WQ0024091_Application (FTSE)_20200414

Corolla Bay PS Upgrade
Fast Track Application
Prepared For:
Carolina Water Service, Inc. of NC
4944 Parkway Plaza Blvd Suite 375C
Charlotte, NC 28217-1983
Prepared By:
Burgin Engineering, Inc.
PO Box 1804
0000
°000° Irmo, SC 29063
' NORTH
CAROLINA
FIRM LICENSE
C-4218
BURGIN
ENGINEERING,
\ INC. /

Cover Letter
NORTH
CAROLINA
FIRM LICENSE
C-4218
BURGIN
ENGINEERING,
\ INC. /

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Burgin Engineering, inc.
April 07, 2020
Mr. Robert Tankard
North Carolina Department of Environmental Quality
Division of Water Resources
Water Quality Regional Operations Section
943 Washington Square Mall
Washington, NC 27889
Reference:
Corolla Bay Pump Station Upgrade
Fast Track Application
Currituck County
Monteray Shores Collection System
WQ0009772
Dear Mr. Allen:
Please find enclosed two (2) sets of the application package along with the Fast Track fee for
your review. This application package will also be sent to you by email with download link of all
application information. Please let me know if you need anything else.
Sincerely,
Burgin Engineering, Inc.
qgziAGI-I�A
Robert G. Burgin, Jr. P.E.
.❖:❖.
oo, o
oo
eu1911 Englnee�in5 c.
PO Box 1804
Irmo, SC 29063
' NORTH
CAROLINA
FIRM LICENSE
C-4218
BURGIN
ENGINEERING,
\ INC. /
Cover Letter

Application
' NORTH
CAROLINA
FIRM LICENSE
C-4218
BURGIN
ENGINEERING,
\ INC. /

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, 15A NCAC 02T .0300, Division policies and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that require an environmental assessment in accordance with 15A NCAC 1C .0100;
➢ Projects that do not meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T;
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps;
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General — When submitting an 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. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
❑ Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
❑ List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
❑ Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
❑ Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item L2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
❑ The Project Name in Item I1.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
❑ The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional En ig neer.
❑ The Applicant's Certification on Page 5 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).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 1 of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE 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 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.
F. Site Maps (All Application Packages):
❑ Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
➢ Location of the project (gravity sewer, pump stations & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
❑ Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump 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. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide 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.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ 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 Operational Agreement (FORM: DEW
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

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, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources 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: CAROLINA WATER SERVICE, INC. OF NC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: J BRYCE MENDENHALL per 15A NCAC 02T .0106(b)
Title: Vice President of Operations
4. Applicant's mailing address: 4944 Parkway Plaza Blvd Suite 375C
City: Charlotte State: NC Zip: 28217-1983
5. Applicant's contact information:
Phone number: [phone] Email Address: bryce.mendenhallkcarolinawaterserviceinc.com
II. PROJECT INFORMATION:
1. Project name: Corolla Light PS Upgrade
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0024091 and issued date: 2008
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Currituck
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.354401' Longitude:-75.826281'
5. Parcel ID (if applicable): 115E000OPEN0002
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Robert G. Bur ig'n Jrk License Number: 10184
Firm: 4218
Mailing address: PO Box 1804
City: Irmo State: SC Zip: 29063-
Phone number: [phone] Email Address: rab(iDbur i_ig nen ing eeringinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Monteray Shore WWTF Permit Number: WWQ
Owner Name: CAROLINA WATER SERVICE, INC. OF NC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Numbers (applicable): WQCS
Owner Name(s):
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(f)? ❑ 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 a,n
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
a See 15A NCAC 02T .0114(b), (dLe)(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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .0114)
➢ 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: WO0024091
❑ 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:
_F
Size (inches) Length (feet) Material
➢ 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: Corolla Bay PS
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.354401' Longitude:-75.826281'
3. Design flow of the pump station: 0.568 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 595 gallons per minute at 62 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) 1
Length (feet)
Material
6
197
C900 SDR 25
8
202
C900 SDR 25
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(f) & (g)
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
❑ 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
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305W contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305( 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 213.0202
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.0 I 05(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 Minima
and Force Mains latest version),and the Gravity Sewer Minimum De,,
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request
review. Approval of the reauest is reauired prior to submittal of 1
2. Professional Engineer's Certification:
Robert G. Burgin, Jr.
as
(VADC 10-14) and supporting documents for
(Professional Engineer's name from Application Item IlI.I.)
attest that #his application for
has been reviewed by me and is accurate, complete and consistent with the information sL
specifications, engineering calculations, and all other supporting documentation to the best of my
attest that to the best of my knowledge the proposed design has been prepared in accordance
regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers (latest version), and the Mir
for the Fast -Track Permitting of Pump Stations and Force Mains (latest version). Although other pi
developed certain portions of this submittal package, inclusion of these materials under my signature
I have reviewed this material and have judged it to be consistent with the pr posed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6 , any person who k
statement, representation, or certification in any application package shall b guilty of a Class 2
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 1 er violation.
North Carolina Professional Engineer's seal, signature, and date
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I,
J Bryce Mendenhall
(Signature Authority's name & title from Application Item 1.3.)
G r
4141202U
attest that
has been reviewed by me and is accurate and complete to the best of my kno ledge. I understand that if
this application are not completed and that if all required supporting docurrentation and attachments ai
application package is subject to being returned as incomplete. I understand that any discharge of waste`
discharge system to surface waters or the land will result in an immediate enforcement action that may in(
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resource
of this permit be violated. I also understand that if all required parts of this a plication package are not c
all required supporting information and attachments are not included, this application package will b(
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6 , any person who k
statement, representation, or certification in any application package shall b guilty of a Class 2
include a fine not to exceed $10 000 as well as civil pepqties up$25,00Qp r violation.
Signature:
Date: -Q 11
ed in the plans,
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makes any false
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application for
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FORM: FTA 04-16 1 1 Page 5 of 5

State of North Carolina
nIIID
Division of Water Resources
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Carolina Water Service, Inc. of NC
Project Name for which flow is being requested: Corolla Bay PS Modification
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: Monteray Shores WWTP
b. WWTP Facility Permit #: WQ00097720
All flows are in MGD
c. WWTP facility's permitted flow 0.720 MGD
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
0.240855 MGD
0.1465 MGD (2019)
0.0 MGD
0.387355 MGD
53.7 %
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)
Design
Pump
Pump
Average
Approx.
Station
Station
Firm Daily Flow**
Current
(Name or
Permit
Capacity, * (Firm / pf),
Avg. Daily
Number)
No.
MGD MGD
Flow, MGD
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
MGD
Flow Capacity***
* The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature
Title of Signing Official
Date
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
: and that
163
The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Official Signature
Date
Page 3 of 6
FTSE 10-18

Instructions for Flow Tracking form (FTSE) and Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to other
construction projects not yet contributing flow to the collection system. Flows allocated through interlocal
agreements or other contracts not yet contributing flow to the collection system are also included. For POTWs
that implement a pretreatment program, include flows allocated to industrial users who may not be using all of
their flow allocation. Please contact your Pretreatment Coordinator for information on industrial flow tributary
to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two years and
reconciled their flow records, to the best of their ability, so it is known how much flow has been obligated and
is not yet been made tributary to the WWTP, in accordance with local policies and procedures employed by the
reporting entity.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
£ Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + f]
h. Percent of permitted flow used: Equals [(g / c)* 100]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there is 0.5
MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7 MGD. There is a
proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
£ = 0.015 MGD
g. = 3.215 MGD
h. = 53.6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h. = 55.8 %
Each subsequent FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 10-18

Section II
List the pump station name or number and approximate pump station firm capacity, approximate design average
daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary flow through the
pump station (C) for each pump station that will be impacted by the proposed sewer extension project. Calculate
the total current flow plus obligated flow (D=B+C) and the available capacity (E=A-D). Include the proposed flow
for this project with other obligated flows that have been approved for the pump station but are not yet tributary
(C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as per the
Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of not less than
2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump station
if the system has future specific plans related to capacity that should be considered in the permitting process.
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Design
Approx.
Not Yet
Total Current
Firm
Average
Current Avg.
Tributary
Flow Plus
Pump Station
Capacity
Daily Flow
Daily Flow,
Daily Flow,
Obligated
Available
(Name or Number)
MGD
(Firm / pf)
MGD
MGD
Flow
Capacity*
Kaw Creek PS
0.800
0.320
0.252
0.080
0.332
-0.012
Valley Road PS
1.895
0.758
0.472
0.135
0.607
0.151
Page 5 of 6
FTSE 10-18

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available capacity is < 0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate whether there is
significant likelihood that needed improvements or reductions in obligated flows will be in place prior to activating
the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to manage the
flow without capacity related sanitary overflows and must take all steps necessary to complete the project or control
the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned project in
the future not yet funded but in a formal plan adopted by the system. The system should carefully weigh the
certainty of successful timely project completion for any expansion, flow management diversion or infiltration and
inflow elimination projects that are the foundation of a planned solution to capacity tracking and acceptance
compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080 MGD of the
committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01 MGD
per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with planned
completion in ; and/or
d. The following applies:
The master plan and ten ,year capital plan contain recommended scope and funding for a capital project entitled
Kaw Creek Pump Station upgrade with funding planned in July 2014. This project is planned to add 0.100 MGD
to the firm capacity of the pump station by October 2015. Inclusion of this proposed capital project as a condition
of this Flow Tracking/Acceptance for Sewer Extension Permit Application elevates this project's priority for
funding and construction to be implemented ahead of the activation of obligated, not yet tributary flows in amounts
that exceed the firm pump station capacities identified in Section II above.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow this flow
to be permitted, without a significant likelihood of over -allocating capacity in the system infrastructure.
Page 6 of 6
FTSE 10-18

Site Map
' NORTH
CAROLINA
FIRM LICENSE
C-4218
BURGIN
ENGINEERING,
\ INC. /

Whole
Head Bay
0000 0
000
Burgin Engi.... mg. —
PO Box 1 a04
Irmo, SC 29063
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im
© Inn at Corolla Light Q
1 �
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Corolla Light a
Sports Center
Grindley Beach
Vacations & Sales
Moneysworth Q
Beach Equipment and...
Location
n g
3
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2
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Site Map

Previous Permit
' NORTH
CAROLINA
FIRM LICENSE
C-4218
BURGIN
ENGINEERING,
\ INC. /

,f
�OF WATE9O Michael F. Easley, Governor
O G William G. Ross Jr, Secretary
=� r' North Carolina Department of Environment and Natural Resources
> y
o
Alan W. Klimek, P.E., Director
Division of Water Quality
July 1, 2005
Eric Avery, Managing Member
Corolla Bay LLC
821 Ocean Trail, Suite 4
Corolla NC 27927
JUL 0 5 2005
DWQ-WARO
Subject: Permit No. WQ0024091 Modification
Corolla Bay LLC
Corolla Bay Phase I
Wastewater Collection System Extension
Currituck County
Dear Mr. Avery:
In accordance with your permit modification application received June 7, 2005, we are
forwarding herewith Permit No. WQ0024091, dated July 1, 2005, to Corolla Bay LLC for the construction
and operation of the subject wastewater collection system extension. This permit shall be effective from
the date of issuance until rescinded, shall void Permit No. WQ0024091 dated August 17, 2004, 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. This modification is due to a
redesign of the project which results in a net increase of 12,880 gallons per day allocation.
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. Note Permit Condition 12
which indicates no flow shall be made tributary to this system until it is certified per Condition 6 of this
permit and the receiving wastewater treatment facility permitted under WQ0023872 is certified complete
and operational.
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. 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.
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 Corolla Bay LLC for the construction and operation of approximately 5,058 linear feet of 8-inch gravity
sewer; a 1 10-gallon per minute pump station with duplex pumps, on -site audible and visual high water
alarms, and a permanent generator with automatic transfer switch; as well as approximately 1,657
linear feet of 4-inch force main to serve 24 8-bedroom homes, 12 7-bedroom homes, 30,000 SF retail
space and 2 150-seat restaurants as part of the Corolla Bay Phase I project, and the discharge of
One Pretreatment, Emergency Response and Collection Systems Unit Internet http://h2o.enr,ne,state.us/ndpu
NorthCaronina 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Na{urallff Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

70,800 gallons per day of collected or wastewater into the CB Utilities LLC's existing sewerage system,
pursuant to the application received June 7, 2005, 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 CB Utilities LLC
Wastewater Treatment Facility (Non -Discharge Permit No. WQ0023872) prior to being land applied by
low rate infiltration.
This permit shall become voidable unless the agreement between Corolla Bay LLC and CB
Utilities LLC for the collection and final treatment of wastewater is in full force and effect.
A stormwater management plan shall be submitted to and approved by the Washington
Regional Office in accordance with 15A NCAC 2H .1000.
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 150E 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.
Note that the Division has recently reorganized. Please see
htto://h2o.enr.state.nc.us/documents/dwa orachart.pdf for our new organizational chart. All sewer
related matters are now handled through the Pretreatment, Emergency Response and Collection
Systems Unit under the Point Source Branch EXCEPT FOR MOST FAST -TRACK PERMITTING WHICH IS
HANDLED THROUGH OUR REGIONAL OFFICES. The Unit is located on the 13th floor of the Archdale
building in downtown Raleigh. Please ensure the letterhead information is used for all correspondence
to ensure timely delivery.
If you need additional information concerning this matter, please contact Marie Doklovic at
[phone] extension 371 or via E-mail at [e-mail].
Sincerely,
Alan W. Klimek, P.E.
cc: Currituck County Health Department
Washington Regional Office, Water Quality Section (WWTF Permit No. WQ0023872)
Carlos Gomez, PE, Coastal Engineering & Surveying Inc. (PO Box 1129, Kitty Hawk, NC 27949)
Water Quality Central Files
PERCS (formerly NDPU) Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCESr #�A�'�
RALEIGH JUL 0 5 2005
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT DWQ *AR0
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
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.
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. Per 15A NCAC 2H..0220, 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.
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.
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 NCGO10000, and any requirements pertaining to wetlands under 15A
NCAC 213.0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Washington
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.
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.
`A

12. No flow shall be made tributary to this system until it is certified per Condition 6 of this permit and the
receiving wastewater treatment facility permitted under WQ0023872 is certified complete and
operational.
Permit issued this the 1st day of July, 2005
GENT COMMISSION
By Authority of the Environmental Management Commission
Permit Number WQ0024091

Permit No. WQ0024091
July 1, 2005
ENGINEER'S CERTIFICATION
Complete and submit this form to the permit issuing office (address below) 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.
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 reauired for any changes resultina 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 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
Corolla Bay Phase I, Currituck project, consisting of PROJECT DESCRIPTION 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
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERCS UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
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.
0

Power Reliability Plan
NORTH
CAROLINA
FIRM LICENSE
C-4218
BURGIN
ENGINEERING,
� INC. /

A generator will be provides with automatic transfer switch with the project. Carolina Water Service, Inc. of NC
in addition maintains portable generators across their service area should the permeant generator be out of
service
.❖:❖.
oo, oa
oo
Burgin Engi.... m. Ine.
PO Box 1804
Irmo, SC 29063
Power Reliability
Plan

