Sedimentation and Erosion Control Plan? ❑ Yes [:) No ❑ N/A
Stomwmter? [j Yes ❑ No ❑ N/A

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
LU
F—
U)
0)
Z
F--
Q
U_
Ll
F—
W
V
1�,
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
.._...__ _..... _........ ........ ........ __._..._...._...._._ ....... ....... _ ...... ._. _... _ .._. ....__.._.._._..._.......__ -- _..:. ........ __...._.. .... ._.... ....... ....... _...
A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
_. .. _ . . ...... . ..... .... _...... _ _ ...... _....... _... ...... _....... _.... _.. --..........
j A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on Name of Waterbody Stream
map for cross reference) Waterbody County River Basm Index
1. Applicant's Certification:
Waterbody
Classification
1, Robert A. Frye. Jr. , attest that this application for NCCOT Proiect R-4064 (Sawmills - Intersection of US 321A and
SR 1108 (Mission Rd.) East of US 321A and SR 1130 (Caiah Mountain Road)) has been reviewed by me and is
accurate and complete to the best of my knowledge. 1 understand that if all required parts of this application are not
completed and that if all required supporting documentation and attachments are not included, this application package
is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and
143-2.15.6B, any person who knowingly makes any false statement representation, or certification in any application
shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10, 000 as well as civil penalties up to
1 a. A 1*11-� (--t-
Signing Official Signature
2. Professional Engineer's Certification:
I- a3—d
Date
...... ... _. .......
1 attest that this application for NCCOT Project R-4064 (Sawmills - Intersection of US 321A and SR 1108 (Mission Rd.)
East of US 321A and SR 1130 (Caiah Mountain Road)) 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, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996,
and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000
and the watershed classification in accordance with Division guidance. Although certain portions of this submittal package
may have been developed by other professionals, inclusion of these materials undermy signature and seal signifies that 1
have reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10, 000 as
well as civil penalties up, to $25,000 per violation.
2a. Ronald B. Wilkins, PE
Professional Engineer Name
2b. NCDOT / Desian Services / Utilities
Engineering Firm
2c. 1020 Birch Ridge Drive
Address
2d. Raleigh 2e. N.C. .2f. 27610
City State Zip
2g. (919) 250 - 4128 2h. (919) 250 - 4119 2i. [e-mail]
Telephone Facsimile E-mail
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NC DEPT OF ENVIRONMENT AND
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O� WArF9 Michael F. Easley, Governor
William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
> Alan W. Klimek, P.E., Director
Coleen H. Sullins, Deputy Director
Division of Water Quality
Asheville
May 18, 2004
Mr. Robert A. Frye, Jr., Town Administrator
Town of Sawmills Au' iV_, fI fr (e--
4076 US 321A Highway
Granite Falls, North Carolina 28630
Subject: Permit No. WQ0023900
Town of Sawmills
NCDOT Project 8.1731701(R-4064)
Wastewater Collection System Extension
Caldwell County
Dear Mr. Frye:
In accordance with your application received May 12, 2004, we are forwarding herewith Permit
No. WQ0023900, dated May 18, 2004, to the Town of Sawmills for construction and operation of the
subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded and shall be subject to the conditions and limitations as specified therein. This
cover letter shall be considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina -licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office
2090 US Highway 70, Swannanoa, NC 28778
Internet http://h2o.enr.state.nc.us/
Telephone [phone] Fax [phone]
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper

f
TOWN OF SAWMILLS MAY 18, 2004 Page 2
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, permission is hereby
granted to the Town of Sawmills for construction and operation of approximately 600 linear feet of
eight -inch gravity sewer; as part of North Carolina Department of Transportation project number R-
4064, and the discharge of 360 gallons per day of collected domestic wastewater into the Town of Saw
Mills's existing sewerage system, pursuant to the application received May 12, 2004 and in conformity
with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently
filed and approved by the Department of Environment and Natural Resources and considered a part of
this permit.
The sewage and wastewater collected by this system shall be treated in the City of Lenoir's
Gunpowder Wastewater Treatment Facility (Permit No. NC0023736) prior to being discharged into the
receiving stream.
This permit shall become voidable unless the agreement between the Town of Sawmills and
City of Lenoir for collection and final treatment of wastewater is in full force and effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Mr. James Reid at
[phone].
Sincerely,
for Alan W. Klimek, P.E.
v
cc: Caldwell County Health Department
AsheuillePRegter Quality,Section (1N1NTF'Permit-No NC0023736-)'
Bengie Thomas/West & Associates
City of Lenoir
Water Quality Central Files
NDPU Files

"aa
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT WQ0023900 Town of Sawmills NC -DOT
Project 8.1731101(R-4064)
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 wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

PERMIT NO. W00023900. TOWN OF SAWMILLS, NCDOT PROJECT R-4064, CALDWELL COUNTY, 5/18/2004
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be 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.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the. phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon 'as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

PERMIT NO. W00023900, TOWN OF SAWMILLS. NCDOT PROJECT R-4064, CALDWELL COUNTY. 5/18/2004
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 18th Day of May, 2004
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the .Environmental Management Commission
Permit Number WQ0023900

