WQ0040834_Application (FTSE)_20191120

State of North Carolina
Department of Environmental Quality
Division of Water Resources
t NWon of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Kinger Homes LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Dhanesh Kumar per 15A NCAC 02T .0106(b)
Title: Owner
4. Applicant's mailing address: 215 North Pine Street, Unit 2011
City: Charlotte State: NC Zip: 28202-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
RECEIVED NCE)ENROWR
Nfl)V 1 .4. 2019
UVQROS
MOOIRESVILI.F RFGiONAL OFFICE
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Tanfield Subdivision Extension
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0040834 and issued date: 05/08/2019
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.1429' Longitude:-80.7120'
5. Parcel ID (if applicable): 19343499
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Travis S. Gingras License Number: 046974
Firm: HensonFoley Design Inc
Mailing address: 8712 Lindholm Drive, Suite 202A
City: Huntersville State: NC Zip: 28078-
Phone number: (7Q4J 875-1615 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek Permit Number: NCO024970
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size:
System Wide Collection System Permit Number(s) if a )Hcable : WQCS_,_
Owner Name(s):
inch
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [:]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
® Yes ❑No ❑N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
® Yes [—]No ❑N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
4 Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ®Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow',b
No. of Units
Flow
Single Family Home
190 gal/lot
11
2090 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total 1
2090 GPD
a See 15A NCAC 02T .0114(b), (d),(e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 2090 GPD (per 15A NCAC 02T .0l 14)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
236
PVC
8
119
DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Lift Station #1
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.1437' Longitude:-80.7119'
3. Design flow of the pump station: 0.0036 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 28.0 gallons per minute at 9.63 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
430
SDR11
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry -15A NCAC 02T .0305(h)(1)(B).
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
® Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(1) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches -
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Amy swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(a) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications webpaae
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes [:]No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does. this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ❑ No ® N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravies Sewer Minimum Desigm Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I, Travis S. Gingras attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering 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 (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). 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 General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, � � V M A , (Y\ O► "i l :C.A0,r attest that this application for
(Signature. Authority's name & title from Applfcation Item I.3.)
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. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package 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 General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package 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:
1RECEIVEDINCDENRIDWR
NOV 13 2019
FORM: FTA 04-16
WaROS
MOORESVILLE REGIONAL OFFICE
Page 5 of 5

11/05/19
NCDEQ/DWR
Mooresville Regional Office Water Quality Section
610 E. Center Avenue
Mooresville, NC 28115
Re: Tanfield Subdivision Extension
To Whom It May Concern:
RECEavFI')/r CDr--NR/DWF
NOV 14 201.9
WQROS
MOOR E'SVILLE RFG,IONAL OFFICE
n!0 v , 2019
mo()R SVILLERF7OS
UIONAL
A request to modification of permit WQ0040834 has been proposed by Charlotte Water
for the proposed 11 single family home extension off from Tanfield Drive. Previously the
proposed project permitted 11 single family lots, each lot having its own 6" service
lateral. Sewer flow was conveyed via two (2) 6" gravity pipe system to two (2) Eone
Duplex Grinder Pumps. Each grinder pump was to pump into a common 1.5" PVC force
main line which ran to a private sewer manhole and be discharged via gravity flow into
the public Charlotte Water sewer manhole.
Charlotte Water recently permitted a Sewer Trunk Main that will be located
approximately 400ft north of our proposed site. Charlotte Water request that our project
route a sewer main down the center of the Tanfield Drive extension in the public right of
way so that once trunk line construction completes, we would be able to continue the
gravity sewer main to the trunk line and tie into the public sewer.
Due to timing of constructing the trunk line, the proposed sewer along Tanfield will be
constructed before completion of the trunk line. We requested that the proposed sewer
extension along Tanfield remain private, until sewer is tied into the trunk line.
We have modified the permitted sewer to provide an 8" gravity sewer line down the
center of Tanfield Drive and tying into one Eone Quadplex Grinder Pump. The grinder
pump will pump into a common 2" PVC force main that will run to a private sewer
manhole and discharge via gravity flow into the public Charlotte Water Sewer Manhole
located to the south of the project site. This modification will eliminate the need of two
gravity pipe systems and two grinder pump stations.
8712 Lindholm Drive Suite 202A - Huntersville, NC 28078 - 704.875.1615 ph - 704.875.0959 fax
vwrw.herisonfoley.com