Calculations
' NORTH
CAROLINA
FIRM LICENSE
C-4218
BURGIN
ENGINEERING,
\ INC. /

Corolla Bay Pump Station Upgrade
Friction Loss In terms of equivalent length - feet of straight pipe
Nominal
i esize
Actual
Inside
Diameter
Actual
Inside
Diameter
Feet
Friction
Factor
Gate Valve-
Full Open
90 degree
elbow
Long
radius 90
or 45 std
elbow
Std tee-
thru flow
Std tee-
branch
flow
Close
return
bend
Swing
Check
Valve-
full an
Angle Valve
-full open
Globe
Valve - full
open
Butterfly
vallve
3-way
Plug
Valve
K
Value
2-way
Plu
2-
WayPlug
Valve
4
4.026
0.3355
0.017
2.68
10.1
5.37
6.71
20.1
16.8
33.6
50.3
114
15.1
0.31
6.117941
6
6.065
0.5054167
0.015
4.04
15.2
8.09
10.1
30.3
25.3
50.5
75.8
172
22.7
15.1625
027
9.0975
8
7.981
0.6650833
0.014
5.32
20
10.6
13.3
39.9
33.3
33.3
99.8
226
29.9
19.9525
0.25
11.87649
Static Elevation =
10 -
-9
= 19 Feet
4" Discharge Pie
Type of fitting or Str. Pipe u
w �'
m
n w
Dla.
Len th
C Factor
Flow
Headloss
Velocity
4
141.78
140
100
0.93
2.55
1 4
141.78
140
200
3.37
5.11
4
141.78
140
300
7.13
7.66
4
141.78
140
400
12.15
10.21
Length of straight pipe
20
4
141.78
140
500
18.35
12.77
Elbows
3
15.2
45.6
4
141.78
140
600
25.72
15.32
Standard Tee Branch Flow
1
39.9
39.9
4
141.78
140
700
34.20
17.87
Gate Valve
1
2.68
2.68
4
141.78
140
800
43.79
20.43
Check Valve
1
33.6
33.6
4
141.78
140
900
54.45
22.98
0
4
141.78
140
1000
66.17
25.53
0
0
0
0
Total E . Length
141.78
._ m t
8" Discharge Forcemain D 5 _ ' '
Type of fitting or Str. Pie u w
m z
3q .1 '
w
Dia.
Length
C Factor
Flow
Headloss
Velocity
8
6632.54
140
100
1.50
0.64
8
6632.54
140
200
5.41
1.28
8
6632.54
140
300
11.45
1.91
8
6632.54
140
400
19.49
2.55
Length of straight pipe 6542 8 6632.54 140 500 29.45 3.19
Elbows 2 20 40 8 6632.54 140 600 41.27 3.83
Gate Valve 2 5.32 10.64 8 6632.54 140 700 54.89 4.47
Tee Branch Flow 1 39.9 39.9 8 6632.54 140 800 70.27 5.11
0 8 6632.54 140 900 87.38 5.74
0 8 6632.54 140 1000 106.18 6.38
0
0
0
0
Total E . LengthLengthE 6632.54
Dia. 1 Length C Factor Flow Headloss Velocit
6 1 138.77 140 100 0.13 1.13
m t m z 6 138.77 140 200 0.46 2.27
6" Discharge Pipe .� 1 m 5 6 138.77 140 300 0.97 3.40
Type of fitting or Str. Pipe u w w �' 6 138.77 140 400 1.65 4.54
Length of straight pipe
43.53
6
138.77
140
500
2.50
5.67
Elbows
6
15.2
91.2
6
138.77
140
600
3.50
6.81
Gate Valve
1
4.04
4.04
6
138.77
140
700
4.66
7.94
Check Valve
0
50.5
0
6
138.77
140
800
5.96
9.08
Tee Branch Flow
0
30.3
0
6
138.77
140
900
7.41
10.21
0
6
138.77
140
1000
9.01
11.35
0
0
0
0
Total
Eq. Len th
138.77
Z) w
5
w
Dia.
Length
C Factor
Flow
Headloss
Velocity
8
0
120
100
0.00
0.64
8
0
120
200
0.00
1.28
8
0
120
300
0.00
1.91
Type of fitting or Str. Pie
8
0
120
400
0.00
2.55
Length of straight pipe
0
8
0
120
500
0.00
3.19
8
0
120
600
0.00
3.83
8
0
120
700
0.00
4.47
0
8
0
120
800
0.00
5.11
0
8
0
120
900
0.00
5.74
0
8
0
120
1000
0.00
6.38
0
_
_
0
0
0
Total E . Len th
0
Total Dynnamic Head Calculation
Flow
Static
Head
4"
Discharge
8"
Discharge
6" Discharge
TDH
Velocity4
Inch
Velocity
8 Inch
100
19
0.93
1.50
0.13
0.00
21.56
2.55
0.64
200
19
3.37
5.41
0.46
0.00
28.23
5.11
1.28
300
19
7.13
11.45
0.97
0.00
38.55
7.66
1.91
400
19
12.15
19.49
1.65
0.00
52.29
10.21
2.55
500
19
18.35
29.45
2.50
0.00
69.31
12.77
3.19
600
19
25.72
41.27
3.50
0.00
89.49
15.32
3.83
700
19
34.20
54.89
4.66
0.00
112.75
17.87
4.47
800
19
43.79
70.27
5.96
0.00
139.02
20.43
5.11
900
19
54.45
87.38
7.41
0.00
168.24
22.98
5.74
1000
19
66.17
106.18
9.01
0.00
200.36
25.53
6.38
A&
0000000
000
Burgin Engineering Ine.
PO Box 1804
Irmo, SC 29063
Calculations

Specifications
' NORTH
CAROLINA
FIRM LICENSE
C-4218
BURGIN
ENGINEERING,
\ INC. /

T Your Application Specialists Serving The
4-1
Carolinas And Virginia
8009
P.O. Box 31418
Myrtle Beach, SC 29588
Ph:843-957-8613 / Fax:[phone]
chadsmallev(cDthe419group.com
SCOPE
QUOTE NO. 419190409CS-CBPS-R1
DATE February 28, 2020
JOB NAME Corolla Bay Pump Station
QTY
ITEM #
DESCHJPTION
Duplex Pump Package
2.00
AMS434-248-15 PC
HOMA 15hp Non -Clog Pump 4" ANSI
460/3 50' cords
1.00
CP460/3-15D
Duplex Control Panel - per spec
2.00
ACL4
4" x 4" autocoupling, SST Gr bkt - SST chain
2.00
CP25SST
SST chain/cable package
4.00
2900-50
50' floats (backup)
1.00
SLX-50
50' transducer (primary)
2.00
6AHB
SST float bracket
1.5" pipe for guide rails by others
THANK YOU FOR YOUR BUSINESS!

Technical Information
AMS434-248/15P/C FM
Operating data
FI ow
Head
Shaft power P2
Pump efficiency
Required pump NPSH
Pumpe type
No. of pumps
Fluid
Pump
Pump Code
Impeller
Impellersize
Solid size
Discharge port
Suction port
Motor
Rated voltage
Frequency
Rated power P2
Rated speed
Number of poles
Efficiency
Rated current
Degree of protection
595 US g.p.m.
62 ft
13.2 hp 1
72.1 % 1
10.0 ft 1
Single pump
1
Water
AMS434-248/15P/C FM
Single channel impeller
93/4
3 inch
4" ANSI
DN100
30 460 V
60 H:
15.0 hp
1750 rpm
4
89.4 %
38
I El 0*1 M Iq
V
P U M P E N M I T S Y S T E M
Testnorm: HI Standard Sect. 11.6.5.4
Efficie i cy
[%]
248
40
20
0
Shaft power 2 248
[hp]
8
4
0
0 100 200 300 400 500 600 700 800 900 [US g.p.m.]
Wet well installation with coupling Wt (P, 248...260)
Dimensions in mm [inch], letters see table
Materials
Motor housing
Cast Iron ASTM A48;CI.40B
Impeller
Cast Iron ASTM A48;CI.40B
Pump housing
Cast Iron ASTM A48;CI.406
Wear ring
Bronze ASTM B505; C93200
Motor shaft
AISI 430 F Stainless Steel
Bolts
AISI 304 Stainless Steel
Elastomeres
Nitrile Rubber
Mechanical seal on motorside Sic/ Sic
Mechanical seal on medium side sic/ Sic
Lower Bearing Two angular ball bearings
Upper Bearing Deep Groove Ball Bearing
Table Dimensions
( inch )
A
40 "/is
Project
Project no.:
Created by:
Page:
Date:
1
2/10/2020

Performance Curve
AMS434-248/15P/C FM
I El 0*1 M Iq
V
P U M P E N M I T S Y S T E M
Impeller
Impeller type:
Solid size 0:
Max. 0:
Min. 0: Sel. 0:
Single channel impeller
3 inch
10'/n"
9'/16' 93/4'
Operating data
Speed:
Frequency:
Duty point:
FQ
Shaft power P2: Discharge port:
1750 rpm
60 Hz
=595 US g.p.m. H =62 ft
13.2 hp 4" ANSI
Powerdata referred to: Testnorm: HI Standard Sect. 11.6.5.4
Water, clean [100%] ; 68'F; 62.322lb/ft'; 1.0818E-5ft2/s
Ift] ea
125
pp pa ion ran e
120
115
110 S
A
105
100
95
90
85
80
75
70
65
72.2°
I
60
55
50
45
40
35
[ft]
30
25
25
20
20
15
15
0
1
10
5
5
0
0
Efficiency
60
50
248
40
30
20
10
0
Shaft power
P2
-248
[hp]
12
10
8
6
4-
2-
0-1
0 100
200 300 400 500
600
700
800
900
[US g.p.m.1
Project
Project no.:
Created by:
Page:
Date:
2
2/10/2020

Dimensions
AMS434-248/15P/C FM
I El 0*1 M Iq
V
P U M P E N M I T S Y S T E M
Wet well installation with coupling kit (P, 248...260)
Dimensions in mm [inch], letters see table
7-2ns] M
Upper slide rail bracket sea
IVI
6D 87
(z1 (37
(24
Rd!
12
(4%1 015 300
Ncty 6tlt [113141
109
[41/4'']
DN100PN10
[Flage4rh,i 200
1251bsq. in. RF] [7-']
I
mnled
0
424 488
'16334, [191/41
2D (�
EO
[2/41 aia,or bdt
240
[9129
Table Dimensions ( inch )
A 4015/16
r;
m
0
N
min level = Minimum fluid level for intermittent operation (S3) o
0
N
Project
Project no.:
Created by:
Page:
Date:
3
2/10/2020

Technical Data
AMS434-248/15P/C FM
I El 0*1 M Iq
V
P U M P E N M I T S Y S T E M
Operating data
Flow
15195 US g.p.U-6 g.p.m.
Head
62 ft ft
Shaft power P2
3.2 hp
Static head
0 ft
Pump efficiency
72.1 %
Required pump NPSH
10.0 ft
Pumpe type
Single pump
No. of pumps
1
Fluid
Water
Temperature
68 °F
Density
62.31 Ib/ft'
Kin. viscosity
1.077E-5 ft2/s
Pump
Pump Code
AMS434-248/15P/C FM
Speed
1750 rpm
Suction port
DN100
Head Max.
Min.
95.0 ft
Discharge port
4" ANSI
32.7 ft
Impeller type
Single channel impeller
Flow Max.
903.5 US g.p.m.
Solid size
3 inch
Pump efficiency max.
72.2
ImpellerO
9.76 inch
Required rated power max. P2
14.5 hp
Motor
Motordesign
Submersible motor
Insulation class
H
Motor name
AM204.16,8P/4/3
Degree of protection
IP 68
Frequency
60
Hz
Temperature class
T3C
Rated power P1
16.8
hp
NEMA code
H
Rated power P2
15.0
hp
Explosion protection
Class I, Div. 1, Grp. C&D
Rated speed
1750
rpm
E idency
at /° rated power
100%
75%
50%
89.4 %
Rated voltage
230
/ 460 V
90.0 %
Rated current
38.0
/ 19 A
89.0 %
Starting current, direct starting
250.8 / 125
A
cos phi
at % rated power
100%
75%
50%
0.83
Starting current, star -delta
8' A
0.75
Starting mode
Directly
0.63
Power cable
4X6
Control cable
4+4X1,5
Type of power cable
NSSHOU-J
Type of control cable
NSSHOU-J
Cable length
32.809 ft
Service factor
1.15
Shaft seal
Mechanical seal on
Mechanical seal on
motor side sic/ Sic
medium side Sic/ Sic
Bearing
Lower Bearing
Upper Bearing
Two angular ball bearings
Deep Groove Ball Bearing
Remarl6
Materials / Weight
Motor housing
Cast Iron ASTM A48;CI.40B Bolts
AISI 304 Stainless Steel
Pump housing
Cast Iron ASTM A48;CI.40B
Elastomeres
Nitrile Rubber
Impeller
Cast Iron ASTM A48;CI.40B
m
Wear ring
Bronze ASTM B505; C9320
0
Motor shaft
AISI 430 F Stainless Steel
0
Weight aggregat
On demand lb
0
q
Project
Project no.:
Created by:
Page:
Date:
4
2/10/2020

li �s'°9NA
Installation Modes
The HOMA Series A Sewage Pumps
may be installed in different modes,
which include vertical and horizontal
pump installations in dry pit, vertical
pump installation with a ring base
stand, in wet well and vertical slide rail /
auto -coupling installation in wet well.
The slide rail / auto -coupling wet well
arrangement offers the greatest advan-
tages in terms of cost, smallest space
requirements, and extreme simplicity
of pump removal and re -connection.
Small and medium size underground
pumping stations are normally con-
structed by using standard, commer-
cially available, pre -cast concrete
rings, thus reducing the civil engineer-
ing costs to a practical minimum.
Since the pumps are always submerg-
ed in the liquid being pumped ("flood-
ed inlet"), piping and valves are not
needed on the suction side (except in
wet well/dry well installations), further
reducing costs and ensuring positive
and consistent self -priming action.
The HOMA "auto -coupling", with
tubular slide -rails, ensures the pump's
fully automatic connection to, and
disengagement from, the discharge
pipe. During the sliding motion (when
connecting or disconnecting), the
special guide claw design results in low
friction and freedom from jamming.
A twin pump (duplex) installation offers
the additional flexibility of accommodat-
ing high flow situations, pump alterna-
tion for maximum pump life, and
continuity of station operation during
pump service periods.
Permanent Wetwell
Transportable Wetwell
Permanent Drywell
vertical
horizontal
Accessory Data
The HOMA
Autocoupling System
Unlike other automatic discharge
connecting systems for submersible
wetwell installations, the Homa Auto -
coupling uses a replaceable resilient
seal ring, which is axially, and evenly,
compressed at contact. Easy replace -
ability of this ring assures infinite life for
the system. Even more importantly, the
controlled, fully axial compression
eliminates the weakness of "metal -to-
metal" systems: an initial, almost
unavoidable leakage, which, although
small and undetectable in the begin-
ning, Increases in time by developing
larger and larger paths between the
faces, due to the abrasive action of
always present, small particles. Such
losses, invisible under the liquid
surface and thus rarely checked,
negatively affect actual delivered
capacity and overall efficiency. With the
HOMA Autocoupling System design
you can rely on an efficient and long life
wetwell installation without problems.
Pump
sliding
down
Pivoting
action
�T
Axial, full
face compression

Tech Data
SEVERE SERVICE CABLE
Description:
Used for wastewater applications that require Explosion Proof equipment and also
applications which involve aggressive pumping media. They are insulated with a 90 degrees
C heat and moisture resistant E.P. rubber compound. The jacket is a synthetic vulcanized
rubber which provides protection against oil, grease and abrasion. Conductors are finely
stranded tinned copper wire. The cables have been tested and accepted by the U.S. Mine
Safety and Health Administration ( MSHA ).
Materials of Construction:
Outer Jacket : Synthetic Vulcanized Rubber
Inner Sheath : Rubber
Insulation -. Ethylene Propylene Rubber
Conductors : Tinned Copper Wire
Mechanical and Electrical Properties:
Maximum Conductor Operating Temperature : 90 Degrees C
Maximum Allowable Pumping Media Temperature -. 40 Degrees C
Continuous Tensile Stress Rating : 15 N/ mm
Rated Voltage : 600 V
A. C. Test Voltage : 3,000 V
Approvals:
U.S. Mine Safety and Health Administration

Tech Data II MR
HOMA Standard Mechanical Seal
Burghmann MG 1
MG1
Mechanical seal for plain shafts,
spring rotating
■ single seal
■ unbalanced
■ independent of direction of rotation
■ elastomer bellows
Mechanical seals of the MG series are
amongst the most commonly used. The The
bellows is not subjected to any torsional
stress and its ingenious design incorporates
several functions, as seal face carrier,
secondary sealing element and drive collar.
The seal face is driven through the spring and
"L"-rings. There are not bonded joints and all
the face materials are interchangeable
without having to modify any dimensions.
Highly recommended for duties with media
containing solids e.g. in waste water and
sewage applications.
Material code:
Item:
1
2
3
Material
Seal
Stationary
Stationary
Code
face
face
seals
acc. to
Q1
B
V
EN 12756
acc. to
Buka
Buko 1
V
Bur mann
22
Item:
4
5
Material
Spring
Other parts
Code
acc. to
G
G
EN 12756
acc. to
1.4571
1.1.571
Burgmann

November 29, 2005
Class 40 Cast Iron
To Whom It May Concern:
HOMA pump utilizes Class 40F Cast Iron material in the construction of our pumps due to its
increased strength and durability.
The graphic below indicates the relative strengths of different classes of Cast Iron.
ASTM A48 GRADE
ULTIMATE TENSILE
STRENGTH (UTS)
BRINELL HARDNESS
Class 30
30,000 p.s.i.
187-241
Class 35
35,000 p.s.i.
207-255
Class 40
40,000 p.s.i.
217-269
The only negative impact of using Class 40F is that it is slightly more difficult to machine.
However, the majority of our parts do not require additional machining, and if required we are
set up for machining in our facility.
Class 40F is used in order to provide our customers with a stronger and more durable product
than if Class 30 or 35 Cast Iron were used.
Pump Technology, Inc. 390 Birmingham Boulevard Ansonia, CT 06401 [phone] [phone]

warranty 11 NIA
Municipal Installations
"A" Series Pumps
HOMA Pump Technology Incorporated (referred to hereafter as the Company) warrants its A Series pumps to be free from defects in
workmanship and materials for the period defined below, from date of shipment to end customer, when used in a Municipal Sewage
Collection or Treatment System or similar pumping application pumping raw sewage or municipal waste water of a non -corrosive,
non-abrasive nature.
HOMA Pumps, when used in a Sewage Lift Station for intermittent duty cycle (less than 50% duty cycle) at a fixed speed shall be
warranted for a period of 5 years as per the below terms.
HOMA Pumps, when used in conjunction with VFD drives, or in fixed speed applications of a more continuous duty cycle (50% or
more) shall be warranted for a period of 12,000 hrs. of operation as per the below terms.
Important: Monitoring devices (ex. thermal switch, seal probe, etc) supplied with pump must be properly wired into a circuit within the
control panel that will provide adequate protection to the pump. Failure to properly connect and utilize provided monitoring devices
will invalidate this warranty.
The Company shall pay the following share of refurbishing costs provided the complete pump and power cable / defective component
is returned prepaid to the HOMA Repair Center in Ansonia, CT or an Authorized HOMA Service Center. Labor charges for warranty
repairs shall not be assumed by the Company for repairs made after one (1) year from date of shipment to end customer. All returns
must have prior written authorization from the Company prior to shipment.
Intermittent Duty Months: 0-18
Continuous Duty Hours: 0 - 3000
Warranty: 100%
TIME IN FIELD
19-31 32-45 46-60
3000 - 6000 6000 - 9000 9000 - 12,000
75% 50% 25%
Time in field shall be determined from shipment date to date warranty claim is registered with Company.
Field Start-up Report, along with control panel wiring diagrams and bills of material must be provided with any warranty claim.
This warranty excludes failures caused by improper mechanical or electrical installation, defects or imbalance in power supply or
electrical protection, abrasive wear or improper maintenance or service activities. There must be no splice in the electrical cable
within the wet well and pump thermal overload protection must be properly wired into control panel.
The Company's sole obligation under this warranty shall be to make repairs and/or replace parts when necessary on products that
have been returned and found to be defective by the Company. The Company shall not be liable for any special, indirect, or
consequential damages of any kind. Major components not manufactured by the Company are covered by the original manufacturer's
warranty in lieu of this warranty.
The Company will not be held responsible for travel expenses, rented equipment, outside contractors fees, or
unauthorized repair expenses.
The company neither assumes nor authorizes any person or other company to assume for it, any other obligation in connection with
the sale of its equipment. Any enlargement or modification of this Warranty by a Representative, Distributor or other Sales Agent is
expressly forbidden by the company. This warranty shall extend only to the original Owner and shall not apply to any products that
have been repaired or altered without the Company's consent or have been subject to misuse, accident or neglect.
NO OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING IMPLIED WARRANTIES OF
MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE WILL APPLY.
Rev 02/08