PERMIT NO W00023900 TOWN OF SAWMILLS NCDOT PROJECT R-4064 CALDWELL COUNTY 5/18/2004
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description: Permit No. WQ0023900
Town of Sawmills
NCDOT Project 8.1731701(R-4064)
Wastewater Collection System Extension
Caldwell County
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resultinq in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides.proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
FORREST R. WESTALL
WATER QUALITY SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

doaSWEo
STATE OF NORTH CAROLINA
DEPARTMENT of TRANSPORTATION
MICHAELF. EASLEY P.O. Box 25201, Raleigh, NC 27611-5201 LYNDo TIPPETT
GovERNOR PHONE [phone] SECRETARY
December 9, 2004
PROJECT: 8.7131703 (R-4064)
CONTRACT NO.: C200759
COUNTY: Caldwell
DESCRIPTION: Intersections of US 321A and SR 1108 east of US 321A and
SR 1130 west of US 3 2 1 A in Sawmills.
Forrest R. Westall
Water Quality Supervisor
Asheville Regional Office
2090 US Highway 70
Swannanoa, NC 28778
SUBJECT: Engineering Certification — Post Construction
Dear Mr. Westall:
Attached is the Engineering Certification for the sanitary sewer installed as part of the above
project. The subject sewer installation has been completed in accordance with the attached plan
and profile sheets.
If you have any questions, you can contact Trent Beaver, PE, Division Construction Engineer at
336-667-9111.
Sincerely yours,
M. A. Pettyjohn,
Division Engineer — Djij
MAP/GTB:tb n
cc: David Poindexter U
Kipp Turner, PE
Eleventh Division Office
P. O. Box 250, North Wilkesboro, NC 28659
Phone [phone] Fax [phone]
DEC 1
WATER QUALITY SECTION
c;HFVILLE REGIONAL OFFIC

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NGINEERIN TIVCelIPIT
"-PCONSTRUCTION
DSystem Description: Permit No. W00023900
DEC 1 3 2004 Town of Sawmills
NCDOT Project 8.1731701(R-4064)
Wastewater Collection System Extension
WATER QUALITY SECTION Caldwell County
ASHEVILLE REGIONAL OFFICE
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest pest three year outage reliability option selected) for any pump
stations permitted as part of this project
s Changes to the project should be clearly identified on the record drawings or In written summary form. Permlt
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been roceived by the Division. Therefore, it is highly recommendod
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
as a duly registered Professional Engineer In the Stato of North Carolina, having
been authorized to observe ([Z periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities. due care and diligence wasused in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1. 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
........................................... _...................... . ..............................
I
I
f
i.............. .........................
1...1,,...,......................
;
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
FORREST R. WESTALL
WATER QUALITY SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee Is responsible for trackinq all partial cortlfications up until a final certification is rocoivod. Any wastewater flow
mado tributary to the wastewater collection system oxtension prior to completion of this Engineer's Certification shall be
considored a violation of the permit and shall subject the Permittee to appropriate enforcomont actions.

\O�GOF WATF94Michael F. Easley, Governor
William G. Ross Jr., Secretary
0 North Carolina Department of Environment and Natural Resources
a Alan W. Klimek, P.E., Director
Division of Water Quality
March 30, 2006
Robert Frye, Town Manager
Town of Sawmills
4076 US Hwy 321-A
Granite Falls, NC 28630
SUBJECT
Dear Permittee:
EL 11— IC
MAR 2 9 2006
Sawmills Town-Cdgb Project
Permit No. WQ0015576
Wastewater Collection System Extension
Final Engineering Certification Acknowledgement ----
Per 15A NCAC 2H .0220, the Division received a final engineering certification for the subject project on
October 10, 2005. Enclosed is a copy of the certification page for your records. A full review of the
certification materials may or may not be conducted. It is assumed that receipt of this certification indicates
compliance with all regulations, design criteria and the permit. However, if a full technical review is
conducted, you will be notified of any items of non-compliance. Note that the Division does not
acknowledge partial certifications by letter. It is the Permittee's responsibility to track all submissions and
receipt of partial certifications to the Division.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings for the
life of the project. If you have not received such copy from your consultant, please contact them
immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If this permitted
system is no longer owned by you or your company, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from http://h2o.enr.state.nc.us/peres from
the Collection Systems Applications page.
If you have any questions concerning this document or the completion of Form PNOCF-S (if necessary),
please contact me at the letterhead address or via E-mail at [e-mail].
Sincerely,
K. Marie Doklovic, PE
Environmental Engineer
Enclosure
Cc: Asheville -Regional Office, -Surface Water ProtectibtTSection (all documents)
Benjie Thomas, PE, West & Associates (no enclosures)
405 S Sterling St, Morganton, NC 28655
Surface Water Protection Section Central Files (certification page only)
One Pretreatment, Emergency Response and Collection Systems Unit Internet http://h2o.enr.nc.state.ustndpu
NorthCarohna 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Vidurally Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

J '
Permit No. WQ0015576
November 25, 1998
ENGINEER'S CERTIFICATION
Partial Final
as a duly registered Professional Engineer in the State of North
Carolina,_havibeen authorized to observe e io is , WE
ekl , full time) th construction of the
/ow�� Off` �'c3u)i�� 11s J 6-a /y�]►��ellt-�°ocLpi�
project, t+j&le cya�ev- �d����� �v. F1 Sr.,S` rn�Y'a ; �, z/S . /V(', for the
Project Name Location and County
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of
this permit, the certificate of coverage, the North Carolina Gravity Sewer Minimum Design Manual, and
other supporting materials.
Signature
Date
®c91
x-tkA 1,m4'Q�f`'R
SEAL
Zulu i s 04
The above Engineer's Certification must b��ai���l,id submitted to the address below with one (1)
ot
copy of the "Record Drawings" (i.e., as -constructed plans) of the wastewater collection system This
project shall not be considered complete and allowed to operate until this Engineer's Certification and
the "Record Dra,,dings" plans have been submitted. Any wastewater flow made tributary to the
wastewater collection system prior to completion of this Engineer's Certification shall be considered a
violation of the permit and shall subject the Permittee to appropriate enforcement actions.
Registration No. 7?�_­75
-17
W►� lV D
SMT10N
JANO'10
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
I
3