The enclosed application package is provided as required to gain permits to construct
the private sewer. The enclosed package contains:
1. Modified Fast Track Application
2. Revised Design report with Grinder pump specifications
3. Revised Sanitary Sewer Plan Set
Sincerely, l
Travis S. Gingras, PE
HensonFoley
8712 Lindholm Drive Suite 202A - Nuntersville, NC 28078 - 704.875.1615 ph - 704.875.0959 fax
www.hensonfoley.com

IIIIECERTDrNCM.NRIDWR
, 14 7_019
WQROS
1N;0ORESVILLE REGIONAL OFFICE
IVED/NCDENR/DWR
[v! , 8 2C19
WQRUS
MOORESVILL.E REGIONAL FFICE
Environment One Corporation
Pressure Sewer Preliminary
Cost and Design Analysis
For
Tanfield Dr-revl
Matthew, NC
Prepared For:
Henson Foley
8712 Lindholm Dr, Suite 202A
Huntersville NC 28078 USA
Tek 704-875-1615
Fax:
Prepared By: M. Crowley
Au ust 20 2019
\\eoneis5\ssb\SSB Engineering Data\AE Projects\Tanfield Dr, NOTanfield Dr, NC-revl.EOne

RECEIVE1)/NC1)ENR/DWR
Tanfield Dr-revl
Matthew, NC UV '1'q
WQROS
Prepared by: M. Crowley MOORESVILLE REGIONAL 0010EAugust 20, 2019
Notes :
Analysis based upon drawings and data provided. Station recommendations are preliminary.
GPD values impact retention times only, not line sizing or hydraulics.
General recommendations for valve placement are: clean out valves at intervals of
approximately 1,000 ft and at branch ends and junctions; isolation valves at branch junctions;
and air release valves at peaks of 25 ft or more and/or at intervals of 2,000 to 2,500 ft.
Lateral kits comprised of a ball and check valve are required to be installed between the
pump discharge and street main on all installations. Laterals should be located as close to the
public right of way as possible.
««< END OF NOTES »»>
\\eoneis5\ssb\SSB Engineering Data\AE Projects\Tanfield Dr, NC\Tanfield Dr, NC-revl.EOne

August 20, 2019
Budgetary Low Pressure Sewer System Costs
Tanfield Dr-revl
Matthew, NC
uanti Description Unit Cost Installation Sub Total
Valves 1 Clean Out $0.00 0.00 $0.00
$0.00
Pumps
1
W-Series Quadplex
$0.00
0.00
$0.00
1
Lateral Kits (Includes Ball\Check Valve Assembly)
$0.00
0.00
$0.00
1
Lateral (Boundary) Installation
$0.00
0.00
$0.00
1
Pump/PanelInstallation
$0.00
0.00
$0.00
$0.00
Piping 424 2.00" Pipe $0.00 0.00 $0.00
$0.00
Number of Connections 2_
Total Per Connection $0.00 Total (w/o other) »»»»»» $0.00
Grand Total Per Connection $0.00 Grand Total (including other) »»»»»» $0.00
Note: The System Costs above are based on piping sized for, and Grinder Pumps manufactured by Environment One Corporation.
Page 1 \\eoneis5\ssb\SSB Engineering Data\AE Projects\Tanfield Dr, NC\Tanfield Dr, NC-revl.EOne