INFEED POWER
L1 L2 L3 GND
460 VOLT, 60 HZ-
GENERATOR INLET
102
3 PHASE, 3 WIRE
1 2 3 GEN1
from 1-33
from 1-39
L
+ - + - +
CONTROL
N
--- --I----r----------�
GND2
I I I 1GND1
SULZER CA 462
1-00 I I I
1-40
SL1
1-01 PDB1
1-41
08 7
+24V/L1 OV/N
1-02
1-42
r - - - - - - - -
_
I
1
104
9
INTLKI
OVERT MP
I TAS1
2
105
TEMP
1-03 MCB
LINE MAIN GEN MAIN
ECB
1-43
�-�¢----TB2
10
-------------------------{
5 17
TEMP
1-04 { ---� ---- - - - - - - - -
- - - - - - - - - - - - - -
- -
---� ---�
1-44
1-05
1-45
r--------
PUMP 1
3
106
L LEAK
I SEAL L
LEAK
11
1-06
1-46
I PRO1
4
L-� r----
12
1-07
1-47
5-19 _
TB2
LEAK
O 13
1-08
1-48
RESET
O 14
1-09
1-49
RESET
O 15
1-10 PDB2
1-50
RESET
NO 4-01, -- ,1-53
X1 X2 X3
1-11 PHI
1-51
1-12 3
1- 52
(NOHC)
SL1
107
CR4
PUMP 1 OVER TEMP.
1-13 4
60
1-53
51-16
13 14
RESET
NO 2-13,2.51, --
NC==,1=5858;4=27
1-14 5
70 NO2.48
1-54
SULZER CA 462
MOTOR 1 OVER TEMP.
CRS
—
PUMP 1 OVER TEMP.
1-15
1-55
13 14
NO --
NC 55=47,_
1-16
1- 56
CBI�
Ml
OL1
1
1-17
17-1 2/T1
1 2
1-57
LTi
0
1-18
2-------
----
MOT1
PUMP
1-58
CR4
108
PUMP 1 OVER TEMP.
11 3
R
i
3/L2 14/T2 3 I 4 N0.1
J�
3
1-53
1-19
5/L3
-2X ^6
^ J - I
1-59
PUMP 1 OVER TEMP.
2-5"6/T�1
4 I
1-20
PUMP 1
- - - - - - -
1-60
CONTACTOR
1_ TB1
SULZER CA 462
1-21
1-61
SL2
CBS
M2
OL2
5
1-22 �°
1/L1 12/T1
1 I 2
1-62
+24V/L1 8 7 0V/N
^6-------
MOT2
r-------,
PUMP 2j
5
109
1-23 i°
3/L2 ��4/T�o
x �4
-
N0 2
1-63
OVER TEMP L
TEMP
9
1 24 o
i
5/L3 66/T�
oJ�
6
-7------J I I4
1-64
L_ TAS2 ---
6
110
10
2-61
8 I
5-21
TB2
TEMP
1-25
PUMP 2
- - - - - - - j
1-65
CONTACTOR
1_ TB1
1-26
CB3I10A
1-66
r - - - - - - -
L-
7
111
11
FU1-5A
I SEAL
LEAK
1-27
1-67
I PR02
8
0
FU2-5A
Hl_H2
�- s----
S-23
TB2
LEAK
12
1-28
1-68
_
CLASS CC
460V_
013
1-29
TO XF1
1-69
RESET
1V200.25KVA
014
1-30
1-70
RESET
X1
015
1- 31
-
1- 71
RESET
-
NO 4-06, -- ,1-74
1-32
1-72
101 FU3-2A102
102
1-33
1-73
(
MDL, 250V
to 1-40,2-40,3-00,3-40
SL2
SL2
CR6
CONTROL
102
112
PUMP 2 OVER TEMP.
1-34
1 74
5 6
13 14
NO 2-16,2-61, --
NC__,1-79,4=30
1-35
1-75
SULZER CA462
MOTOR 1 OVER TEMP.
CR7
PUMP 2'OVER TEMP.
1-36
1-76
FU4-2A
103
103
13 14
NC 5-49, --
1-37
MDL, 250V
to 4-00
1-77
----
1-38
ALARM
1-78
CR6
113
`T 2
1-39
1-79
PUMP 2 OVER TEMP.
11 3
R
to 1-40,2-40,3-00,3-40,4-00
N
1-74
PUMP 2 OVER TEMP.
THIS DRAWING CONTAINS PROPRIETARY
PANEL REQUIREMENTS
LARGEST MOTOR POWER
INFORMATION WHICH MUST NOT BE
SYM.
REQUIREMENTS
DUPLICATED, USED, OR DISCLOSED
IN
VOLTAGE
460VAC
HP 15.0 HP
WHOLE OR IN PART WITHOUT PRIOR
CSI
Contralso
PHASE
3 PHASE
FLA 19.0 FLA
WRITTEN CONSENT.
FREQUENCY
60 Hz
zzzl Ford
crive - Ashland
Drive - Ashland, Oh 44805
DUPLEX
PUMP
CONTROL
PANEL
SCCR
5 kA RMS SYM
SHEET NUMBERC
PROJECT NUMBER
1-800-746-6287
TOTAL FLA
48.OFLA
A
DRAWN
BY
DATE
1 OF
TYPE
4X
Corolla Bay Pump Station
N0.
REVISION HISTORY
DATE
BY
.J

212 213 102
from 2-44 TPC-X from 2-44 from 1-33 from 1-39
24VDC + PUMP CONTROLLER 24VDC - CONTROL N
2 -00 PUMP CONTROLLER 2 -40
CT1
2-01 031-1 11-20 2-41
2-02 2-42
212 24 VDC L G N
2-03 11-4 11-3 2-43 POWER 1� _
+24VDC IN 0V 102 SUPPLY -- PW1
212 212 +V NC -V 30W 213 213
2 -04 2 -44 0
to 2-00 to 2-00
2 -05 201 ]3-1 2 -45 24VDC + 24VDC -
GROUND
2-06 2-46
2-07 CR15 202 13-10 J3-130 2-47
4-015 PUMP 1 LEAK IN SENSE RES 1 1P 12
2-08 PUMP 1 SEAL FAIL ]3-140 IS2 2-48
CR16 GROUND _ g
2-09 9 5 203 33-11 J3-15 2 4 -------------� 2-49
4-06 PUMP 2 LEAK IN LEVEL IN I I I I I + I I I PUMP 1
2-10 PUMP 2 SEAL FAIL J3 16 1 3--+--------� j 1 2-50 OFF
+24 VDC G I I I 214 HANDS AUTO 215 CR4 216 OL1 217 M1 PUMP 1
2-11 PUMP 3 LEAK IN 013-12 GND GND 1 84 1--------- 2-51 j X00 10 6 95 96 Al A2 CONTACTOR
2-12 — I 1 I I 2-52 PUMP 1
1-53 1-17 NO 1-17,1-18,1-19,2-19
CR4 - I 4TRANS LEVEL 1 CR10 CR3 I \ NC
20q TRANSMITTER 218 219 OVER TEMP, LT3
2-13 13-5 31-5 O XD1 2-53 G PUMP 1 RUNNING
91-535 PUMP 1 TEMP IN TRANSMIT 0 - 10, WC 11 3 92-375 COX i
2-14 PUMP 1 OVER TEMP. 31-60 5-61 2-54 j PUMP 1 CALL
205 RECEIVE 1 1 1 ETM1
2-15 J3-4 31-70 1 I 2-55 1
CR6 PUMP 2 TEMP IN GND i CR13
2 -16 HAZARDOUS 2 - 56 2��
9 5 LOCATION 7 9 5
1-74 3-09 3-26
2 -17 PUMP 2 OVER TEMP. O J3-3 L— — — — 2 -57 FLOAT BACKUP PUMP 1 CALL
PUMP 3 TEMP IN NON -HAZARDOUS SYSTEM ENGAGED (BACKUP CONTROL)
2 -18 LOCATION 2 - 58
M1 SEE FIGURE 1 ON SHEET 5
2-19 13 14 206 33-2 11-80 2-59 P5522
2-51 PUMP 1 AUX/DIS A OUT FOR CIRCUIT EXTENTIONS
2-20 11-90 INTO HAZARDOUS 2-60 OFF
M2 GND CLASSIFIED LOCATION HAND AUTO CR6 OL2 M2
201 207 (CLASSIFIED) s 221 222 223 PUMP 2
2-21 13-6 2-61 CONTACTOR
13 14 PUMP 2 AUX/DIS I X00 10 6 95 96 Al A2
2-61 I 1.74 1-22 1-23
2-22 2-62 1 PUMP 2 NC NO 1-22 , ,1-24,2-21
CR10 CR2 I
2-23 13-7 J1-100 2-63 OVER TEMP. \LT4
0224 225 G PUMP 2 RUNNING
PUMP 3 AUX/DIS 12 i 2-35
4 9 S COX \
2-24 11-110 2-64 j PUMP 2 CALL
CR9 208 GND i ETM2
10
2-25 13-8 11-12 2-65
04 HIGH FLOAT GND i CR14
2-26 HIGH LEVEL - FLOAT 2-66 88 2 9 5
3-09 3-34
2-27 013-9 2-67 FLOAT BACKUP PUMP 2 CALL
RES/MUTE SYSTEM ENGAGED (BACKUP CONTROL)
2-28 2-68
2 29 J2�1 J~0 AUX\HORN 2 69
2-30 2-70
2-31 212 209 CR1 213 XDCR - HIGH LEVEL 2 71
12-3 32-4 HIGH 13 14 NO 4-11,4-21,5-43,
2-32 NC — — — — 2-72
2-33 J20 2-73
J~0 PUMP 3
2-34 2-74
2-35 210 CR2 PUMP 2 CALL 2-75
J2-7 12-8 PUMP 2 13 14 NO 2-63, -- --
2-36
NC -- , _,_ 2-76
— —
211 CR3 PUMP 1 CALL
2-37 2-77
J2-9 12-10 PUMP 1 13 14 NO 2-53, -- --
2-38 NC — — — — 2-78
2-39 2-79
J2-10 1 12-12
LOW
THIS DRAWING CONTAINS PROPRIETARY
INFORMATION WHICH MUST NOT BE
DUPLICATED, USED, OR DISCLOSED IN
WHOLE OR IN PART WITHOUT PRIOR
WRITTEN CONSENT.
CSI Controls.
2221 Ford Drive c.com
ivvee - Ashland, oh aasOs
1-800-746-6287
DUPLEX PUMP CONTROL PANEL
PANEL REQUIREMENTS
SYM.
VOLTAGE 460 VAC
PHASE 3 PHASE
FREQUENCY 60 Hz
SCCR 5 kA RMS SYM
TOTAL FLA 48.0 FLA
TYPE 4X
LARGEST MOTOR POWER
REQUIREMENTS
HP 15.0 HP
FLA 19.0 FLA
SHEET NUMBER
2 OF 5
PROJECT NUMBER
Corolla Bay Pump Station
A
DRAWN BY DATE
N0.
I REVISION HISTORY
DATE
BY

102
3-00
3-01
3-02
3-03
3-04
3-05
3-06
3-07
3-08
3-09
3-10
3-11
3-12
3-13
3-14
3-15
3-16
3-17
3-18
3-19
3-20
3-21
3-22
3-23
3-24
3-25
3-26
3-27
3-28
3-29
3-30
3-31
3-32
3-33
3-34
3-35
3-36
3-37
3-38
3-39
INV J-3G
NC 3-30
102
from 1-39
from 1-33
N
CONTROL
3-40
I51
HIGH LEVEL - FLOAT
102
3-41
1 2
L\+ N\-
NO 3-19,3-09,4-14,4-24
NC - -- -- --
3 -42
, ,
3 -43
_ _
OFF LEVEL
FLOAT
311
13
HIGH LEVEL - FLOAT
1
FLT1
2
312
SWl
3 -44
— — —0_o-----4—
14
TB3
5-45 1
TB3
NO 5-45,2-25, -- --
NC
3 -45
3 -46
LEAD LEVEL
313
15
FLOAT
SW2
FLOAT BACKUP
SYSTEM ENGAGED
3 47
3
FLT2 1
o— —+
4
314
16
TB3
5- 47
TB3
3-48
FLOAT BACKUP
LAG/HIGH LEVEL
315
SYSTEM ENGAGED
3-49
L
FLOAT 1
17
FLT3 1
6
316
SW3
NO3-06,3-30,2-53,2-63
3-50—+—
-- — —0�o-----t
18
NC - -- 12-53,2-63
----
TB3
5-49 I
TB3
3-51
FLOAT BACKUP
SYSTEM ENGAGED
3-52
I
I
7
SW4 019 NO3-16,3-16,3-01,
3-53
TB3�
020
NO5.51, _- , _- ,
Nc
HAZARDOUS LOCATION
3-54
NON -HAZARDOUS LOCATION
3-55
SEE FIGURE 1 ON SHEET 5
LEAD PUMP
FOR CIRCUIT EXTENTIONS INTO
CAL
3-56
HAZARDOUS (CLASSIFIED) LOCATION
NO 3-13,3-30, -- , --
NC
3-57
3-58
LAG DELAY
3-59
NO 3.22,3.27,3.30,
Nc
3-60
3-61
3-62
3-63
3-64
3-65
PUMP 1 CALL
(BACKUP CONTROL)
3-66
NO 2-56, -- -- --
NC _,_,_,_
3-67
3-68
3-69
3-70
3-71
3-72
3-73
PUMP 2
(BACKUPCALL CONTROL)
3-74
NO2.66, _ , _ , __
3-75
3-76
3-77
3-78
3-79
from 1-39
N
THIS DRAWING CONTAINS PROPRIETARY
INFORMATION WHICH MUST NOT BE
DUPLICATED, USED, OR DISCLOSED IN
WHOLE OR IN PART WITHOUT PRIOR
WRITTEN CONSENT.
CS1 Contralso
csicoFREQUENCY
2221 Ford Driven- Ashland, Oh 44805
1-800-746-6287
DUPLEX PUMP CONTROL PANEL
PANEL REQUIREMENTS
SYM.
VOLTAGE 460 VAC
PHASE 3 PHASE
60 Hz
SCCR 5 kA RMS SYM
TOTAL FLA 48.0 FLA
TYPE 4X
LARGEST MOTOR POWER
REQUIREMENTS
HP 15.0 HP
FLA 19.0FLA
SHEET NUMBER
C
3 O r
PROJECT NUMBER
Corolla Bay Pump Station
A
DRAWN BY DATE
N0.
REVISION HISTORY
DATE
BY