WE ARE SENDING You, - X Attached Under• separate cover via the following items.
>.
Shop drawings Prints Plans Specifications Samples
Copy of letter, Change order Other:
COPIES DATE NUMBER DESCRIPTION
1
THESE ARE TRANSMITTED as checked below:
For your approval
For your use
X As requested
For review and comment
FOR BIDS DUE/DATE:
REMARKS
As -Built Drawings
Approved as submitted Resubmit copies for approval
Approved as noted Submit copies for distribution
Returned for corrections Return corrected prints
Other
PRINTS RETURNED AFTER LOAN TO US
SIGNED & /&
/,/
PRINTED IN U.S-A. A
COPY TO
If enclosures are not as noted, please notify us at once.
PRODUCT 13127M USE WITH 771 ENVELOPE NEBS To Reorder. 1-800-225-6380 or www.nebs.com

RE: Engineering Certification - WQ0015576
Subject: RE: Engineering Certification - WQ0015576
From: "Benjie Thomas" <[e-mail]>
Date: Tue, 19 Jul 2005 18:36:0.8 -0400
To: "'Marie Doklovic"' <[e-mail]>
Yes, we will send them.
Benjamin (Benjie) B. Thomas, P.E.
West Consultants, PLLC
405 S. Sterling Street
Morganton, NC 28655
Phone: [phone]
Fax: [phone]
e-mail: [e-mail]
-----Original Message -----
From: Marie Doklovic fmailto:[e-mail]]
Sent: Tuesday, July 19, 2005 6:05 PM
To: [e-mail]
Subject: Engineering Certification = WQ0015576
Hi Benjie,
I hate to jog your memory like this but'the Division is sorting through
some old engineering certifications for sewer projects that were set
aside a while back'for questions/issues. You had submitted a
certification for the Town of Sawmills CDBG Project permitted under
WQ0015576 in January.2004. We had set that one aside because the plans
associated with the certification refer to the Town of Glen Alpine CDBG
Project and included a pump station and force main while the, subject
permit was only for gravity sewer for the Town of Sawmills.
I'm assuming this is the wrong set of plans for the project. Do you
happen to have a set of record drawings for .the Town of Sawmills CDBG
Project you could send' me?
Thanks for your help,
Marie Doklovic
1 of 1 7/19/2005 6:43 PM

RE: Sawmills Plans
Subject: RE: Sawmills Plans
From: "Benjie Thomas" <[e-mail]>
Date: Thu, 28 Jul 2005 12:03:27 -0400
To: "'Marie Doklovic"' <[e-mail]>
CC: "'Kathy Jordan"' <[e-mail]>
Okay. We will send them in. It may take about two weeks due to vacation schedules.
Benjamin (Benjie) B. Thomas, P.E.
West Consultants, PLLC
405 S. Sterling Street
Morganton, NC 28655
Phone: [phone]
Fax: [phone]
e-mail: [e-mail]
-----Original Message -----
From: Marie Doklovic [mailto:[e-mail]]
Sent: Thursday, July 28, 2005 11:37 AM
To: Benjie Thomas
Subject: Re: Sawmills Plans
Benjie,
Super old projects do not request the plans in the certification. Then we did our gravity sewer
design criteria which is pseudo fast -track. Those certifications ask for record drawings. Then in
2000, we did our full fledged fast-track,which requests record drawings and pump station calcs as
applicable. Although this project was permitted in 1998, the certification was received January 7,
2004. if it is not too much effort, we would appreciate the record drawings.
Thanks,
Marie
Benjie Thomas wrote:
That is a much older project. I thought it was before the Fast Track system,
which means the plans would have been reviewed during the permitting
process. However, if you need plans we can send them. Please confirm.
Benjamin (Benjie) B. Thomas, P.E.
West Consultants, PLLC
405 S. Sterling Street
Morganton, NC 28655
Phone:[phone]
Fax: [phone]
e-mail: [e-mail]
-----Original Message -----
From: Marie Doklovic [mailto:[e-mail]]
Sent: Thursday, July 28, 2005 11:23 AM .
1 of 2 7/29/2005 10:44 AM

WE ARE SENDING YOU' X Attached Under separate cover via the following items., .
Shop drawings Prints., Plans Specifications' Samples
Copy of letter Change order Other:
COPIES DATE NUMBER DESCRIPTION
1 As -Built Drawings
THESE ARE TRANSMITTED as checked below:
For your approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
X As requested Returned for corrections Return corrected prints
For review and comment Other
FP
FOR BIDS DUE/DATE: '" " P"�""t='^^^RRIN S R T RN ASTER} OA�I TO, -US
ig
REMARKS
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PUiiiT SOURCE EIR,104CH
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COPYTO �.<,.xx,.�». �, w°rr<1ri IG
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H enclosures are not as noted, please notify us at once.
PRODUCT 13127M USE WITH 771 ENVELOPE NEBS To Reorder 1-800-225-6380 or www.nebS.com PRINTED IN U.SA A
,.,..•. A {r,,