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S E R I E S
VH 4
Patent Numbers: 5,752,315
5,562,254 5,439,180
" Discharge data includes loss
through check valve, which is
minimal.
NA0215P01 Rev A
Quadplex Grinder Pump Station
Features
The WH484 or WR484 is a complete
unit that includes: four grinder pumps
with check valves, polyethylene tank
and controls.
The WH484 is the "hardwired,"
or "wired," model where a cable
connects the motor controls to the
level controls through watertight
penetrations.
The WR484 is the "radio frequency
identification" (RFID), or "wireless,"
model that uses wireless technology
to communicate between the level
controls and the motor controls.
All solids are ground into fine
particles, allowing them to pass easily
through the pumps, check valves,
and small diameter pipe lines. Even
objects that are not normally found
in sewage, such as plastic, rubber,
fiber, wood, etc. are ground into fine
particles.
The 1-1/4" inch discharge
connections are adaptable to any
piping materials, thereby allowing us
to meet your local code requirements.
The tank is made of tough
corrosion -resistant polyethylene.
Designed specifically for higher -flow
applications where local codes dictate
higher storage requirements, the
WH484MR484 has a tank capacity
of 486 gallons (1802 liters), providing
ample user storage. The lower portion
of the tank has a smaller diameter
tapered down to a dish shaped
bottom. The large tank access
opening easily accommodates
installation of the grinder pumps and
equipment. This model can handle
flows of 7000 GPD (26,498 LPD).
The internal check valve assemblies,
located in the grinder pumps, are
custom designed for non -clog, trouble -
free operation.
The grinder pumps are automatically
activated and run infrequently for very
short periods.
Operational Information
Motors
1 HP, 1,725 RPM, high torque,
capacitor start, thermally protected,
120 or 240 V / 60 Hz, one phase
Inlet Connections
4-inch inlet grommet standard for
DWV pipe. Other inlet configurations
available from the factory.
Discharge Connections
Pump discharge terminates in two,
1-1/4" female NPT connections. Can
easily be adapted to 42 mm PVC pipe
or any other material required by local
codes.
Discharge (per pump)*
15 gpm at 0 psig (.75 Ips at 0 m TDH)
11 gpm at 40 psig (.63 Ips at 20 m TDH)
7.8 gpm at 80 psig (47 Ips at 42 m TDH)
Overload Capacity
The maximum pressure that the pump
can generate is limited by the motor
characteristics. The motor generates
a pressure well below the rating of
the piping and appurtenances. The
automatic reset feature does not
require manual operation following
overload.

STATION TO BE USED WITH
AN E/ONE QUAD PANEL,
QUAD PROTECT PLUS OR /
QUAD T260
30°
i TYP
15'
TYP
1/3-2/3 HINGED —
ALUMINUM LOCKABLE LID
"H"
MUSHROOM VENT -
(FACTORY DRILLED
FIELD INSTALLED)
BULKHEAD—
(FACTORY INSTALLED
SUPPLY CABLE'
6 CONDUCTOR,
TYPE TC DIRECT BURY
CABLE CONNECTOR
(FIELD INSTALLED)
INLET GROMMET
EPDM
(FIELD INSTALLED)
INLET
LOCATION
36" ANTI -SIPHON
CHECK VALVE
'r, r
rA_
,.
E/ONE EQUALIZER
FIBERGLASS
TANK
WITH ANTI -FLOAT FLANGE
FOUR SEMI -POSITIVE DISPLACEMENT TYPE PUMP
DIRECTLY DRIVEN BY 1 HP MOTOR
NOTE:
- 4" & 6" INLETS ARE EDPM
GROMMETS
INLET CHOICES - 8" DWV INLET IS A CAST IRON
CAULKING HUB
11 - 8" DR35 INLET IS A CAST IRON
4 DWV PIPE (4.50 OD) ❑ CAULKING HUB AND A
4 DR35 PIPE (4.22 OD) ❑ FERNCO FITTING
6" DWV PIPE (6.63 OD) ❑
6" DR35 PIPE (6.28 OD)❑ I I IP
8" DWV PIPE (8.63 OD) ❑ x@)
8" DR35 PIPE (8.40 OD)❑x
DIAMETER CHOICES
"D,
48
❑
60
X❑
72
❑
HEIGHT
CHOICES
"H"
COD RANGE
60
( 24 ) ❑
66
(24-30) ❑
72
(24-36) ❑
78
(24-42) ❑
84
(24-48) ❑
90
(24-54) ❑
96
(24-60) ❑
102
(24-66) ❑
108
(24-72) ❑
114
(24-78) ❑
120
(24-84) ❑
126
(24-90) Fx-]
132
(24-96) ❑
138
(24-102)❑
144
(24-108)❑
W SERIES
QUADPLEX
STATIONS
QUAD MANIFOLD
COVER OVER
"COD"
24 ❑
30 ❑
36 ❑
42 ❑
48 ❑X
54 ❑
60 ❑
66 ❑
72 ❑
78 ❑
84 ❑
90 ❑
96 ❑
102 ❑
108 ❑
--ELECTRICAL
QUICK DISCONNECT
(EQD)
TING ROPE "COD"
(NYLON) I
FLEXIBLE
DISCHARGE HOSE
DISCHARGE SLIDE FACE
QUICK DISCONNECT
---QUAD DISCHARGE MANIFOLD (316 SS)
1z" FEMALE NPT
ALARM (FACTORY INSTALLED)
ON
OFF
25"
308 gal
17"
13" 209 gal
160 gal I
I VOLUMES SHOWN ARE FOR 060"
SGS 1 08/29/18 1 2 1 1/32
DR BY I CHK'D I DATE I ISSUE I SCALE
SEWER SYSTEMS
DETAIL SHEET, W SERIES
QUAD, W/ MANIFOLD
ESD 18-0010