103
from 1-37
from 1-39
ALARM
N
4-00
4-40
SL1
401
CR15
PUMP 1 SEAL FAIL
4-01 1 2
4-41
1-41
13 14
NO 2-07,-- ,-- --
4 -02 SULZER CA 462
NC -- -
— — — —
4 -42
LT6
4-03
�Ri
PUMP 1 SEAL FAIL
4-43
4-04
4-44
4-05
4-45
SL2
402
CR16
PUMP 2 SEAL FAIL
4-06 1 2
4-46
1-62
13LT7 14
NO 2-09,-- -- --
NC -- -
4 -07 SULZER CA 462
— — — —
4 -47
4-08
�Ri
PUMP 2 SEAL FAIL
4-48
4-09
4-49
4-10
4-50
CR1
403
4-11
R8
HIGH LEVEL
4-51
92-315
i
4-12 XDCR - HIGH LEVEL
4-52
4-13
4-53
CR8
4-14 11ii 7
4-54
3-01
4-15 HIGH LEVEL - FLOAT
4-55
4-16
4-56
4-17
4-57
4-18 ALARM TEST
4-58
PB2
4-19 i
4-59
4-20
AL1
4-60
4-21 CR1
404
ALARM LIGHT
4-61
102
F �C
316
4-22 XDCR - HIGH LEVEL
4-62
S
4 - 23
SILENCE
4 -63
CR8
P133
405 CR17
SILENCE
4-24 128
13 14
N04-26,-- --
4-64
3-01
,--
NC 4=26,=,_=
4-25 HIGH LEVEL - FLOAT
4-65
CR17
4-26
g 5
AH1
4-66
CR4
406
ALARM HORN
4 27
12 4
1
4-67
1-53
4-24
4-28 PUMP 1 OVER TEMP.
SILENCE
4-68
4-29
4-69
103 CR6
4-30 12 4
4-70
1-74
4-31 PUMP 2 OVER TEMP.
4-71
4-32
4-72
4-33
4-73
4-34
4-74
4-35
4-75
4-36
4-76
4-37
4-77
4-38
4-78
4-39
4-79
THIS DRAWING CONTAINS PROPRIETARY
PANEL REQUIREMENTS
LARGEST MOTOR POWER
INFORMATION WHICH MUST NOT BE
SYM.
REQUIREMENTS
DUPLICATED, USED, OR DISCLOSED IN
CS1
Cantralso
VOLTAGE
460 VAC
HP 15.0 HP
WHOLE OR IN PART WITHOUT PRIOR
PHASE
3 PHASE
FLA 19.0 FLA
WRITTEN CONSENT.
FREQUENCY
60 Hz
zzzl Ford
crive-rAshlanm
Drive - Ashland, Oh 44805
DUPLEX PUMP CONTROL PANEL
SCCR
5 kA RMS SYM
SHEET NUMBER
PROJECT NUMBER
1-800-746-6287
TOTATYPAL FLA
48.0 F4LA
A4
nRAWKI RY nATF
4 OF 5
Corolla Bay Pump Station
NO.
REVISION HISTORY
DATE
BY

FIELD WIRING SECTION
FIGURE 1
PANEL CONTROL DRAWING
5-00
PDB1
5-01
-
- Ll
INFEED POWER
I'I
208 VAC, 60 HZ
5-02
-------1
L2 I
3 PHASE, 3 WIRE
5-03
-------1
L3 I
1-00
5-04
5-05
5-06
TB1
5-07
1
- - - - - - -
MOT1
PUMP
5-08
2
-- - - - - -
NO.1
5-09
3
___i 18_J )
7
5-10
4 4-
_______—�
5-11
5
- - - - - - -
MOT2
PUMP
5-12
6
-- - - - - -
NO.2
5-13
7
___123_J
5-14
8 i
--------�
5-15
5-16
TB2
TAS1
5-17
1
---o----3
PUMP 1
1-43 IJ
OVER TEMP
5-18
2
---------
PR01
5-19
3
---� s---3
PUMP 1
1-447 I
SEAL LEAK
5-20
4 i
- _- ___J
TAS2
5-21
5
---~>¢---3
PUMP 2
1-64 I
OVER TEMP
5-22
6
---------J
PR02
5-23
7
---� s---D
PUMP 2
14 1
SEAL LEAK
5-24
8 i
---------J
5-25
5-26
5-27
5-28
5-29
5-30
5-31
5-32
5-33
5-34
5-35
5-36
5-37
5-38
5-39
5-40
5-41
5-42
5-43
5-44
5-45
5-46
5-47
5-48
5-49
5-50
5-51
5-52
5-53
5-54
5-55
5-56
5-57
5-58
5-59
5-60
5-61
5-62
5-63
5-64
5-65
5-66
5-67
5-68
5-69
5-70
5-71
5-72
5-73
5-74
5-75
5-76
5-77
5-78
5-79
501
TB4
- - - - - COM
- - - - - NO
- - - - - COM
----- NO
- - - - - COM
- - - - - NC
- - - - - COM
_____ NC
- - - -- COM
----- NO
XDCR - HIGH LEVEL
AUX CONTACT
HIGH LEVEL - FLOAT
AUX CONTACT
PUMP 1 OVER TEMP.
AUX CONTACT
PUMP 2 OVER TEMP.
AUX CONTACT
FLOAT BACKUP SYSTEM ENGAGED
AUX CONTACT
1
1 R17 502
2-31 503
2
3
3 R95 504
3-04 505
4
S
CRS 506
31 1-55507
6
7
CR7 508
8
3 1
1-76 509
9
CR11 510
10
ENCLOSURE
STEEL BCKPNL
INNER DOOR PARTS
ALUM
WARNING LABEL
LOGO
UL STICKER
SAME SCHEMATIC CHECK
NOTES:
1. FIELD WIRING IS SHOWN ------------------
2. TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS
LESS THAN 100 AMPS MUST BE RATED 60DEG C OR ABOVE.
FIELD INSTALLED CONDUCTORS GREATER THAN OR EQUAL
TO 100 AMPS MUST BE RATED 75 DEG C OR ABOVE.
3. FIELD WIRING WILL ACCEPT COPPER CONDUCTORS ONLY.
4. FOR FIELD WIRING REFER TO COMPONENT, OR TORQUE
RATING DATASHEET.
5. MAIN SERVICE DISCONNECT PROVIDED BY OTHERS.
6. IF SEAL LEAK PROBE IS ONE WIRE, B IS PANEL GROUND.
7. INSTALLER MUST PROVIDE SHORT CIRCUIT PROTECTION
FOR THE CONDUCTORS FEEDING TO THIS ELECTRICAL
ASSEMBLY.
FIELD WIRING TORQUE SPECIFICATIONS
TERMINATION
WIRE SIZE
TORQUE
INCOMING POWER (PDB1)
#2 AWG
50 LB -IN
#6 - 4 AWG
45 LB -IN
#8 AWG
40 LB -IN
#14 - #10 AWG
35 LB -IN
PUMP POWER (TB1)
#20 - #6 AWG
13.3 - 15.9 LB -IN
CONTROL & SENSORS (TB2, TB3, TB4)
#24 - #8 AWG
13.3 - 15.9 LB IN
GROUND LUG (GND1)
#2 - 1/0 AWG
50 LB -IN
#8 - #4 AWG
45 LB -IN
#14 - #10 AWG
35 LB -IN
5-40
5-41
5-42
5-43
5-44
5-45
5-46
5-47
5-48
5-49
5-50
5-51
5-52
5-53
5-54
5-55
5-56
5-57
5-58
5-59
5-60
5-61
5-62
5-63
5-64
5-65
5-66
5-67
5-68
5-69
5-70
5-71
5-72
5-73
5-74
5-75
5-76
5-77
5-78
5-79
INDUSTRIAL CONTROL PANE
ASSOCIATED APPARATUS
MACROMATIC
ISDUR4
SEE CONTROL DRAWING ISD1A04
NON -HAZARDOUS I HAZARDOUS (CLASSIFIED) LOCATION
(UNCLASSIFIED) LOCATION CLASS I, GROUPS A, B, C, D
I CLASS II, GROUPS E, F, G
L I CLASS III
CUSTOMER SUPPLIED SEAL OFFS
SIMPLE COMPONENT
I
FOR CONNECTION TO PURELY RESISTIVE
NON -ENERGY STORING DEVICES
------------ FLT1
o- 3 OFF LEVEL
3-44 --- J FLOAT
I FLT2
- - - ---- --- -------------�o----3 LEAD LEVEL
--------}----------------
7 FLOAT
---J
I FLT3
----
� LAG/HIGH LEVEL
I I -------- 3_50 --- J FLOAT
-------�-71I }-----
I 1
MAXIMUM CABLE LENGTH:
I
AS SPECIFIED ON I.S. BARRIER CONTROL DRAWING; OR
SHALL BE THE LESSER OF THE FOLLOWING TWO CALCULATIONS:
LENGTH(FT) = Ca/60pF AND LENGTH(FT) = La/0.2uH
I
ASSOCIATED APPARATUS
TURCK INC.
MZB87P
SEE CONTROL DRAWING IS-1.906
IS2 TB4
3 + +
4 --
I
G i _J
SEE THE CONTROL DRAWING FOR EACH INTRINSICALLY SAFE BARRIER
FOR PERMITTED CONNECTIONS AND IDENTIFICATION OF THE
ELECTRICAL (ENTITY) PARAMETERS OF EACH BARRIER, ALONG WITH
OTHER INFORMATION FOR SAFE INTERCONNECTION.
INSTALL IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC) OR
CANADIAN ELECTRICAL CODE (CEC); AND ANY APPLICABLE LOCAL CODES
BASED ON THE INSTALLATION LOCATION.
INSTALL IN ACCORDANCE WITH ARTICLE 504 OF THE NATIONAL
ELECTRICAL CODE.
I
INTRINSICALLY SAFE EQUIPMENT
SELECTED INTRINSICALLY SAFE EQUIPMENT FOR FIELD
CONNECTION TO THE INTRINSIC SAFETY BARRIERS WITHIN PANEL
MUST BE 3RD-PARTY LISTED AS INTRINSICALLY SAFE FOR
THE APPLICATION, AND HAVE INTRINSICALLY SAFE ENTITY
PARAMETERS CONFORMING WITH TABLE 1 BELOW.
XD1
-4-20ma LEVEL
ICI + TRANSMITTER
----------------ki-_ 0 - 10, WC
2-12
L MAXIMUM CABLE LENGTH:
MAXIMUM ALLOWABLE CABLE LENGTH TO MEET THE ENTITY
1 PARAMETER RELATIONSHIPS IN TABLE 1 BELOW.
CALCULATE CABLE CAPACITANCE AND INDUCTANCE BY THESE
VALUES: Ccable = 60pF/foot and Lcable = 0.2uH/foot.
TABLE 1
3RD-PARTY LISTED
UL LISTED I.S. BARRIER
REQUIRED RELATIONSHIP
I.S. EQUIPMENT
ENTITY PARAMETERS
BETWEEN ENTITY PARAMETERS
ENTITY PARAMETERS
Voc or Vt (or Uo)
<
Vmax (or Ui)
Isc or It (or Io)
<
Imax (or Ii)
Po
<
Pmax (or Pi)
Ca (or Co)
>
Ci + Ccable
La (or Lo)
>
Li + Lcable
THIS DRAWING CONTAINS PROPRIETARY
INFORMATION WHICH MUST NOT BE
DUPLICATED, USED, OR DISCLOSED IN
WHOLE OR IN PART WITHOUT PRIOR
WRITTEN CONSENT.
CS1 Cantralso
crive-rAshlanm
zzzl Ford Drive - Ashland, Oh 44805
1-800-746-6287
DUPLEX PUMP CONTROL PANEL
PANEL REQUIREMENTS
SYM.
VOLTAGE 460 VAC
PHASE 3 PHASE
FREQUENCY 60 Hz
SCCR 5 kA RMS SYM
TOTAL FLA 48.0 FLA
TYPE 4X
LARGEST MOTOR POWER
REQUIREMENTS
HP 15.0HP
FLA 19.0 FLA
SHEET NUMBER
5 OF 5
PROJECT NUMBER
Corolla Bay Pump Station
A
DRAWN BY DATE
INO.
I REVISION HISTORY
DATE
BY

A48H36126QRLP
ALARM HORN
ALARM
SILENCE
PUSHBUTTON
101
ALARM LIGHT
O T--7 n O
0
TPC—X
.P�.P
PUMP 1
PUMP 2
v
11
11
0
0
10
10
0
0
7
9
9
13
0
0
0
0
6
8
8
12
0
0
OMPONENTS
NAMEPLATE SCHEDULE
1) MCB
2) ECB
3) PUMP 1
4) PUMP 2
5) CONTROL
6) FLOAT BACKUP SYSTEM RESET
7) FLOAT BACKUP ACTIVE
8) HAND —OFF —AUTO
9) PUMP RUNNING
10) PUMP OVER TEMP.
11) SEAL FAIL
12) ALARM TEST
13) HIGH LEVEL
IE TOG
qw
SHOWN INSIDE
CLOUDED AREA ARE MOUNTED
ON INNER DOOR (DEAD FRONT)
LAYOUTS
iT TAT
T TAT
TAT
T T T T.
0
i��
mmm
mmm,
mmm
m m =
�� IGIIOI I
0
SHOW APPR❑XIMATE SIZE AND L❑CATI❑NS ONLY
C
THIS DRAWING CONTAINS PROPRIETARY
INFORMATION WHICH MUST NOT BE
DUPLICATED, USED, OR DISCLOSED IN
WHOLE OR IN PART WITHOUT PRIOR
WRITTEN CONSENT.
CS1 Controls.
°si°°ntr°'s.°°m
2221 Ford Drive — n5niond, oh aaaos
1—e00-746-6287
DUPLEX PUMP CONTROL PANEL
PANEL REQUIREMENTS
SYM.
VOLTAGE 460 VAC
PHASE 3 PHASE
FREQUENCY 60 Hz
sccR 5 I<A RMs sYM
TO TAL FLA 48.0 FLA
TYPE 4X
LARGEST MOTOR
POWER REQUIREMENTS
HP 15.0 HP
FLA 19,0 FLA
SHEET NUMBER
C
1 O r 1
PROJECT NUMBER
Corolla Bay Pump Station
A
nRAwN RY HATE
N0.
REVISION HISTORY
DATE
BY

C51 Controls. Submittal Bill of Material
Component
Manufacturer
Part
(Oty
Where Used:
Manufacturer
Part Number
1017493
1
ENCLOSURE
HOFFMAN
6000687
1
STEEL BCKPNL
HOFFMAN
1027169
1,828
ALUM
Ryerson
54288958
1029398
2
INNER DOOR PARTS
1034175
1
PDB1
MARATHON
1423552
1029314
1
PDB2
MARATHON
985GP03
1039243
6
T131
PHOENIX
3044160
1039247
2
TB1
PHOENIX
3044173
1038973
24
TB2, TB3, TB4
PHOENIX CONTACT
3044131
1039246
4
TB2, TB3, TB4
PHOENIX
3044157
1026029
1
GND1
ILSCO
AUO
1028348
1
GND2
ILSCO
TA2
1030696
1
GEN1
1030949
1
PH1
Macromatic Industrial Controls
PMPU
1034017
1
PH1
Macromatic Industrial Controls
70169D
1028522
1
INTLK1
Schneider Electric
S29369
1028521
2
ECB, MCB
Schneider Electric
S29338
1027980
2
ECB, MCB
Schneider Electric
6000232
2
CB1, CB2
Schneider Electric
1003025
1
C133
Schneider Electric
1012211
2
M1, M2
Schneider Electric
1012396
2
OL1, OL2
Schneider Electric
6002281
2
FU1, FU2
BUSSMANN
FNQ-R-5
1031448
1
FU1
Schneider Electric
DFCC2
6000868
1
XF1
Schneider Electric
1027933
2
FU3, FU4
BUSSMANN
MDL-2-R
1049089
2
FU3, FU4
PHOENIX CONTACT
3004171
1018742
1
PW1
IDEC
PS5R-VC24
1050831
1
CT1
1063297
2
SL1, SL2
SULZER
14195-16907006
Page 1 of 2

C$1 Controls_ Submittal Bill of Material
Component
Manufacturer
Part
(Oty
Where Used:
Manufacturer
Part Number
1041775
1
ALT1
Macromatic Industrial Controls
ARP120A6R
1003062
1
ALT1
IDEC
SR2P-06
1024318
3
CR1 - CR3
Schneider Electric
RPM42BD
1024326
3
CR1 - CR3
Schneider Electric
RPZF4
1031780
1
TD1
Schneider Electric
REXL4TMF7
1030214
14
CR4 - CR17
Schneider Electric
RXM4AB2F7
1028815
15
CR4 - CR17, TD1
Schneider Electric
RXZE2M114M
1033953
2
ETM1, ETM2
ENM Company
T50132
1017226
2
SS1, SS2
Schneider Electric
XB4BJ33
1028462
1
P131
Schneider Electric
XB4BA42
1027100
2
PB2, PB3
Schneider Electric
XB4BA21
1028513
1
PB3
Schneider Electric
ZBA147
1017411
2
LT3, LT4
Schneider Electric
XB4BVG3
1024711
5
LT1, LT2, LT6 - LT8
Schneider Electric
XB4BVG4
6001985
1
LT5
Schneider Electric
XB4BVG5
1032874
1
AL1
INGRAM PRODUCTS
SBN120AC-R
1034598
1
AH1
INGRAM PRODUCTS
AH115A8G
1060507
1
IS1
Macromatic Industrial Controls
ISDUR4
1047680
1
IS2
TURCK
MZB87P
1005699
1
WARNING LABEL
1060390
1
LOGO
1028758
1
UL STICKER
METALLICS INC.
1028503
1
UL STICKER
UNDERWRITERS LABORATORIES
1028516
1
SAME SCHEMATIC CHECK
CSI
PRODUCT SCHEMATIC
Page 2 of 2

TPC-X
PUMP CONTROLLER
INSTALLATION INSTRUCTIONS
Manufactured by: SJE Inc.
Technical support: [phone]
[e-mail]
www.csicontrols.com www.primexcontrols.com www.sjerhombus.com