WE ARE SENDING YOU
Shop drawings
Copy of letter
`- - Attached
Under separate cover via
— Prints — Plans
Change order — Other:
Specifications
Engineer's Certification And As Built
the following items.
Samples
THESE ARE TRANSMITTED as checked below:
XFor your approval —Approved as submitted — Resubmit copies for approval
For your use — Approved as noted — Submit - copies for distribution
As requested- — Returned for corrections — Return corrected prints
For review and comment — Other
FOR BIDS DUE/DATE: _ PRINTS RETURNED AFTER LOAN TO US
REMARKS
SIGNED �iy���x�e-J ' onh
FOLD AT (>) TO FIT COMPANION 771 DU•O-VUE ENVELOPE. PRINTED IN U.S.A. B • oe
COPY TO .
if enclosures are not as noted, please notify us at once.
PRODUCT 13127T

NC®ENR FOLD
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
October 6, 2014
Seth Eckard, Town Administrator
Town of Sawmills
4076 US HWY 321-A
Granite Falls, NC 28630
Subject: Permit No. WQ0037381
Town of Sawmills
Duff Drive Sanitary Sewer Project
Wastewater Collection System Extension
Caldwell County
Dear Mr. Eckard:
John E. Skvarla, III
Secretary
In accordance with your application received September 22, 2014,.we are forwarding herewith Permit
No. WQ0037381 dated October 6, 2014, to Town of Sawmills"for the construction and operation of the
subject wastewater collection system extension. This permit shall be effective from the date of issuance
until rescinded, and shall be subject to the conditions and limitations as specified therein. This cover
letter and supplement shall be considered a part of this permit and are therefore incorporated therein
by reference.
Please pay particular attention to the following conditions contained within this permit:
Special Condition I. 1:
I
The Permittee shall designate the aerial creek crossing section of this project as a high
priority sewer, and in accordance with 15A NCAC 02T.0403(a)(5), this section shall be
inspected by the permittee or its representative at least once every six months and
inspections shall be documented.
Standard Condition 11.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be responsibility of the Town of Sawmills to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
GAWRIW=aldwelflCollection SystemslSawmills Collection System1W00037381.Duff Dr Project.doc
Water Quality Regional Operations — Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: http:#portal.ncdenr.orglweblwq
An Equal -Opportunity 1 Affirmative Action Employer

Town of Sawmills
WQ0037381
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Linda Wiggs at [phone]
or via e-mail at [e-mail].
Sincerely,
for Thomas. A. Reeder
Division of Water Resources
cc: odd Poteet, West Consultants (e-copy)
/Monty Wall, City of Lenoir (e-copy)
ARO Files
MSC 1�6117Central Files -Basement
PERCS (e-copy)

NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
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, permission is hereby granted to the
- Town of Sawmills
Caldwell County
for the construction and operation of approximately 9,593 linear feet of 8-inch gravity sewer to serve 70
3 bedroom. homes as part of the Duff Drive Sanitary Sewer Project, and the discharge of 25,200 gallons
per day of collected domestic wastewater into the City of Lenoir existing sewerage system, pursuant to
the application received September 22, 2014, and in conformity with 15A NCAC 2T; the Division's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design'Criteria for -the. Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 as applicable; and other -supporting data subsequently filed and approved by -the Department of
Environment and Natural Resources and considered apart of this, permit. '
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this 6th day of October, 2
L.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0037381

SUPPLEMENT TO PERMIT COVER SHEET
Town of Sawmills is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Gunpowder Wastewater
Treatment Facility (NPDES Permit # NC0023736) prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Permittee'.s responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules..
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL_ CONDITIONS_
1 The. Permittee shall designate the aerial creek crossing section of this project as a high priority sewer, and
in accordance with 15A NCAC 02T.0403(a)(5), this section shall be inspected by the permittee or its
representative at least once every six months and inspections shall be documented.
2 This permit shall become voidable unless the agreement between Town of Sawmills and City of Lenoir for
the collection and final treatment of wastewater is in full force and effect.
II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to
change ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to
the Division accompanied by documentation from the parties involved, and other supporting materials as may
be appropriate. The approval of this request shall be considered.on its merits and may or may not be
approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials unless
specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required, the
following performance criteria shall be met as provided in 15A NCAC 2T .0403:

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters, and to prevent any•contravention of groundwater standards -or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week.
e. • High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at.existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the life of the system.
5.' Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Asheville Regional Office,
telephone number 828-296-4500, as soon as possible, but in no case more than 24 hours or on the next
working day, following the occurrence or first knowledge of the occurrence of either of,the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water

Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the"Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most
current Division approved form) within five days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part II of Form
CS-SSO (or the most current Division approved form) can also be completed to show that the SSO was beyond
control.
6. Construction of the gravity sewers, pump stations, and force mains shall be 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.
Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made tributary
to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of the wastewater collection system extension. Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage reliability option selected) for any pump stations permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design
Criteria will be reviewed on a case -by -case basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After -construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification & activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.

Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the
licensing board.
10. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement facilities.
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances that may be imposed by other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 213.0200 and 15A NCAC 2H .0500.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: TOWN OF SAWMILLS Permit No. WQ0037381
Project: DUFF DRIVE SANITARY SEWER PROJECT Issue Date: 06/10/14
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan& profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria. Modifications should be submitted prior to certification
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, 1 1 , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WATER QUALITY REGIONAL OPERATIONS SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 U.S. HWY 70
Swannanoa, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWR Use Only:
Flow from this project is tributary to: NCO023736

' Division of Water Quality
Fast Track Application (FTA 12.12) for Sewer Systems— Review Checklist
Project Name: Du-4 )Y- v c A iL. a Sw'j2. ?-rz j . Preliminary Review Date: , V g y ! I �{
Project NumbergWQ0037381 G 3�3g Final Review Date:
Reviewer; 1---;l� U ►a �;� S
Application Pre -Review
Project is located in a County currently covered by the regional office UYes []No
Application and supporting documentation submitted in duplicate? Vres ❑No
One Original and One Copy .
Correct application fee submitted? G.S. 143-215.3D 2fes L No
Ensure that a check for $480 is submitted and made out
Application package is complete
Current application version (FTA 12-12) L5 -- . J'es ❑No
Briefproject narrative (per Section A ofFTA : "des []No
Certification of Public Convenience and Neces `.. - rovWed �x ❑Yes ❑No
(if applicable)
Operational Agreements, signed an dated - Yes []No(if applicable)
Flow Tracking / Acceptance Form 6- 3), signed fed '❑'ices' []No
Flow Tracking / Acceptance Planning se �. ,Addendum []Yes ❑No
(if applicable)
Site Map and Street Le" l Map (per Sec F of 2) es ❑No
Stream Classifica a. SCAS 03- igned,v d date es []No(must b , etti,.C. PE)
s,..
PE Certificatio plioation fined, seal red by N. es ❑No
Applicant Certifies" is signe dated (or on letter is provided) []Ws []No
Permit Info '
t Mo
Does the t require a pe the a Dyes ❑No
See 'fling by Regul 05A 02T.0303) for projects deemed permitted
Is the project eligi the Fast Tra, ogram? 2'es ❑No
Project not permitte gh the fast ' program
Requires an En ental p sment per 15A NCAC 01 C .0408
Is an alternative s o sure sewers, STEP systems, vacuum systems, etc.)
Is funded through th cture Finance Section
If the applicant is a private entity (private utility) ❑Yes []No
Applicant has been designated as a public utility by the NC Utilities Commission
Has submitted a Certificate of Public Convenience and Necessity (CPCN)
or Letter from the Public Staff of the NC Utilities Commission (contact Central Office)
If the applicant is a private entity (Developer) []Yes []No
Has submitted an executed Operational Agreement (DEV 06-13)
If the applicant is a Homeowner's or Property Owner's Association: ❑Yes []No
Has submitted an executed Operational Agreement (HOA 06-13)
and, Copy of the Articles of Incorporation, Declarations and By-laws

Wastewater Flow Information
Has the wastewater flow volume been calculated correctly (section B.9 of FTA 12-12)?
Yes
[:]No
Flow is calculated per 15A NCAC 02T.0114
or
If daily design flow is not based on regulations ensure that the applicant has an approved
flow reduction of
daily design flow rate on file with the Division.
or
If other than 2T.0114, values must be supported with flow data per 15A NCAC 02T.0114(fl
(Contact Central Office)
Has submitted Flow Tracking/Acceptance Form (FTSE 06-13)
Yes
❑No
Proper certification per 15A NCAC .0106 (b)
-es
[:]No
Form is dated within one year of receipt of application package
Yes
❑No
Is FTSE Planning Assessment Addendum Required?
❑Yes
❑No
Required only for projects where available pump station capacity is < 0.
Contact Central Office if needed
Additional forms (FTSE 06-13) required?
❑Yes
❑No
Required only if the owner of downstream sewer different then owner of WWTF
Design Information
Has a Stream Classification form been submitted (WSCAS 03-12) iYes ❑No
Required if any portion of project is within 100 feet of any surface water or wetlands
If no, verify separation on submitted USGS. Topographic Map
Note, 15A NCAC 02T .0305 (fl contains minimum separations required for sewer
A variance is required if minimum separations cannot be avoided
Has been signed, sealed, and dated by an N.C. PE 21yes [-]No
Is Project design is in accordance with (see section B.13 of FTA 12-12) Yes ❑No
15A NCAC 02T
Gravity Sewer Minimum Design Criteria (latest version)
Minimum Design Criteria for Permittingof f Pump Stations and Force Mains (latest version)
If no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
Applicant must submit TWO copies of the plans, specifications, and calculations
Contact the Central Office to discuss the variance request to determine a course of action. Variance approvals
are issued from the central office. If approved, the variance should be incorporated into the final permit
Project contains high priority lines 05A NCAC 02T .0402(2)) �es [:]No
Contact the Central Office
Application Certification
Has a N.C. PE stamped, signed, and dated the application? Yes ❑No
PE with active license in North Carolina? Yes ❑No
Check the NCBELS to ensure Engineer is currently registered to practice
NCBELS License Lookup
Applicant (Owner/Permittee) signature meets requirement of 15A NCAC .0106(b)? Yes ❑No
If not, is a delegation letter provided, delegating authority? []Yes ❑No
If the owner is a corporation, is the corporation registered in N.C.? ❑Yes ❑No
N.C. Secretary of State (Corporation Search)