DISCHARGE WYE MANIFOLD
(SS) (X2)
COMBINATION CHECK
VALVE / ANTI -SIPHON
VALVE FLAPPER TYPE
(NORYL)
E/ONE EQUALIZER
1/3-2/3 SPLIT COVER
W/HANDLE &
PADLOCK STAPLE
(ALUMINUM)
ELECTRICAL QUICK
DISCONNECT (EQD)
NEMA 6P
POLYETHYLENE-,
MOLDED TANK
486 GAL (1840 L)
DISCHARGE FTG
1-1/4" FEMALE
NPT, SS (X2)
QUICK DISCONNECT
ASSEMBLY,
PVC SLIDE FACE
ALARM
25.84"
(656 mm)
175 sal 17.84"
(662 L) (453 mm)
-SEMI-POSITIVE DISPLACEMENT TYPE PUMP
DIRECTLY DRIVEN BY A 1 HP MOTOR
CONCRETE BALLAST MAY BE REQUIRED
SEE INSTALLATION INSTRUCTIONS
FOR DETAILS
F-IWH484
WIRED
LEVELRDCONTROLS)
F]WR484
RELESS
LEVEL CONTROLS)
TOP VIEW W/LID NOT SHOWN
MUSHROOM VENT
TANK ACCESSWAY SECTION
(FIBERGLASS)
POWER/ALARM CABLE
(6 CONDUCTOR)
DIRECT BURY
CABLE CONNECTOR
BULKHEAD FITTING
INLET, EPDM GROMMET
TO ACCEPT 4.50" (114 mm)
O.D. PVC PIPE (STANDARD).
DUST COVER SUPPLIED
FOR SHIPMENT (NOT
SUITABLE FOR BURIAL)
1-1/4" (32 mm) FLEXIBLE
DISCHARGE HOSE
NOTE DIMENSIONS ARE FOR REFERENCE ONLY

GRADE
28.7"
(729 mm)
COVER
OVER
DISCH
43.3"
(1100 mm)
DISCH
F-IWH484
r---i "R484
MUST SLOPE
AWAY FROM STATION
- 7 5 (HARD WIRED
LEVEL CONTROLS)
- 7 5 LEVEL CONETROLS)
3.2"
(81 mm)
42.4"
(1077 mm)
INVERT
DEPTH
74.7"
(1897 mm)
32.8"
(833 mm)
INLET
DISCHARGE: 1-1/4 0 47 5" - 0 INLET: EPDM GROMMET FOR
NPT, SS (X2) (1207 mm) 4" DWV PIPE (STANDARD)
0 51.4"
(1306 mm) crc pn 19/9Z
CONCRETE BALLAST MAY BE REQUIRED
SEE INSTALLATION INSTRUCTIONS
FOR DETAILS
NOTE: DIMENSIONS ARE FOR REFERENCE ONLY

F]WH484 - 9 2
WIRED
LEVELRDCONTROLS)
F-IWR484 - 9 2
LEVEL COLESS TROLS)
_OPE
ATION
im)
4;
(110(
DI
DISCH
NPT,
(1306 mm)
CONCRETE BALLAST MAY BE REQUIRED
SEE INSTALLATION INSTRUCTIONS
FOR DETAILS
NOTE: DIMENSIONS ARE FOR REFERENCE ONLY

WIRED
F-IWH484 - 1 2 2 LEVELRDCONTROLS)
❑ W R 4 8 4 -12 2 (WIRELESS
LEVEL CONTROLS)
A A
w _
GRADE MUST SLOPE
AWAY FROM STATION
3.2"
(81 mm)
76.7"
(1948 _ mm)
COVER
OVER
DISCH
90.4"
(2296 mm)
INVERT
DEPTH
122.7"
(3117 mm)
43.3"
(1100 mm)
DISCH
DISCHARGE: 1-1/4 1- 0 47.5" Do
NPT, SS (X2) (1207 mm)
(10 51.4"
IN
32.8"
(833 mm)
INLET
CONCRETE BALLAST MAY BE REQUIRED
SEE INSTALLATION INSTRUCTIONS
FOR DETAILS
INLET: EPDM GROMMET FOR
4" DWV PIPE (STANDARD)
NOTE: DIMENSIONS ARE FOR REFERENCE ONLY