TABLE OF CONTENTS
Warnings............................................................................... 1
Introduction and Specifications ............................................. 2
MainScreen..........................................................................
3
User Interface........................................................................
3
Alternation.............................................................................
4
LevelSetpoints......................................................................
4
Countsand ETMS.................................................................
5
LevelSimulation....................................................................
6
Advanced Settings................................................................
7
Remote Fault Status...........................................................
11
1/0 Status Screens..............................................................
11
Pump Down Operation........................................................
12
Pump Up Operation............................................................
14
LevelAlarms.......................................................................
15
Pump On/Off Delay Timers .................................................
15
Pump Start Failure Detection and External Disable Inputs
15
Setpoint Dwell Time............................................................
16
Alarms (Definition and Fixes) ..............................................
16
TPC-X Power Up Screen ....................................................
18
1/0 Terminal Configuration..................................................
18
TPC-X 1/0 Table................................................................
19
MODBUS Communication..................................................
20
MODBUS Registers............................................................
21
Mounting Dimensions..........................................................
22
Controller Dimensions.........................................................
23
Electrical Wiring Diagram ....................................................
24
TPC-X Controller Setpoints List ..........................................
25
SJE° TPC-X Controller User Manual

! WARNINGS
Failure to read and understand the information provided in this manual may result in personal injury or
death, damage to the product or product failure. Please read each section in its entirety and be sure
you understand the information provided in the section and related sections before attempting any of
the procedures or operations given.
Failure to follow these precautions could result in serious injury or death.
Keep these instructions with warranty after installation. This product must be
installed in accordance with National Electrical Code, ANSI/NFPA 70 so as to
prevent moisture from entering or accumulating within the controller housing.
!
ELECTRICAL SHOCK HAZARD
A qualified service person must install and service this product
according to applicable codes and electrical schematics.
AA
Disconnect power prior to servicing any equipment with the
TPC-X controller.
• Do not connect power to this equipment if it has been damaged or has any missing parts.
• The TPC-X contains no serviceable parts; do not attempt to repair this equipment.
• Do not install in areas with: excessive or conductive dust, corrosive or flammable gas,
moisture or rain, excessive heat, regular impact shocks, or excessive vibration.
!r I
EXPLOSION OR FIRE HAZARD
Do not use this product with flammable liquids. Do not install in
z `
hazardous locations as defined by National Electrical Code,
ANSI/NFPA 70.
Note: The float backup options talked about in this manual provide a backup for a level transmitter failure
only. They are integral to the TPC-X controller, and do not provide backup operation in the event of total
controller failure. A separate backup alarm float should always be used.
SJE° 1 TPC-X Controller User Manual

INTRODUCTION & SPECIFICATIONS
Congratulations, and thank you for your purchase of the TPC-X controller. This manual explains the
features and operations of the TPC-X controller which was designed to operate up to 3 pumps in a
pump up or pump down application. The controller sequences pumps on and off in response to a
change in level input. When used to control the level in a tank, the input is connected to a 4-20 mA
pressure transmitter or ultrasonic transmitter. A rotary selector wheel is included along with back and
escape pushbuttons for intuitive menu navigation and quick setting adjustments.
GENERAL
One, two or three pump controller
Pump up or pump down
Configurable units
Operates using 4-20mA level transmitter
Scalable 4-20mA output
Input for transmitter back up float switch
Rotary selector for menu navigation
2.7" blue OLED 64 x 256 pixel display
DIMENSIONS
7.2 x 5.3 x 2.0 inches (18.3 x 13.5 x5.1 cm)
PUMP CONTROL AND PROTECTION
Automatic pump alternation
Multiple alternation configurations
Pump seal fail detection
Pump overtemp detection
Pump fail to start
Pump run indication
Constant or variable speed
SYSTEM
Cycle counter/hour meters
• Alarm counts
• Number of starts for each pump
• Run time for each pump
Level simulation
ELECTRICAL SPECIFICATIONS
Power
• 24 VDC Class 2 (19-28 VDC, 325 mA max)
• Optional battery backup
Dedicated I/Os
• 11 digital inputs
• 6 relay outputs (120 VAC, 3A Max.)
• 1 analog input (4-20 mA, 14 bit resolution,
non -isolated)
• 1 analog output (4-20 mA, 12 bit resolution,
non -isolated, fully scalable)
Serial Communication Port
• RS-485 3-Wire (half duplex)
• Modbus RTU
• 9600 band, 1 stop bit, no parity
• Designed for complete compatibility with the
SJE Panel LinkTm Gateway.
ENVIRONMENT
Operational temperature 00 to 500C (320 to 122°F)
Storage temperature -20' to 600C (-40 to 140°F)
Relative Humidity (RH) 5% to 95%
(non -condensing)
Not outdoor rated —use only indoors or inside an
outdoor rated enclosure
SJE° 2 TPC-X Controller User Manual

PROGRAMMING
MAIN SCREEN
The main screen gives the operator an overview of the lift station status including any active alarms.
Alar
USER INTERFACE
Red LED Indicates
an Active Alarm
Green LED Indicates
a Demand on PUMP 1
Green LED Indicates
a Demand on PUMP 2
Green LED Indicates
a Demand on PUMP 3
Modbus Communication Indicator
Message Display
Q Back Button for Stepping
Backward and Changing Value
Adjustment Scale.
.ator
Level Bar Graph
Top = highest level setpoint
Bottom = 0.0 ft
Rotary Selector Wheel
• Turn wheel for scrolling
through menus or
adjusting values.
• Press wheel for ENTER
or to save settings.
® Button Returns To Previous Menu
Screen, and Exits a Parameter Edit
Screen Without Saving Changes.
SJE° 3 TPC-X Controller User Manual

MAIN MENU
While in the Main Display screen, press the ENTER button to view the Main Menu.
/_1111111119400F_11I[a]01
Main Menu
Alternation
0 Level Setpoints
0 Counts and ETMs
0 Flow Measurements
Level Simulation Disabled
0 Advanced Settings
Edit Alternation
Alternate
Pump 1 Lead
Pump 2 Lead
Pump 3 Lead
LEVEL SETPOINTS
These are the Level Setpoints that can be adjusted.
Level Setpoints
Lead Pump ON 10.0 ft
Lead Pump OFF 6.0 ft
Lag Pump ON 11.0 ft
Lag Pump OFF 6.0 f t
t Level Setpoints
Laq2 Pump ON 1.0 ft
Laq2 Pump OFF 6.0 ft
High Level Alarm 16.0 ft
ILow Level Alarm 0
An edit screen can be brought up by pressing the selection wheel when the desired setpoint is
highlighted.
— Edit Lead trump ON —
ft
Min: 0.1 Max: 20.0
SJE® 4 TPC-X Controller User Manual

To adjust the value simply scroll the wheel to the desired value and click the wheel to save the set-
ting. The adjustment scale will default to tenths. The adjustment scale can be set to tenths, ones,
tens and hundreds as shown on previous page. Depending on the specific adjustment, hundreds
may not be an option.
To adjust the scale, click the t button until the desired increment is highlighted.
Edit ---u Pumv ON - Edik, ....ad Pume ON - jdit Lead Pump ON
M.0 ft E00.0 ft Ei0.0 ft
Min: 0.1 Max: 20.0 Min: 0.1 Max: 20.0 Min: 0.1 Max: 20.0
Ones will be adjusted Tens will be adjusted Hundreds will be adjusted
The default scale is feet. This can be changed using the advanced settings menu.
To ignore any changes and return to the previous screen, press the ESC button or press and hold
the t button.
COUNTS AND ETMS (ELAPSED TIME METERS)
The following three screens show the nine different Counts and ETMs that are tracked.
Counts and ETMS
Pump
2
ETM
0.00 HRS
Pump
3
ETM
0.00 HRS
Pump
1
Run cycles
H
Counts and ETM
Pump H ETM 0.00 HRH
Pump 2 Run Cycles
Pump H Run Cycles
R
t Counts and ETMS
Pump 3 Run Cycles d
LOW LHVe1 Hiarms w
Backup Float Closures H
A CLEARING COUNT APPROVAL screen can be brought up by clicking the ENTER button when
the desired count is highlighted. Pump ETMs cannot be cleared.
OLEARINO COUNT APPROVAL
Are you SURE you want to clear
the counter below?
Press ENTER for YES, A for NO
Following the onscreen directions, press ENTER for YES, t for NO.
SJE° 5 TPC-X Controller User Manual

If ENTER is pressed the next screen will ask if you are sure you want to clear. If ENTER is pressed
for YES here, the count is permanently cleared to zero, and this action cannot be reversed.
WARNING?
Clearing the count is permanent
and Cannot be reversed.
Are you SURE you want to clear?
Eras ENTER for YES, A for NO
If t for NO is pressed you will be returned to the main Counts and ETMs screen.
FLOW MEASUREMENTS
The following screen shows the four flow rates that are ecalculated by the TPC-X. The calculations
are based on the Tank Diameter (see STATION DATA menu), and the tank fill time from Lead Pump
Off level to Lead Pump On level (for Station Inflow) or tank discharge time from Lead Pump On level
to Lead Pump Off level (for Pump GPM). The value shown is always for the most recently completed
fill or discharge cycle.
Flow Measurement
Station Inflow ... GPr
Fume 1 Flow OOO GPM
Fume 2 Flow OOO GPM
Fume 3 Flow OOO OFM
LEVEL SIMULATION
When Enabled, Level Simulation is used to temporarily use the selector wheel to simulate input
level changes. This can be helpful for troubleshooting a system to make sure the controller is
functioning correctly without actually having various level scenarios available.
Edit Level Simulation
Disabled
Simulate Mode (ESC to
Hold dawn A for coarse adi.
Rotate the selector wheel to make fine adjustments. To make coarse adjustments, press and hold
the t button while rotating the selector wheel.
SJE® 6 TPC-X Controller User Manual

ADVANCED SETTINGS
The Advanced Settings menu contains the following 18 settings.
Advanced Settings
Level Ut t Set
U. U Y T-
Number of Pumps
H
Pump ON Delay
H sec
Pump OFF Delay
H sec
Sotpoint Rwo11 Time
2 sec
Backup Float Run Time
H sec
Aux�Dis Input Function
Feedback
Starter Run Feedback Time 2 sec
Seal Fail Polarity
Normal
Tome Fail Reset Mode Auto —Reset
Aux Relay Function
Horn
MutooORstoOPwrFail Funot.
Muto�Rst
Max Pumps On At Once
H
Analog Out Low Level
0.0 f t
Analog Out High Level
15.0 f t
Level Units
Foot
Pumping Direction
Down
0 I�0 Status
0 Remote Fault Status
0 Station Data
TRANSMITTER RANGE
Enter the full range of your level transmitter. For example, for a 0-20' WC transmitter, the Transmitter
Range setting should be "020.0 ft". Allowable range: 1.0 to 999.9.
LEVEL OFFSET
Use the Level Offset if you want the displayed level to take into account space between the bottom
of the level transmitter and the bottom of the tank. If the level transmitter was mounted one foot
above the bottom of the tank, the Level Offset setting should be "001.0 ft". All level setpoints are
referenced to the displayed level, which includes any Level Offset. Allowable range: 0.0 to (999.9 —
Transmitter Range).
SJE® 7 TPC-X Controller User Manual

NUMBER OF PUMPS
Enter the number of pumps you are using. When set to `2', the controller operates as a duplex
controller using pumps 1 and 2. When set to `1', the controller operates as a simplex controller using
pump 1 only. Allowable Range: 1 to 3.
PUMP ON DELAY
This setting controls the minimum time allowed between one pump turn -on and the next pump turn -
on. If set to zero, this will allow multiple pumps to turn on simultaneously. Note: the Pump ON Delay
does not affect the first pump to turn on after power -up. Allowable range: 0 to 250 seconds.
PUMP OFF DELAY
This setting controls the minimum time allowed between one pump turn-off and the next pump turn-
off. If set to zero, this will allow multiple pumps to turn off simultaneously. Note: the Pump OFF Delay
does not affect the first pump to turn off after power -up. Allowable range: 0 to 250 seconds.
SETPOINT DWELL TIME
The controller provides a means of dealing with varying input levels around setpoints. The Setpoint
Dwell Time is a minimum time a setpoint level must stay active before the setpoint is recognized.
The interval can be set to a value from 0 to 99 seconds. A value of zero means the setpoint level
will be instantly recognized. This feature can be very useful in water pressure systems where the
pressure may rapidly vary for several seconds after a pump is turned off or on. In such a case, the
SETPOINT DWELL TIME setting should be set longer than the pressure takes to settle so pumping
will wait until the new pressure has stabilized. Allowable range: 0 to 99 seconds.
Example: assume the SETPOINT DWELL TIME setting is set to 8 seconds, and the LEAD
setpoint is set to 10 inches. In a pump down system, if the level goes up and stays >_ 10 inches,
the controller will recognize the setpoint as active after 8 seconds have passed. If within 8
seconds the level drops below 10 inches, the level is not recognized and the dwell timer is
reset.
BACKUP FLOAT RUN TIME
Set this value to the amount of time the pump(s) should continue to run after the backup float tips
back down. Setting this to 0 seconds will disable the float backup pump run feature, while still
allowing the float backup high level alarm feature to work. Allowable range: 0 to 999 seconds.
AUX/DIS INPUT FUNCTION
The Aux/Dis inputs can be set to function one of two ways:
Starter Run Feedback — The Aux/Dis input for each pump is feedback from the motor
contactor or other device (flow switch, current sensor, etc.) confirming that that pump did
start when it was called. From the time a pump is called to run, the Aux/Dis input for the
corresponding pump must close (short to COM) within the amount of time defined in Starter
Run Feedback Time, or else the Pump Fail To Start fault will be activated.
Pump Disable — The Aux/Dis input for each pump is a "pump disable" input, preventing the
corresponding pump from being called to run any time the input is closed (shorted to COM).
SJE° 8 TPC-X Controller User Manual

STARTER RUN FEEDBACK TIME
When the Aux/Dis Input Function setting is set to "Starter Run Feedback", this setting controls how
long the controller will wait after a pump is called to run for the corresponding Aux/Dis input to close.
If the Aux/Dis Input Function setting is set to "Pump Disable", this setting has no effect. Allowable
Range: 1 to 99 seconds.
SEAL FAIL POLARITY
By default, the Seal Fail Polarity is set to Normal, which means that the seal fail fault trips when the
resistance in the seal probe drops below 50k0. When Seal Fail Polarity is set to Inverted, the seal
fail fault trips when the resistance in the seal probe increased above 75kO.
Note: if using a single -wire seal probe, the probe should be wired to the seal leak input
terminal; no connection of the seal probe to the COM terminal is necessary if the controller is
properly grounded.
TEMP FAIL RESET MODE
By default the Temp Fail Reset Mode is set to Auto -Reset. After a pump overtemp sensor trips, the
contacts will re -close after a cool down. In Auto -Reset mode, a pump will be available to be called
when this happens. When Temp Fail Reset Mode is set to Latched, the pump will not be returned to
service until manually reset by an operator by pressing the ESC pushbutton or externally using the
MUTE/RESET input.
AUX RELAY FUNCTION
The Aux/Horn relay output can operate in one of several different modes:
Horn — This setting is intended to be used with an audible alarm. The relay will close on a high
level alarm, low level alarm, or high level float fault. If an operator uses an external pushbutton
on the MUTE/RESET input (or if the alarm condition goes away), this relay will open.
Seal — The relay will close if there is a seal fail condition on any pump.
Temp — The relay will close if there is a temperature fail condition on any pump.
Temp -Seal — The relay will close if there is a seal fail or temperature fail condition on any
pump.
All — The relay will close if there is a high level alarm, low level alarm, high level float alarm, or
seal fail or temperature fail condition on any pump.
MUTE/RESET/POWERFAIL FUNCTION
To use the Mute/Rest digital input (terminal J3-9) as an input for a Mute (also known as Silence)
pushbutton, set Mute/Reset/PowerFail Function to "Mute/Reset Pushbutton". To instead use thatdigi-
tal inout as an indication of a main power failure (when using a 24VDC backup battery to power the
TPC-X), use the "Power Fail Detection" setting. A power failure condition is detected whenever that
inout is closed. When a power fail occurs, an alarm message will be shown on the main screen im-
mediately. If you are using Modbus communication for a telemetry device such as the SJE Panel LinkT"
Gateway, the power fail fault indication Modbus bit will be delayed by the number of seconds indi-
cated in the Power Fail Delay Time setting. Theis allows the system to recover from very brief power
outages without remote alarm notification.
SJE° 9 TPC-X Controller User Manual

MAX PUMPS ON AT ONCE
Typically, the Max Pumps On At Once will be set the same as Number Of Pumps. However, if for
reasons of limiting the maximum current or maximum flow, the number of pumps running at the
same time needs to be limited, this setting can be lowered.
ANALOG OUT LOW LEVEL
This setting defines the displayed level reading that corresponds with 4.0 mA on the analog output.
This can be set below or above the Analog Out High Level setting.
ANALOG OUT HIGH LEVEL
This setting defines the displayed level reading that corresponds with 20.0 mA on the analog output.
This can be set above or below the Analog Out Low Level setting.
Example: If you want the 4-20 mA output to be scaled such that it outputs 4mA at a 5.0-ft level
reading, and 20 mA at a 10.0-ft level reading, you would set the Analog Out Low Level setting
to 5.0 ft, and the Analog Out High Level setting to 10.0 ft.
LEVEL UNITS
This setting defines what units label is applied to the level input reading and all level settings. The
available settings are: inches, feet, meters, centimeters, PSI, kPa, and bar.
PUMPING DIRECTION
While most applications of the TPC-X are for a pump down system, it can also be used in pump
up applications. Because this represents such a major shift in how the controller operates, when
changing from one pumping direction to the other, all other user settings are set to default values.
To prevent this from occurring accidentally, changing the pumping direction requires progressing
through two confirmation screens.
Note: If for some reason the user wishes to restore all settings to factory defaults, this can be
done by changing the Pumping Direction, then changing it back again.
STATION DATA
This information is not used in any control or alarm functions, and is simply for the user's future
reference. The pump's horsepower, voltage, and FLA, as well as the tank diameter and height of the
tank inlet pipe, can be entered here and referred to at a later date.
Station Data
...
Pump Voltage 999
Pump FLA 999.9 FLA
Tank Diameter 999.9 ft
Inlet Height 999.9 ft
SJE° 10 TPC-X Controller User Manual