WEST CONSULTANTS, PLLC
Consulting Engineers and Surveyors
405 South Sterling Street
Morganton, North Carolina 28655
Phone [phone] Fax [phone]
TO NCDENR - Water Quality Section
- 2090 US HWY 70
Swannanoa, NC 28778
LETTER OF
TRANSMITTAL
JOB NUMBERIPHONE DATE
11160.1 /19/2014
ATTENTION
RE:
Town of Sawmills, NC - Duff Drive Area
Sanitary Sewer
WE ARE SENDING YOU X Attached Under separate cover via
Shop drawings Prints Plans Specifications
Copy of letter Change order Other:
the following items.
Samples
COPIES
DATE
NUMBER
DESCRIPTION
2
Project Narrative
2
Application Form (1 Original And 1 Copy)
1
Application Fee ($480.00) Pd By Town Of Sawmills
2
Flow Tracking/Acceptance From City Of Lenoir
2
Flow Tracking/Acceptance From Sawmills
2
USGS Topography Quad Map
2
Watershed Classification Attachment
' RECEIVE®
Division of Water Resourres
SEP 2 2 2014
THESE ARE TRANSMITTED as checked below:
Water Quality Regional OperationsAsheville Regional Office
n For your approval
For your use
As requested
For review and comment
FOR BIDS DUE/DATE:
REMARKS
Approved as submitted
Approved as noted
Returned for corrections
Other
9/17/2014
Resubmit
copies for approval
Submit
copies for distribution
Return
corrected prints
PRINTS RETURNED AFTER LOAN TO US
COPY TO SIGNED) "
If enclosures are not as noted, please notify us at once.
PRODUCT 13127G USE WITH 771C ENVELOPE Deluxe For Business 1-800-225-6380 or www.nebs.com PRINTED IN U.SA. A
man n •

TOWN OF SAWMILLS
DUFF DRIVE SANITARY SEWER PROJECT, CDBG
SEDIMENTATION AND EROSION CONTROL PLAN
CALDWELL COUNTY, NORTH CAROLINA
Narrative
The project will consist of the installation of 9,593 feet of 8-inch gravity sewer, valve replacement at the
Stamey Road Pumping Station, 70 house connections, and appurtenances. The location is along Jay
Street, Oxford Drive, Gatewood Drive, Maggie Lane and Duff Drive, in Sawmills. This area is inside the
town limits in the northwest section of Sawmills. The project will provide public sanitary sewer service
to 70 homes and abandon the existing septic tank systems. In the construction phase of the project both
concrete and asphalt driveways will be disturbed and will need to be repaired. Other than repairing the
disturbed driveways and any incidental damages to the streets, no street improvements are included in
the proposed project.
Resources
SEP 2 2 2014
Water Quality Regional Operations
_Asheville Regional Office

REGEIVLv
Division of Water Resources
_WQ0037381
State of North Carolina
S E P 2 2 2014 Depa meat of Environment and Natural Resources
DWR n Division of Water Resources
6f� tons AST -TRACK APPLICATION (FTA 08-13)
Division of Water ResourcesLa2uality Regton�l Op
heville Re io C7�VIT SEWERS, PUMP STATIONS, AND FORCE MAINS
General — When submitting this application, please use the following instructions as a checklist in order to
ensure all required items are submitted. Adherence to these instructions and checking the provided boxes will
help produce a quicker review time and reduce the amount of requested additional information.
For more information, visit the Surface Water Section's Collection Systems website or;
contact the Regional Office serving your county
Unless otherwise noted, the Applicant shall submit one original and one copy of the application and supporting
documentation to the appropriate Regional Office (see page 3).
A. Cover Letter:
Include a brief project'narrative describing the.final..des'ign (i.e,system'and/or pump station to ultimately
serve.500 homes, but flow for only 100.hornes being, requested now),. For modifications, clearly explain
the reason for the modification (i.e. adding another phase, changing line size, length, etc).
B. Application Form (FTA 08-13):
R( Submit the completed and appropriately executed Fast -Track (FTA 08-13) Application. Any
unauthorized content changes to this form shall result in the application being returned. If necessary
for clarity or due to, space restrictions, attachment to the application may be made, as long as the
attachments are numbered to correspond to the section and item to which they refer. You do not need
to submit detailed plans and specifications unless you respond NO to item 13(13)
w The Professional Engineer's Certification of the application shall be signed, sealed and dated by a
North Carolina licensed Professional Engineer.
lid The Applicant's Certification of the application shall be signed in accordance with 15A NCAC 02T
.0106(b). Per 15A NCAC 02T :0106(c), an alternate person may be designated as the signing official if
a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
C. 7psubmit
lication Fee:
a check in the amount of $480 to: North Carolina Department of Environment and Natural
Resources (NCDENR).
➢ Checks shall be dated within 90 days of application submittal.
D. Certificate of Public Convenience and Necessity (For Privately -Owned Public Utilities Only):
❑ Per 15A NCAC 02T .0115(a)(1), provide two copies of the Certificate of Public Convenience and
�I P Necessity from the North Carolina Utilities Commission demonstrating the Applicant is authorized to
11 hold the utility franchise for the area to be served by the sewer extension, or
❑ Provide two copies of a letter from the North Carolina Utilities Commission's Water and Sewer Division
Public Staff stating an application for a franchise has been received and that the service area is
contiguous to an existing franchised area or that franchise approval is expected.
❑ The project name in the CPCN or letter must match that provided in Item A(2)a of this application.
E. Operational Agreements (For Home/Property Owners' Associations and Developers of lots to be sold):
➢ Home/Property Owners' Associations
I ❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (HOA 08-13).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
➢ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed 012erational Agreement DEV 08-13 .
Even if the project may be turned over to a municipality upon completion, Form DEV 08-13 is required.
INSTRUCTIONS FOR APPLICATION FTA 08-13 & SUPPORTING DOCUMENTATION Page 1 of 6

F. Do
,wnstream Sewer, WWTF Capacity and Flow Tracking/Acceptance Form (FTSE 08-13)
Submit the completed and appropriately executed Flow Tracking/Acceptance for Sewer Extension
Permit (FTSE 08-13) Form for all applications.
➢ The applicant (and owners of downstream sewers, pump stations and/or treatment facilities submitting
form FTSE 08-13 certifies that the addition of the volume of wastewater to be permitted in this project
has been evaluated along the route to the receiving treatment plant, and that the flow from this project
will not cause capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving wastewater treatment plant.
➢ Where the applicant, is not the owner of the downstream sewer, submit two copies of form FTSE 08-13
from the owner of the downstream sewer and owner of the WWTF, if different.
➢ The flow acceptance indicated in form FTSE 08-13 must not expire prior to permit issuance and must
be dated less than one year prior to the application date.
➢ Submittal of this application and form FTSE 08-13 indicates that -owner has adequate capacity
and will not violate G.S. 143-215.67(a).
➢ Intergovernmental agreements or other contracts will not, be accepted in lieu of a project -
specific FTSE 08-13.
G. Site Map (All Application Packages):
R( Submit;an 1.8 5=inch x.11-inch color,copy of�a USGS Topographic Map of sufficient;seale to identify.the
ent re,project.area and closest surface'waters,. Each..map; must include.at a- min imum:
➢ The location of the sewer line and pump stations and be of reproducible quality.
➢ Downstream connection points and the permit number for the receiving sewer (if known)
Pump Station Locations and the longitude and latitude for each pump station (if applicable)
❑ Include a_ street level map showing all relevant project areas.
H. Stream Classification (WSCAS 08-13)
if Submit the completed and appropriately executed Watershed Classification Attachment form
(WSCAS 08-13) if any portion of the sewer system project is within 100 feet of any surface water or
wetlands.
➢ A variance must be requested for encroachment within required setbacks or buffers pursuant to 15A
NCAC 02T .0305(f) 1.
Environmental Assessments (Projects subject to an Environmental Assessment (EA)):
➢ Projects involving an Environmental Assessment per 15A NCAC 01 C .0408, must be submitted for a
full technical review and must be submitted to the PERCS Unit on application forms provided by the
Division.
J. Alternative Sewer Systems
➢ Projects involving low pressure sewer systems, vacuum sewer systems and other alternative sewer
systems must be submitted for a full technical review and must be submitted to the PERCS Unit on.
application forms provided by the Division.
K. Flow Direction
➢ Many wastewater treatment systems are entering into agreements for regionalization efforts and
emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be
directed to more than one treatment facility. If this is the case with the project, please indicate in B(12)
and give the permit number of the second facility.
L. Certifications — Section C
➢ The application must be' certified by both the applicant and the design engineer who is a North Carolina
Registered Professional Engineer (PE). The applicant signature must match the signing official listed in
Item A(1 b). The PE should NOT certify the application if he/she is unfamiliar with 15A NCAC Chapter
2T, The Gravity Sewer Minimum Design Criteria (most recent version) and the Minimum Design Criteria
for the Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.
INSTRUCTIONS FOR APPLICATION FTA 08-13 & SUPPORTING DOCUMENTATION Page 2 of 6

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Fender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Winston-Salem, North Carolina 27107
Davie, Forsyth, Guilford, Rockingham, Randolph,
[phone]
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone] Fax
INSTRUCTIONS FOR APPLICATION FTA 08-13 & SUPPORTING DOCUMENTATION Page 3 of 6

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Application Number:'- _WQ0037381
(to be completed by DWR}
1.
Owner/Permittee:
3798(
1 a.
� Q n of Sawmills
Ful egal Name (company, municipality, HOA, utility, etc.)
0
,1 b.
Seth Eckard, Town Administrator
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authori ed signiiIDwa Vtu
ter
Resources
,1 c.
The legal entity who will own this system is:
El Individual ❑ Federal ® Municipality ElState/County El Private Partnership CorporatioF ] gther ((Wecify):
c CC IIJJ 14
0
1d.
4076 US HWY 321-A
1e. Granite Fall
LL
Mailing Address
City
Z
1f.
North Carolina
Water Quality
1g. 28630 ;tyRegionatOperations
Z
State
s
Zip Code
0
lh.
828-396-7903 1i. 828-396-8955
1j. [e-mail]
QTelephone
Facsimile
E-mail
V
2.
Proiect (Facility) Information:
J
2a.
2b. Caldwell
Brief Project Name (permit will refer to this name)
County Where Project is Located
3.
Contact Person:
- -- --
,3a.
Todd Poteet, West Consultants, PLLC
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
828-433-5661
3c. [e-mail]
Phone Number
E-mail
i1.
Project is ® New ❑ Modification (of an existing permit)
If Modification, Permit No.:
Z
0
F—
0
LL
Z
H
2
It
W
a
Ti
2.
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a.
If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or El Public Utility (Instruction D)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction E)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
`3.
City of Lenoir
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a" �G�rt le ek it 4b l Q02 7 6
Name of WWTF WWTF Permit No.
'.5a.
City of Lenoir 15b. 8" ® Gravity 5c. Unknown
I
Owner of Downstream Sewer IReceiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction F)
6.
The origin of this wastewater is (check all that apply):
Residential Subdivision ❑ Retail (Stores, shopping centers)EL0°.7o Domestic/Commercial
❑ Apartments/Condominiums ❑ Institution % Industrial
❑ Mobile Home Park ❑ Hospital
❑ School ❑ Church (Attach Description)
❑ Restaurant ❑ Nursing Home % Other
❑ Office ❑ Other (specify):
(Attach Description)
7.
Volume of wastewater to be allocated or permitted for this particular proje t. 25.:�0 gallons per day
*Do not include future flows or previously permitted allocations -
8.
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
FTA 08-13 APPLICATION Page 4 of 6