REMOTE FAULT STATUS
The Remote Fail Status menu contains the following two settings:
Remote Fault Status
Power Fail Delay Time 20 sep
Max. Pump Run Time 0.0 Rr~
POWER FAIL DELAY TIME
This setting controls the number of seconds of delay after a power failure is detected (on input J3-9)
until the Power Fail fault is indicated via Modbus. Allowable range: 0 to 999 seconds.
MAX. PUMP RUN TIME
If any pump runs continuously for the amount of time specified by thi ssetting, the Max Run Time fault
is indicated via Modbus. Note: this fault will not turn off the pump or otherwise affact the running of the
pump(s); it is for Modbus notification only. Turn off this feature by setting Max. Pump Run Time to 0.
Allowable range: 0 to 99.9 hours.
1/0 STATUS SCREENS
I / 0 Sta-uuzo
® Digital
0 Relay Output Status
0 Analog 1/0 Status
DIGITAL INPUT STATUS
Digital Input Status
Temp Seal Aux Mute
Pump 1 - -
Pump - - Hi Float
Pump H - -
This screen shows the status of all eleven digital (discrete) inputs. Each input is shown as either
open circuit ("Open") or closed circuit, meaning shorted to COM ("Clsd"). This can be used for
troubleshooting to make sure the controller is seeing changes in input states.
SJE° 11 TPC-X Controller User Manual

RELAY OUTPUT STATUS
— Relay Output Status
Pump 1 High Alarm
Pump 2 Law Alarm
Pump 3 9 Horn/Aux �
This screen shows the status of all six relay outputs. Each relay output is shown as either open
circuit ("Off") or closed circuit ("On"). This can be used for troubleshooting to make sure the controller
is turning on and off the output relays you expect it to.
ANALOG 1/0 STATUS
Analog I/O Status
Al Level A Out
This screen shows the current in mA of the analog input (Al Level) and analog output (A Out). This
can be used for troubleshooting to make sure the 4-20 mA signals are behaving as expected.
OPERATION
PUMP DOWN OPERATION
Pump down control is used in applications like wastewater lift stations, where a liquid flows into a
tank and must be pumped out. A level transmitter sends the present level to the controller where it is
continually monitored and displayed.
Pump Down Operation with Number of Pumps = 1
When Number of Pumps = 1, the only pump controlled will be Pump 1, and the Lead Pump ON/OFF
setpoints are used. When the level rises above the Lead Pump ON Setpoint, the pump will be called
to run; when the level drops below the Lead Pump OFF Setpoint, the pump will be turned off.
Pump Down Operation with Number of Pumps = 2
When Number of Pumps = 2, the Lead pump will initially be Pump 1 and the Lag pump will be Pump 2.
Pump Operation when Sequence = Pump 1 Lead or Pump 2 Lead
When the level rises above the Lead Pump ON Setpoint, the Lead pump will be called to run;
when the level drops below the Lead Pump OFF Setpoint, the Lead pump will be turned off. If
the level rises to the Lag Pump ON setpoint, the Lag pump will run; when the level drops below
the Lag Pump OFF Setpoint, the Lag pump will be turned off.
Pump Operation when Sequence = Alternate
Pumping works the same as mentioned in the previous paragraph, except when any pumps
were running and all have turned off, the pump assignment will alternate as follows:
SJE° 12 TPC-X Controller User Manual

Current Pump Assignment
Lead Lag
Next Pump Assignment
Lead Lag
Pump 1
Pump 2
Pump 2
Pump 1
Pump 2
Pump 1
Pump 1
Pump 2
Pump Down with Number of Pumps = 3
When Number of Pumps = 3, the Lead pump will initially be Pump 1, the Lag pump will initially be
Pump 2, and the Lag2 pump will initially be Pump 3.
Pump Operation When Sequence = Pump X Lead
When the level rises above the Lead Pump ON Setpoint, the Lead pump will be called to run;
when the level drops below the Lead Pump OFF Setpoint, the Lead pump will be turned off. If
the level rises to the Lag Pump ON setpoint, the Lag pump will run; when the level drops below
the Lag Pump OFF Setpoint, the Lag pump will be turned off. If the level rises to the Lag2
Pump ON setpoint, the Lag2 pump will run; when the level drops below the Lag2 Pump OFF
Setpoint, the Lag2 pump will be turned off.
Pump Operation When Sequence = Alternate
Pumping works the same as mentioned in Pump X Lead above, except when any pumps were
running and all have turned off, the pump assignment will alternate as follows:
Pump Down Single -Float Backup System
In pump down applications, a single float Backup System is available to provide a redundant means
of pumping. If the level transmitter fails, the backup system can provide pump control to prevent
potential problems. A normally -open float switch is positioned in the tank to close at levels above
normal pumping levels, and is connected to the HIGH FLOAT input. If the level rises above the
backup float switch position, the Backup System will activate. The Backup System is enabled when
the BACKUP FLOAT RUN TIME setting is a non -zero value.
If the Backup System float closes, and backup is enabled, and the controller is not already calling for
all available pumps then the backup mode is initiated and the lead pump is called to run. If the level
drops below the Backup System float position, the lead pump will continue to pump for the BACKUP
FLOAT RUN TIME interval. If the level does not drop below the Backup System float position within
30 seconds of the lead pump turning on, and the system has more than one pump available, the lag
pump will then also turn on; if the level does not drop within 60 seconds of the lead pump turning on,
and the system has more than two pumps available, the Lag2 pump will then also turn on. If either
of the lag pumps runs and the level drops below the Backup System float position, each of the lag
pumps will respectively pump for the BACKUP FLOAT RUN TIME interval from when the float switch
opened before turning off. Activation of the Backup System will be indicated on the display and
remain until cleared by the ESC button or the external reset/mute button.
SJE° 13 TPC-X Controller User Manual

This single -float backup provides a backup for a level transmitter failure only. It is integral to the
TPC-X controller, and does not provide backup operation in the event of total controller failure. A
separate backup alarm float should always be used.
PUMP UP OPERATION
Pump up control is used in applications like water distribution, where pressure must be controlled in
a fill tank (e.g. a water tower). In such an application, the level is sensed by a pressure transmitter
mounted in the base of the tank. The controller operates pumps to raise the level (and therefore
pressure) in the tank. Simply viewed, pump up control is like pump down control but the setpoints
are inverted.
Pump Up Operation with Number of Pumps = 1
When Number of Pumps = 1, the only pump controlled will be Pump 1, and the Lead Pump ON/OFF
setpoints are used. When the level drops below the Lead Pump ON Setpoint, the pump will be called
to run; when the level rises above the Lead Pump OFF Setpoint, the pump will be turned off.
Pump Up Operation with Number of Pumps = 2
When Number of Pumps = 2, the Lead pump will initially be Pump 1 and the Lag pump will be
Pump 2.
Pump Operation when Sequence = Pump X Lead
When the level drops below the Lead Pump ON Setpoint, the Lead pump will be called to run;
when the level rises above the Lead Pump OFF Setpoint, the Lead pump will be turned off. If
the level drops to the Lag Pump ON setpoint, the Lag pump will run; when the level rises above
the Lag Pump OFF Setpoint, the Lag pump will be turned off.
Pump Operation when Sequence = Alternate
Pumping works the same as mentioned in Pump X Lead above, except when any pumps were
running and all have turned off, the pump assignment will alternate as follows:
Current Pump Assignment Next Pump Assignment
Lead Lag Lead Lag
Pump 1 Pump 2 Pump 2 Pump 1
Pump 2 Pump 1 Pump 1 1 Pump 2
Pump Up with Number of Pumps = 3
When Number of Pumps = 3, the Lead pump will initially be Pump 1, the Lag pump will initially be
Pump 2, and the Lag2 pump will initially be Pump 3.
Pump Operation When Sequence = Pump X Lead
When the level drops below the Lead Pump ON Setpoint, the Lead pump will be called to run;
when the level rises above the Lead Pump OFF Setpoint, the Lead pump will be turned off. If
the level drops to the Lag Pump ON setpoint, the Lag pump will run; when the level rises above
the Lag Pump OFF Setpoint, the Lag pump will be turned off. If the level drops to the Lag2
Pump ON setpoint, the Lag2 pump will run; when the level rises above the Lag2 Pump OFF
Setpoint, the Lag2 pump will be turned off.
SJE° 14 TPC-X Controller User Manual

Pump Operation When Sequence = Alternate
Pumping works the same as mentioned in Pump X Lead above, except when any pumps were
running and all have turned off, the pump assignment will alternate as follows:
Level Alarms
When the level is equal to or below the Low Level Alarm Setpoint, a low alarm condition will be
activated and will remain active until cleared. When a low alarm is active, the low alarm relay
contacts will be closed, and the horn relay contacts will be closed (if AUX RELAY FUNCTION =
HORN or ALL). A low alarm condition is cleared when the level rises above the Low Level Alarm
Setpoint.
When the level is equal to or above the High Level Alarm Setpoint, a high alarm condition will be
activated and will remain active until cleared. When a high alarm is active, the high alarm relay
contacts will be closed, and the horn relay contacts will be closed (if AUX RELAY FUNCTION =
HORN or ALL). A high alarm condition is cleared when the level is below the High Level Alarm
Setpoint.
Pump On/Off Delay Timers
The controller provides a means of preventing one or more pumps from starting or stopping at the
same time. The PUMP ON DELAY setting is an interval to wait after a pump turns on before allowing
another pump to turn on. The PUMP OFF DELAY setting is an interval to wait after a pump turns off
before allowing another to turn off. The PUMP ON DELAY and the PUMP OFF DELAY settings can
be set to a value from 0 to 250 seconds. A PUMP ON DELAY setting of 0 will allow pumps to turn
on simultaneously; a PUMP OFF DELAY setting of zero will allow pumps to turn off simultaneously.
Pump Start Failure Detection and External Disable Inputs
The controller provides inputs to detect pump failure -to -start conditions and the same inputs can be
used to externally disable pumps.
Pump Start Failure Detection Inputs
To use the inputs as start failure detection inputs, the AUX/DIS INPUT FUNTION setting must
be set to STARTER FEEDBACK. The controller monitors the Aux/Disable input to detect a
pump failure to start condition. A fault is detected if a contact closure from the input to ground
is not made within the startup detect interval. The STARTUP DETECT INTERVAL setting can
be set from 1 to 99 seconds. For example, say STARTUP DETECT INTERVAL is set to 15
seconds and a pump is called to start. If the Aux/Disable input for that pump is not connected to
ground within 15 seconds, a pump failure to start will be reported.
The failure will be reported on the display until reset by an operator by pressing the ESC
pushbutton or externally using the MUTE/RESET input. When a pump failure occurs, a
message will be reported, the horn relay contacts will be closed (if Horn = ENABLED) and the
pump will be removed from service.
SJE° 15 TPC-X Controller User Manual

External Disable Inputs
To use the inputs as pump disable inputs, the AUX/DIS INPUT FUNTION setting must be set
to PUMP DISABLE. The controller monitors the Aux/Disable input to detect a contact closure to
ground. A pump will be disabled if the Aux/Disable input shows a connection to ground.
Setpoint Dwell Time
The controller provides a means of dealing with varying input levels around setpoints. The Setpoint
Dwell Time is a minimum time a setpoint level must stay active before the setpoint is recognized.
The interval can be set to a value from 0 to 99 seconds. A value of 0 means the setpoint level
will be instantly recognized. This feature can be very useful in water pressure systems where the
pressure may rapidly vary for several seconds after a pump is turned off or on. In such a case, the
SETPOINT DWELL TIME setting should be set longer than the pressure takes to settle so pumping
will wait until the new pressure has stabilized
As an example, assume the SETPOINT DWELL TIME setting is set to 8 seconds, and the LEAD
setpoint is set to 10 inches. In a pump down system, if the level goes up and stays >_ 10 inches, the
controller will recognize the setpoint as active after 8 seconds have passed. If within 8 seconds the
level drops below 10 inches, the level is not recognized and the dwell timer is reset.
Pump Runtime Limiter
When the Alternation mode is set to "Alternate", if a pump runs for 24 hours continuously, the alter-
nator will advance to the next lead pump, turning off the currently running lead pump and starting the
next pump as the new lead pump. This 24 hour period cannot be adjusted by the user.
ALARMS
ALARM TEXT
DEFINITION
FIX
HIGH LEVEL
The level is at or above the High Level
Check pump operation, check
I
ALARM
setpoint
in -flow, check level transmitter
HIGH LEVEL FLOAT
The high level (backup) float is closed
Check pump operation, check
in -flow, check level transmitter
HIGH LEVEL FLOAT
The high level (backup) float had
Press ESC to reset, check pump
(LATCHED)
closed in the past, but is now open
operation, check in -flow, check
level transmitter
LOW LEVEL
The level is at or below the Low Level
Check wet well, check level
ALARM
setpoint
transmitter
PUMP 1 DISABLED
The Pump 1 Disable input is closed
Open the Pump 1 Disable input
PUMP 1 FAILED TO
Pump 1 was called to run but the
Press ESC to reset, check pump
START
Pump 1 Aux input did not close within
operation, check overload trip
the user -specified time
PUMP 1 SEAL FAIL
The Pump 1 seal probe input
Check pump seal
resistance to ground has dropped
below 50ks2 (or above 75kQ if Seal
Fail Polarity is set to INVERTED)
SJE° 16 TPC-X Controller User Manual

ALARMS
ALARM TEXT
DEFINITION
FIX
PUMP 1 TEMP FAIL
The Pump 1 temp input is open
Check voltage, pump clogging, or
wear
PUMP 1 TEMP FAIL
The Pump 1 temp input had opened in
Press ESC to reset, check voltage,
(LATCHED)
the past, but is now closed again
pump clogging, or wear
PUMP 2 DISABLED
The Pump 2 Disable input is closed
Open the Pump 2 Disable input
PUMP 2 FAILED TO
Pump 2 was called to run but the
Press ESC to reset, check pump
START
Pump 2 Aux input did not close within
operation, check overload trip
the user -specified time
PUMP 2 SEAL FAIL
The Pump 2 seal probe input
Check pump seal
resistance to ground has dropped
below 50kQ (or above 75kQ if Seal
Fail Polarity is set to INVERTED)
PUMP 2 TEMP FAIL
The Pump 2 temp input is open
Check voltage, pump clogging, or
wear
PUMP 2 TEMP FAIL
The Pump 2 temp input had opened in
Press ESC to reset, check voltage,
(LATCHED)
the past, but is now closed again
pump clogging, or wear
PUMP 3 DISABLED
The Pump 3 Disable input is closed
Open the Pump 3 Disable input
PUMP 3 FAILED TO
Pump 3 was called to run but the
Press ESC to reset, check pump
START
Pump 3 Aux input did not close within
operation, check overload trip
the user -specified time
PUMP 3 SEAL FAIL
The Pump 3 seal probe input resis-
Check pump seal
tance to ground has dropped below
50kQ (or above 75kQ if Seal Fail
Polarity is set to INVERTED)
PUMP 3 TEMP FAIL
The Pump 3 temp input is open
Check voltage, pump clogging, or
wear
PUMP 3 TEMP FAIL
The Pump 3 temp input had opened in
Press ESC to reset, check voltage,
(LATCHED)
the past, but is now closed again
pump clogging, or wear
TRANSMITTER
The 4-20 mA level input signal is
Check level transmitter operation,
SHORT CIRCUIT
greater than 20.25 mA
wiring, and vent tube.
TRANSMITTER
The 4-20 mA level input signal is less
Check level transmitter operation,
OPEN CIRCUIT
than 3.75 mA
wiring, and vent tube.
POWER FAILURE
The Mute/Reset/PowerFail Function
Verify proper control panel
DETECTED
setting is set to "Power Fail", and the
incoming voltage, and check for
Power Failure input (J3-9) is closed.
tripped breakers or blown fuses.
SJE° 17 TPC-X Controller User Manual

TPC-X POWER UP SCREEN (VERSION)
On power up, the screen will display the version of the program. Always have the version number
ready when contacting the factory for service.
%411�
Model TPC-X Rev 1.0
1/0 TERMINAL CONFIGURATION
O
O
00
Oo
®
� we
N N/C
L
W OV
24VDC IN O
cn D+
rn D- M
�1 SHIELD
W A OUT O
Q0 AO COM
01
p N/C
GND
+24 VDC SUPPLY
of
N GND
Al LEVEL
P
Al COM
SHIELD
C)
®
ZAUX/
PUMP 3 LEAK IN
N
N —THORN
PUMP 2 LEAK IN
W Z
L
W
PUMP 1 LEAK IN
o
HIGH
� S
z
MUTE/RESET
L
Z IN)Cz
HIGH FLOAT
m
J PUMP 3 m
PUMP 3 AUX I DIS
�
PUMP 2 AUX / DIS
PUMP
00 S
PUMP 1 TEMP IN
L0
Cfl Z
PUMP 2 TEMP IN
-t
O J PUMP
PUMP 3TEMP IN
co
PUMP 1 AUX / DIS
N
NSLOW
COM
O
O
O
O
SJE°
TPC-X Controller User Manual