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item 13(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
70 - 3 BDRM Res. (70X360) 2 �i+J', r
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
490
Length (feet) New Gravity or Additional
Force Main
wIs f�'e . CI a.rifiy -
LLI ;
Z
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Z Pump Station Location ID: N/A (self chosen - as shown on plans/map for reference)
11-ongitude: Latitude:
Z
O
H , Design Flow Operational Point Power Reliability Option
Q (MGD) GPM @TDH 1 -permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
o _
LL
? ;Pump Station Location ID: (self chosen - as shown on plans/map for reference)
H
:,Longitude: Latitude:
Design Flow Power Reliability Option
C' (MGD) ;Operational Point 1 -permanent generator w/ATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator w/MTS
'12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2"d treatment facility:
(RO — if "yes" to 13,12 please contact the Central Office PERCS Unit)
-13. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 08-13 APPLICATION Page 5 of 6

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Z
O
H
Q
0
LLL
H
W
U
Wetland/Stream Crossings - General Permit or 401 Certification? N Yes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan? N Yes ❑ No ❑ N/A
Trout Buffer Waiver? ❑ Yes ❑ No N N/A
Stormwater? ❑ Yes ❑ No N N/A
15. Does this project include any high priority lines (15A NCAC 02T .0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if „ N� nd provide details aerial lines
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Seth Eckard attest that this application for Duff Drive Area Sanitary Sewer Project has been reviewed
by me and is accurate and complete to the best of my knowledge. / understand that if all required parts of this application
are not completed and that if all required supporting documentation and attachments are not included, this application
package is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-
215.6A and 143-215.68. any person who knowingly makes any false statement, representation, or certification in any
application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil
penalties up to $25,000 per violation.
Signing Official Signature
/o
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Todd J. Poteet. PE attest that this application for Duff Drive Area Sanitary Sewer Project
_ 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, Gravity Sewer
Minimum Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance
with Division guidance. Although other professionals may have developed certain portions of this submittal package,
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. Note: In accordance with NC General Statutes 143-215.6A and 143-215.68 any
person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
2a. Todd J. Poteet--
Professional Engineer Name
2b. West Consultants, PLLC ��do •'� i
Engineering Firm
2c. 405 South Sterling Street M o
Mailing Address.. NZII2d. Morganton 2e. NC 2f. 28655GJ��City State Zip ��01111)I I%
2g. 828-433-5661 2h. 828-433-5662 2i. [e-mail]
Telephone Facsimile E-mail NC PE Seal Signature & Date
FTA 08-13 APPLICATION Page 6 of 6

FORM WSCAS 08-13
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Divisiioon o WC
I!
Applicant Name
na-lProject Name Asheville Re-fnQIonal n ffine
Town,of Sawmills
Duff Driue3Area,,. nitary,SewerrProje-
Professional Engineer Name
Engineering Firm Name
[T6.dd;J,.Poteet PE
West Consultants; P,LLC
Location
River
Waterbody Stream
Waterbody
ID
Name of Waterbody'
County
Basin
Index No.
Classification
All
UT to Freemason Creek
Caldwell
Catawba
11 47 (1}
WS, (U
" J,.s
r
FIX 7.
' If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that / have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
- - -knowledge-and belief----- ----
PE Seal, Signature and Date
*** END OF FORM WSCAS 08-13 ***
FORM: WSCAS 08-13 Page 1 of 1

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Town of Sawmils
Project Name for which flow is being requested: Duff Drive Area Sanitary Sewer Project
More than one FTSE 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: N/A
b. WWTP Facility Permit #:
All flows are in MGD
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
H. 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:
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump Average Daily
Approx.
Not Yet
Total Current
Station Firm Flow**
Current Avg.
Tributary
Flow Plus
(Name or Capacity,* (Firm / pfl,
Daily Flow,
Daily Flow,
Obligated
Available
Number) MGD MGD
MGD
MGD
Flow
Capacity***
stamey Road 0.29 0.12
0.01
0
0.01
0.11
S E p 2 2 2014
Asheville
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5. '
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
I Seth Eckard certify to the best of my knowledge that 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, given the implementation
of the planned improvements identified in the planning assessment where applicable. 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
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing Official Signature
Page 2 of 6
FTSE 08-13

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: City of Lenoir
Project Name for which flow is being requested: Duff Drive Area Sanitary Sewer Project
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for allpump
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: Gunpowder Creek WWTP
b. WWTP Facility Permit #: NC0023736
All flows are in MGD
c. WWTP facility's permitted flow )- . t9
d. Estimated obligated flow not yet tributary to the WWTP y
e. WWTP facility's actual avg. flow
f. Total flow for this specific request Z>2-SIZ-
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used _ eZ 2 �?
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:
(A)
(B) (C) (D)=(B+C) (E)=(A-D)
Design
Obligated,
Pump Average Daily
Approx. Not Yet Total Current
Station Firm Flow**
Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pt),
Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD
MGD MGD Flow Capacity***
—1/Lr�
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
I ,g� L , &,01,xS certify to the best of my knowledge that 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, given the implementation
of the planned improvements identified in the planning assessment where applicable. 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
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signature
—9 —2-a
Date
Page 2 of 6
FTSE 08-13

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TOWN OF SAWMILLS SAWMILLS, NC 2863cQustomer #: NCDENR-Water Quality Section 9/18/2014 Chk #:
Total: $480.00
SF400160TT-1SA TO REORDER, CALL YOUR LOCAL SAFEGUARD DISTRIBUTOR AT 252-826-3841 . H51VIRW00010000 . L01SF022477 -
TOWN -OF SAWMILLS SAWMILL$, NC28630 ' 22331
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DATE
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