TPC-X 1/0 TABLE
POWER ACOMMUNICATIONS
PIN
NAM
DESCRIPTION
1
N/C
- NO CONNECTION -
2
N/C
- NO CONNECTION -
3
OV
RETURN FOR +24 VDC SUPPLY
4
+24 VDC
19 - 28 VDC SUPPLY
5
D+
MODBUS (RS-485 NON -INVERTING)
6
D-
MODBUS (RS-485 INVERTING)
7
SHIELD
8
A OUT
4-20 mA LOOP, POWER SUPPLIED
9
AO COM
4-20 mA LOOP RETURN
10
N/C
I - NO CONNECTION -
11
GND
PROTECTIVE EARTH GROUND
12
GND
PROTECTIVE EARTH GROUND
PIN
J2 RELAY OUTPUTS
F NAME A ESCRIPTION
1
AUX / HORN
AUX/HORN RELAY CONTACTS
2
3
HIGH
HIGH ALARM RELAY CONTACTS
4
5
PUMP 3
PUMP 3 RELAY CONTACTS
6
7
PUMP 2
PUMP 2 RELAY CONTACTS
8
9
PUMP 1
PUMP 1 RELAY CONTACTS
10
11
LOW
LOW ALARM RELAY CONTACTS
12
PIN
J3 DIGITAL
NAME
INPUTS
DESCRIPTION
1
COM
INPUT COMMON RETURN
2
PUMP 1 AUX / DIS
PUMP 1 AUX/DISABLE INPUT
3
PUMP 3TEMP IN
PUMP 3 TEMP SENSOR INPUT
4
PUMP 2TEMP IN
PUMP 2 TEMP SENSOR INPUT
5
PUMP 1 TEMP IN
PUMP 1 TEMP SENSOR INPUT
6
PUMP 2 AUX / DIS
PUMP 2 AUX/DISABLE INPUT
7
PUMP 3 AUX / DIS
PUMP 3 AUX/DISABLE INPUT
8
HIGH FLOAT
HIGH ALARM FLOAT INPUT
9
MUTE/RESET
MUTE/RESET INPUT
10
PUMP 1 LEAK IN
PUMP 1 LEAK SENSOR INPUT
11
PUMP 2 LEAK IN
PUMP 2 LEAK SENSOR INPUT
12
PUMP 3 LEAK IN
PUMP 3 LEAK SENSOR INPUT
13
SHIELD
14
Al COM
4 - 20 mA LOOP RETURN
15
Al LEVEL
4 - 20 mA LOOP INPUT
16
+24 VDC OUT
LEVEL TRANSMITTER SUPPLY
Note:
Pins J1-3, J1-7, J1-11, J1-12, J3-1, J3-13 and
J3-14 are all internally connected, and should
be wired to Protective Earth Ground at terminal
J1-11 or J1-12.
SJE° 19 TPC-X Controller User Manual

MODBUS COMMUNICATION
ZIPLink Module
P/N ZL-RTB-RJ12
The TPC-X is equipped with Modbus RTU support using the D+ and D- RS-485 terminals. The
Modbus registers and communications specifications are designed work with an SJE Panel Link I
Gateway right out of the box.
• Baud Rate: 9600 baud
• Data Bits: 8 bits
• Stop Bits: 1 bit
• Parity: None
• Node Address: 1
• Modbus Function Codes Supported:
• Read Holding Registers (003)
• Write Single Register (OX06)
• Write Multiple Registers (0x10)
Anytime the TPC-X receives a valid Modbus request, a "Modbus Communication Active" icon
(I -ICI) will appear on the Main Screen for 60 seconds. So if the Modbus master device is sending
a Modbus request more often than once every 60 seconds, the icon will effectively be displayed
continuously.
To connect the TPC-X and the SJE Panel Link' Gateway, follow the connection diagram below.
CAUTION:
The cable is directional.
Be sure the cable is
oriented correctly.
Custom RJ-11 Cable
P/N 1038335
TPC-X /
TERMINAL BLOCK J1 /
INPUT
RS-485
4-20mA
POWER
OUTPUT
O
_ F O
>
W D U
p p
U U
`z
v
+
= O O
U Z Z
z
o +
0
cn ¢ ¢
z C7 C9
1 2
3 4
5 6
7 8 9
10 11 12
/1 /1 /1 41 1 /1 I/ 11 1/ /111
SJE° 20 TPC-X Controller User Manual

The following is a list of all accessible Modbus registers.
Type
Read/Write
HoldingAccess
Number
2001
..
AddressRegister Register
42002
.(Other
Pump Data - HP
Read/Write
2002
42003
Pump Data - Voltage
Read/Write
2003
42004
Pump Data - FLA
Tenths of Amps
Read
2004
42005
Station In -flow
GPM (`)
Read
2005
42006
Level
Tenths of Feet
Read
2006
42007
--not used --
Read
2007
42008
--not used --
Read
2008
42009
--not used --
Read
2009
42010
--not used --
Read
2010
42011
Pump 1 GPM
GPM (')
Read
2011
42012
Pump 2 GPM
GPM (")
Read
2012
42013
Pump 3 GPM
GPM (`)
Read
2013
42014
--not used --
Read
2014
42015
Pump1 Starts/24hrs
(")
Read
2015
42016
Pump2 Starts/24hrs
(")
Read
2016
42017
Pump3 Starts/24hrs
(**)
Read
2017
42018
--not used --
Read
2018
42019
Pump 1 Run Time Per 24 hrs
Minutes (")
Read
2019
42020
Pump 2 Run Time Per 24 hrs
Minutes (`")
Read
2020
42021
Pump 3 Run Time Per 24 hrs
Minutes (")
Read
2021
42022
--not used --
Read
2022
42023
Station Inflow Per 24 hrs
Hundreds of Gallons (")
Read
2023
42024
0
Pump 1 Running
1
Pump 1 Fault
2
Pump 1 Auto
(Not Disabled = 1, Pump Disabled = 0)
3
Pump 2 Running
4
Pump 2 Fault
5
Pump 2 Auto
(Not Disabled = 1, Pump Disabled = 0)
6
Pump 3 Running
7
Pump 3 Fault
8
Pump 3 Auto
(Not Disabled = 1, Pump Disabled = 0)
9-15
--not used --
Read
2024
42025
0
--not used--
1
Power Fail
2
--not used--
3
High Level Alarm (Transmitter)
4-9
--not used--
10
High Level Alarm (Float)
11
Low Level Alarm
12
Pump Run Time Fault
13-15
--not used --
Read
2025
42026
--not used --
Read
2026
42027
--not used --
Read
2027
42028
0
Pump 1 Seal Fail
1
Pump 2 Seal Fail
2
Pump 3 Seal Fail
3-15
--not used --
Holding Register numbers 2010 through 2012 hold the calculated GPM of each pump for that pump's last completed pumping cycle
as the lead pump. Likewise, Holding Register 2004 holds the calculated GPM of the station inflow for the most recently completed fill
cycle.
" Holding Register numbers 2014 through 2022 hold totals for the most recently completed 24-hour period. A 24-hour period begins at
power -on, and ends 24 hours later, at which time the next 24-hour period begins. (When powering off, TPC-X saves to memory where it
was in the 24-hour timing cycle, and then when powered up, the timing picks back up where it left off.)
SJE® 21 TPC-X Controller User Manual

MOUNTING DIMENSIONS
Not to scale. Do not use as a template.
SJE° 22 TPC-X Controller User Manual

•
1'p
� pVMp I
® P�Mp heel TPck�J�
2
� PVMp Aeu Lp
3
0
PRFSSFORFNTER
•
7FQ-2Z k�E
Q ALARM I A
tlodel TPC-X� Rev 1.0
• PUMP
I
• PUMP 2
• PUMP 3
PTW �bWTER
0
•

ELECTRICAL WIRING DIAGRAM
PUMP 1 AUX
M1
PUMP 2 AUX
PUMP 3 AUX
M
HIGH FLOAT
-A;-�
MUTE/RESET
PUMP1�
SEAL FAIL
II
III
PUMP 2
SEAL FAIL
II
III
PUMP
SEAL FAIL
II
III
�— S
I
1 4-20mA LEVEL I_--
TRANSMITTER 1--rj- +
L - - - - - - - - - -1
4
TPC-X CONTROLLER
1 COM
2
PUMP 1 AUX/DIS
LOW C
111 2
3
PUMP 3TEMP IN
4
PUMP 2 TEMP IN
10
PUMP 1 `
9
5
PUMP 1TEMP IN
N
s
PUMP C
6
PUMP 2 AUX/DIS
�
7
7
PUMP 3 AUX/DIS
6
PUMP3 `
5
8
HIGH FLOAT
4
W
HIGH C
3
9
MUTE/RESET
2
AUX/HORN C
1
10
PUMP 1 LEAK IN
GND 12
GND 11 0
N/C 100
11
PUMP 2 LEAK IN
AO COM 9
A OUT 8
SHIELD 7
r
12
PUMP 3 LEAK IN
D- 6
D+ 5
13
SHIELD
+24VDC 4
0 14
Al COM
OV 3
15
Al LEVEL
N/C 20
16
+24VDC OUT
N/C 1 0
24VDC CLASS 2
POWER SUPPLY
+V -V
PUMP 1
TEMP SENSOR
PUMP 2
TEMP SENSOR
--a j,L R2
PUMP 3
TEMP SENSOR
—o HAND R1 01-1
OFF--,--OI M1
— AUTO
— HAND R2 OL2
OFF--,---O M2
0 AUTO
— HAND R3 OL2
OFF------� M3
0 AUTO
FLASHER
RED
---C1 • �
AUDIBLE ALARM
1(j--J4-20mA MONITOR I
OR TELEMETRY I
L - - - - - - - - - J
rSJE PANEL LINK I
I OR OTHER RS-4851
MODBUS DEVICE I
--<+24V
SJE° 24 TPC-X Controller User Manual

TPC-X CONTROLLER SETPOINTS LIST
LEVEL
SETPOINTS
Lead Pump ON
MIN
I 0
MAX
999.9
DEFAULT VALUE
7.0
USER SETTING
Lead Pump OFF
0
999.9
4.0
Lag Pump ON
I 0
999.9
8.0
Lag Pump OFF
0
999.9
4.0
Lag2 Pump ON
0
999.9
9.0
Lag2 Pump OFF
I 0
999.9
4.0
High Level Alarm
0
999.9
10.0
ADVANCED
Low Level Alarm
SETTINGS
Transmitter Range
0
1.0
999.9
999.9
3.0
15.0
Level Offset
0
999.9
1.0
Number Of Pumps
I 1
3
2
Pump ON Delay
0
250
5 sec
Pump OFF Delay
0
250
5 sec
Setpoint Dwell Time
I 0
99
2 sec
Backup Float Run Time
0
999
0 sec
Aux/Dis Input Function
List
Feedback
Starter Run Feedback Time
1
1 99
2 sec
Seal Fail Polarity
List
Normal
Temp Fail Reset Mode
List
Auto -Reset
Aux Relay Function
List
Horn
Mute/Rst/PwrFail Function
List
Mute/Rest
Max Pumps On At Once
1 1
3
2
Analog Out Low Level
I 0
999.9
0.0
Analog Out High Level
0
999.9
16.0
Level Units
List
Feet
ISTATION
Pumping Direction
DATA
Power Fail Delay time
I List
0
1 999
Down
20
ISTATION
Max. Pump Run Time
DATA
Pump Horsepower
I 0
0
99.9
999
0.0
10
Pump Voltage
I 0
999
460
Pump FLA
0
999.9
15.0
Tank Diameter
0
999.9
6.0
Inlet Height
I 0
999.9
1 0.0
SJEc' 25 TPC-X Controller User Manual

Warning: Users must read this manual and understand controller operation before changing any settings.
Entering incorrect settings may result in damage to equipment.
If the TPC-X controller was shipped pre -installed in a control panel, some default values may have been
changed at the factory in order to properly test the control panel operation. The user must adjust the settings
to the requirements of their particular installation
The user should always keep a record of the settings before making changes, in case there is a need to
revert to previous settings. The user should also record all settings changed for use in programming a new
controller in case a replacement is ever needed.
Always thoroughly test controller operation in the installed configuration to verify user settings.
Manufactured by: SJE Inc.
Technical support: [phone]
[e-mail]
www.csicontrols.com www.primexcontrols.com www.sjerhombus.com
©2019 SJE, Inc. All Rights Reserved. PIN 1050851 D 08119

PRIMARY CONTROL
Submersible Level Transmitter
for Reliable Level Control
FEATURES & BENEFITS
• Provides continuous level monitoring in level control applications
• Standard 4-20mA signal
• Transmitter wetted components are designed with nonconductive
materials to provide electrical isolation barrier
• 18/2 shielded cable with vent tube
• Provided with removable lock -in -place stabilizing weight
• Reverse polarity protected
• Multiple ranges and cable lengths available
• Optional 6 hook bracket available
• Two-year limited warranty
PUM
: [
CON DIT
HOOK
BRACKET
_ SENSOR'
CONDUIT
44
•�
CJHM LEVEL
DAM 1fP
TWAT
LVW LE`.�EL
aLK
v v.
Toll Free: 1-800-363-5842
Phone: [phone] • Fax: [phone]
www.csicontrols.com
9500310A 02017 CS1 Controls Rev 11117
SPECIFICATIONS
• Measuring Ranges: 7.25 PSI (16.7 ftWC)
and 14.50 PSI (33.4 ftWC)
• Accuracy: 1 % full scale
• Operating Temperature: 32-122OF (0-50°C)
• Output: 4-20mA, loop powered
• Excitation Voltage:
8-32 VDC reverse polarity protected
• Overpressure Protection: 58 PSI (133.6 ftWC)
• IP Rating: IP 68 for permanent submersion
• Sensor Housing Dimensions:
2.0" diameter x 5.62" length (51 mm x 143 mm)
• Cable: TPE, 18 AWG, 2-wire shielded
with vent tube
Part Number
1053719
Description
SLX, 16.7 ftWC, 25 ft. cable
1053720
SLX, 16.7 ftWC, 50 ft. cable
1053723
SLX, 33.4 ftWC, 25 ft. cable
1053724
SLX, 33.4 ftWC, 50 ft. cable
1052813
6 hook bracket (optional)

SECONDARY CONTROL
FLOAT SWITCH - CONTROL DUTY
2900 MERCURY SERIES - NARROW ANGLE FLOAT SWITCH
GENERAL
DESIGNED FOR ACCURATE LIQUID LEVEL CONTROL IN MANY APPLICATIONS INCLUDING
SEWAGE ENVIRONMENTS. THE FLOAT SWITCH CAN BE UTILIZED TO SIGNIFY SPECIFIC
WATER LEVELS OR FOR DIRECT ALARM ACTUATION.
NORMALLY OPEN (N/0)
THE CONTACTS ARE OPEN (OR OFF) IN THE HANGING POSITION. AS THE FLOAT
RISES 1" (5°) ABOVE HORIZONTAL, THE CONTACTS BECOME CLOSED AND
ACTUATE (TURN ON) THE SWITCH. THIS FLOAT IS GENERALLY USED IN PUMP DOWN
APPLICATIONS.
THE CONTACTS ARE CLOSED (OR ON) IN THE HANGING POSITION. AS THE FLOAT
RISES 1" (5°) ABOVE HORIZONTAL, THE CONTACTS BECOME OPEN AND ACTUATE
(TURN OFF) THE SWITCH. THIS FLOAT IS GENERALLY USED IN PUMP UP
00 APPLICATIONS.
SINGLE POLE, DOUBLE THROW (SPDT)
A VARIATION OF THE PREVIOUSLY LISTED SWITCHES. THIS FLOAT SWITCH CAN BE
WIRED TO OPERATE AS EITHER (BUT NOT BOTH) A NORMALLY OPEN OR NORMALLY
CLOSED SWITCH BASED ON THE USER'S NEED.
C ( us
LISTED
EM CONT. EQ.
47UF
SWITCH SPECIFICATIONS
2900 SERIES MERCURY FLOAT SWITCHES ARE DESIGNED TO OPERATE UNDER THE
FOLLOWING PARAMETERS.
MINIMUM OPERATING TEMPERATURE 32 DEGREES F.
MAXIMUM OPERATING TEMPERATURE 170 DEGREES F.
ELECTRICAL RATING 10 AMP — 120 VAC, 3 AMP — 240 VAC
ACTUATION POINT 1" ABOVE / BELOW HORIZONTAL.
POWER CORD SPECIFICATIONS
CONDUCTOR CORD — PHYSICAL CHLORINATED POLY ETHYLENE.
ELECTRICAL FOR N/0 OR N/C SWITCH 18 AWG 2, TYPE SJOOW-300 VOLT.
T.
FLOAT SPECIFICATIONS
DURABLE POLYPROPYLENE MATERIAL CONSTRUCTION.
SOLID POLYURETHANE FOAM INTERIOR.
LEAK PROOF, SHOCK PROOF, AND IMPACT RESISTANT.
RESISTANT TO SEWAGE AND WASTEWATER APPLICATIONS.
FOR USE WITH INTRINSICALLY SAFE CIRCUITS.
CORD WEIGHT
ZINC PLATED CAST IRON — 1.22 LBS.
SPLIT WEIGHT DESIGN ALLOWS FOR EASY ADJUSTMENT.
DESIGN ALLOWS FOR SECURE AND PERMANENT ATTACHMENT TO CORD.
CONERY MFG INC 1380 ENTERPRISE PARKWAY ASHLAND, OH 44805
[e-mail] PH [phone] FAX [phone]

r
ALL INFOI`
CHANGES TOLERANCES
DECIMALS
.XXX = t.005
XX = t.010
FRACTIONAL
X/X = t.1 /64
ANGLES
X• = t 1 /2•
DRAWN BY DATE
D. MIDDLETON 03/18/04
MATERIAL SPECIFICATION:
NARROW ANGLE
FLOAT SWITCH
2900 SERIES 131,132
PAGE
SPECIFICATION SHEET
MERCURY FLOAT
HALFI2900 SERIES 61,62

6AHB MODEL
FLOAT BRACKET
PAGE
1
DIM "C" '
DIM "D"
02" MOUNTING HOLES
DIM "B"
DIM "A"
6 HOOKS TOTAL
SPACED 31" APART
MODEL NO.
DIA. "A"
DIM "B"
DIM "C"
DIM "D"
HOOK SPACING
6AHB
9"
7"
19 1 /4"
18"
3 3/4"
ALL INFORMATION CONTAINED IN THIS DRAWING IS
(:XO::Nm
CONFIDENTIAL AND PROPRIETARY TO CONERY MFG, INC.
MFG INC
CHANGES
TOLERANCES
DRAWN BY
DATE
SPECIFICATION SHEET
F
DECIMALS
xxx = t.005
xx = t.010
D. MIDDLETON
03/22/04
DIMENSIONAL DATA
E
MATERIAL SPECIFICATION:
D
FRACTIONAL
SCALE:
PART N0.
C
HALF
x/x = t.1/64
ANGLES
x• = t 1 /2•
300 SERIES SST
6AH B
B
q

SEMBLY
GRAB
LIFTING E)
BAIL (PUMP SPE(
VISUAL AID
PAGE
1
INSTALLATION OF REMOVING THE INSTALLING THE REMOVE THE
LIFTING CABLE (A) PUMP (B) PUMP (C) LIFTING CABLE (D)
% & B1 REMOVING PUMP
1. THREAD TETHER ROPE THRU THE GRAB LINK.
2. PULL TETHER ROPE AND CHAIN TIGHT.
3. LOWER THE GRAB LINK COMPLETELY TO THE
BOTTOM OF THE PUMP CHAIN.
4. LET THE TETHER ROPE AND THE LIFTING CABLE
GO SLACK, TIGHTEN UP ON THE LIFTING CABLE
UNTIL THE GRAB LINK ENGAGES THE CHAIN.
5. LIFT THE PUMP FROM THE TANK.
ALL INFORMATION CONTAINED IN THIS DRAWING IS
CONFIDENTIAL AND PROPRIETARY TO CONERY MFG, INC.
CHANGES
TOLERANCES
DRAWN BY
DATE
F
DECIMALS
XXX = t.005
XX = t.010
FRACTIONAL
X/X = t.1/64
ANGLES
X° = t 1 /2°
D. MIDDLETON
08/21/14
E
MATERIAL SPECIFICATION:
NOT APPLICABLE
D
C
B
A
C & D1 INSTALLING PUMP
1. LOWER PUMP USING THE GRAB LINK.
2. ENGAGE THE PUMP CHAIN INTO THE GRAB LINK.
3. LIFT THE PUMP FROM THE FLOOR, POSITION OVER
THE TANK, AND LOWER THE PUMP TO INSTALLATION
WITH THE BASE ELBOW.
4. PULL THE CHAIN WHILE TIGHTENING THE PUMP CHAIN.
5. PULL THE GRAB LINK OUT OF THE PIT.
(lC0::N:E:jYo>
BASIC PUMP
INSTALLATION/REMOVAL
FULL VISUAL AID

3
CHAIN
8
16 4
PAGE
WIDTH �� 1
5n
16
DIA "A„ LENGTH
n11
8
1��
2
311
8
SIZE
LENGTH
WIDTH
DIA "A"
SAFE WORK LOAD
1 /8"
0.90"
0.29"
0.1 6"
375 Ibs
3/16"
0.97"
0.40"
0.22"
800 Ibs
1 /4"
1 .19"
0.50"
0.28"
1,400 Ibs
s
3/8"
1.33"
0.57"
0.39"
2,800 Ibs
1 /2"
1 .72"
0.75"
0.52"
4,500 Ibs
5/8"
1.90"
0.82"
0.66"
6,800 Ibs
ALL INFORMATION CONTAINED IN THIS DRAWING IS
CONFIDENTIAL
AND PROPRIETARY TO CONERY MFG, INC.
MFG INC
CHANGES
TOLERANCES
DRAWN BY
DATE
SPECIFICATION SHEET
F
DECIMALS
xxx = t.005
xx = t.oio
FRACTIONAL
D. MIDDLETON
03/22/04
DIMENSIONAL DATA
E
MATERIAL SPECIFICATION:
D
C
SCALE:
PART NO.
FULL
ANGLES x/64
x. = t1/2'
STAINLESS STEEL
B
A

SHACKLES
PAGE
0
0
1
DIA "C"
5
4
16
DIM "B"
0
0
UDIDIM"All
311
8
2
511
8
SIZE
DIM "A"
DIM "B"
DIA "C"
SAFE WORK LOAD
PIN DIA.
1 /4"
1 .93"
0.44"
0.63"
667 Ibs
0.31 "
5/ 1 6"
2.18"
0.64"
0.63"
1,000 Ibs
0.47"
3/8"
2.50"
0.78"
0.75"
1.500 Ibs
0.38"
1 /2"
3.56"
1 .00"
1 .00"
3,000 Ibs
0.50"
5/8"
4.50"
1.28"
1.25"
4,000 Ibs
0.63"
ALL INFORMATION CONTAINED
IN THIS DRAWING IS
CONFIDENTIAL AND PROPRIETARY TO CONERY MFG, INC.
MFG INC
CHANGES
TOLERANCES
DRAWN BY
DATE
SPECIFICATION SHEET
F
DECIMALS
xxx = t.005
xx = t.010
D. MIDDLETON
03/22/04
DIMENSIONAL DATA
E
MATERIAL SPECIFICATION:
D
FRACTIONAL
SCALE:
PART NO.
C
HALF
x/ = ±.1 64
x. = t1/2.
316 SST
STAINLESS STEEL
B
A

Schematics
' NORTH
CAROLINA
FIRM LICENSE
C-4218
BURGIN
ENGINEERING,
\ INC. /

Schematics Corolla Light to
Monteray Shores
2006 to 2021
Prepared For:
CAROLINA WATER SERVICE, INC. OF NC
and
Outer Banks Ventures, Inc.
Prepared By:
Burgin Engineering, Inc.
PO Box 1804
0000
°000° Irmo, SC 29063
' NORTH
CAROLINA
FIRM LICENSE
C-4218
BURGIN
ENGINEERING,
\ INC. /

2006
In 2006 and prior years, Monterey Shores and Corolla Light were separate resort developments that
were not interconnected for the purposes of treatment of wastewater. Monterey Shores had one
standalone treatment facility. Corolla Light had two (2) standalone treatment facilities that were
interconnected in such a manner that flow could be transferred to either plant at certain times during
the year. During this period of time Monterey Shores wastewater treatment facility was experiencing
issues due to high flows from larger than expected homes being built in the resort and was on
moratorium. Design efforts were under the way to resolve the flow issues and add capacity that would
allow the development of the resort to continue to develop.
2008
By 2008, there was a need for a small amount of capacity to service Corolla Bay development.
However, the expansion of the Monterey Shores treatment facility was not yet complete. A temporary
force main from the Corolla Bay proposed pump station to the Corolla Light wastewater treatment
facility # 2 was designed, permitted and constructed.
2009
In April 2009, the expansion of the Monterey Shores wastewater treatment facility was completed and
placed into service. A six-inch force main had been constructed from the Corolla Bay pump station to
the Monterey Shores # 2 pump station. Flow was transferred for the service of Corolla Bay to the
Monterey Shores wastewater treatment facility. The wastewater from Corolla Bay development has
been treated at the Monterey Shores wastewater treatment facility since the middle of 2009. No flow
from Corolla Bay has been sent to Corolla light since 2009.
2012
In 2012, an extension from the Villages of Corolla to the Corolla Light wastewater treatment facility # 1
was added to the Corolla Light system.
2013
In 2013, in anticipation of expansion of the Monterey Shores wastewater treatment facility to allow flow
from Corolla Light a metering system and piping was installed at the Corolla Light wastewater
treatment facility #2 to allow raw wastewater to be diverted south to the Monterey Shores wastewater
treatment facility. The automated flow diversion was designed to allow from 0 gallons per day to 75,000
gallons per day to be transferred. Initially in 2013 the flow is restricted to approximately 25,000 gallons
per day.
2015
In 2015, the expansion of the Monterey Shores wastewater treatment facility from a capacity of
520,000 gallons per day to a capacity of 720,000 gallons per day was completed. Flow from Corolla
Light to Monterey Shores wastewater treatment facility was increased to approximately 75,000 gallons
per day.
.❖:❖.
�000
oo
9ungln Enginee�in5 Inc.
PO Box 1804
Irmo, SC 29063
Narrative 1

2018 - 2019
In 2018 and 2019, design, permitting and construction was started and completed on an 8-inch force
main from Corolla Light to the discharge side of the Monterey Shores #1 pump station. Piping allowed
the flow from Corolla Light to either go through the Monterey Shores pump station #1 or to go directly
to the Monterey Shores wastewater treatment facility. In the same time period, a closure plan for the
Corolla Light wastewater treatment facility # 2 was approved. Decommissioning and removal of the
Corolla Light wastewater treatment facility # 2 was completed. At this point in time, approximately
150,000 gallons per day during peak season was transferred from Corolla Light to Monterey Shores.
2020
In 2020, it is planned to alternately divert Corolla Light wastewater into the Corolla Bay pump station.
The Corolla Bay pump station will be increasing in capacity. The increased capacity Corolla Bay pump
station will then pump into the 8-inch force main and deliver both Corolla Light and Corolla Bay
wastewater to the Monterey Shores treatment facility.
2020 - 2021
Sometime in either 2020 or 2021, it is expected that the Corolla Light wastewater treatment facility #1
will be decommissioned and removed. Piping changes will be made in and around the previous
Corolla Light wastewater treatment facility #1 to allow all wastewater to flow south to the Corolla Bay
pump station that will hereafter be considered a transfer station for both Corolla Light and Corolla Bay.
.❖:❖.
oo, o
oo
Burgin Engi,..-9 in..
PO Box 1804
Irmo, SC 29063
Narrative 2

C)
Corolla Light and Monteray Shores Collection Systems 2006 and Earlier
i
i
i
CL PS —�
H3
_ _ _
'f- - --a-
Corolla Light
Collection
SP
42
Monetray Shores �W - -
Collection S P!
- 0 #1
Monteray Shores
WWTP
.❖:❖.
oo, o
oo
Burgin Engi.... m. Ine.
PO Box 1804
Irmo, SC 29063
N
Corolla Light WWTF
#1
Corolla Light
CLPS / Collection
#2
Corolla Light WWTF
#2
1 Legend
4-inch FM
6-inch FM
8-inch FM
2006 and Earlier

C)
Corolla Light and Monteray Shores Collection Systems 2008
i
i
i
CL PS -�
#3
_ _ _
'f- - --a-
Corolla Light
Collection
SP
#2
Monetray Shores �W - -
Collection S P!
#1
--
-�-, f
Monteray Shores
WWTP
.❖:❖.
oo, o
oo
Burgin Engi.... m. Ine.
PO Box 1804
Irmo, SC 29063
Corolla Light WWTF
#1
Corolla Light
CLPS / Collection
#2
Corolla Light WWTF
#2
1 Legend
4-inch FM
6-inch FM
8-inch FM
_8-inch
2008

Corolla Light and Monteray Shores Collection Systems 2009
N
,
,
* Corolla Light WWTF-
#1
/ Corolla Light
— CL PS �C
#3 CLPS J� Collection
CL PS
CL PS \
Corolla Light `\
Collection
CL PS
Ar
Corolla Light WWTF
#2
0
' Normally Closed\-
Corolla Bay I CB PS ig
Collection - #13
i
i
i
SP
#2
Monetray Shores -
Collection ,�` SP Legend
#1
0___AD- —41r� 4-inch FM
1 6-inch FM
Monteray Shores 8-inch FM
WWTP �
� _8-inchity_ �
.❖:❖.
oo, o
oo
Burgin Engi.... m. Ine.
PO Box 1804
Irmo, SC 29063
2009

C)
Corolla Light
Collection
Corolla Light and Monteray Shores Collection Systems 2012
Villages of Corolla
\
\
Corolla Light WWTF-
#1
Corolla Light
Collection
CL PS
CL PS
#4
4N
T �
— — — —* —
•--0- ,;r
Corolla Light WWTF
#2
'
Normally Closed
-0- - -! - - -0
Corolla Bay I
CB PS
Corolla Bay
Collection
#16 �- -
- �' Collection
SP
#2
Monetray Shores �W - -
Collection
,�`
Legend
SP
0___AD- -41r
-
4-inch FM
1
6-inch FM
Monteray Shores
�
8-inch FM
WWTP
�
_8-inchity_
.❖:❖.
oo, o
oo
Burgin Engineering Ine.
PO Box 1804 2�� 2
Irmo, SC 29063

Corolla Light
Collection
Corolla Light and Monteray Shores Collection Systems 2013
Villages of Corolla
•
\
\
Corolla Light WWTF-
#1
Corolla Light
Collection
CL PS �
#1
CL PS 7y '•� \
#4
4N •
T •
— — — —* —
•--0- ,;r
Corolla Bay
Collection
Corolla Light WWTF
i #2
Approximate
25,000 GPD
i
--•
i
i
i
i
i
•
Monetray Shores �W - -
Collection ,
---AD-, •
Monteray Shores
WWTP
oo, o
oo
Burgin Engineering Ine.
PO Box 1804
Irmo, SC 29063
/ Corolla Bay
Collection
Legend
4-inch FM
6-inch FM
8-inch FM
_8-inch
2013

C)
— — — —* —
Corolla Light
Collection
• - -*- ,;r
Corolla Bay
Collection
Corolla Light and Monteray Shores Collection Systems 2015
Villages of Corolla
•
1 �
Corolla Light WWTF-
#1
Corolla Light
Collection
#2
•
CL PS
ri4
T
Corolla Light WWTF
i #2
Approximate
75,000 GPD
i
--•
i
i
i
i
i
•
Monetray Shores �W - -
Collection ,
---AD-, •
Monteray Shores
WWTP
oo, o
oo
Burgin Engi.... m. Ine.
PO Box 1804
Irmo, SC 29063
/ Corolla Bay
Collection
Legend
4-inch FM
6-inch FM
8-inch FM
_8-inch
2015

C)
Corolla Light and Monteray Shores Collection Systems 2018-2019
Villages of Corolla
Corolla Light
Collection
Corolla Bay
Collection
— — — —* _
\
\
Corolla Light WWTF
#1
Corolla Light
Collection
41110-
#1 —
I i
CL Ps
#6
Normally Closed yg
Normally Closed
Monetray Shores �W — —
Collection ,
---AD-, f
Monteray Shores
WWTP
.❖:❖.
oo, o
oo
Burgin Engi.... m. Ine.
PO Box 1804
Irmo, SC 29063
Approximate
150,000 GPD
/ Corolla Bay
Collection
Legend
4-inch FM
6-inch FM
8-inch FM
_8-inch
2018-2019

Corolla Light and Monteray Shores Collection Systems 2020
N
Villages of Corolla
\
* Corolla Light WWTF—
#1
_ Corolla Light
#3 /CLPS J� Collection
CL PS �
•,- 41110-
- - - ; - CL PS - - -\
#4 \
Corolla Light \
Collection �
caps
.x 1
Normally Closed yg
Approximate
250,000 GPD
Peak
Corolla Bay I CB PS N Corolla Bay
Collection — — — — #13 — — �' Collection
Normally Closed
Approximate
SP 300,000 GPD
#z Peak
Normally Closed
Monetray Shores �W — —
Collection ,
---AD-, f
Monteray Shores
WWTP
.❖:❖.
oo, o
oo
Burgin Engi.... m. Ine.
PO Box 1804
Irmo, SC 29063
Legend
4-inch FM
6-inch FM
8-inch FM
_8-inch
2020

Corolla Light and Monteray Shores Collection Systems 2020 - 2021
N
Villages of Corolla
- CLPS —► Corolla Light
#3 CL PS Collection
#2
Corolla Light \
Collection
CL PS
#6
Normally Closed
(NC Typical) y
Approximate
400,000 GPD
Peak
Corolla Bay I CB PS N Corolla Bay
Collection - #13 - - �' Collection
Normally Closed
Approximate
(� 450,000 GPD
Peak
Normally Closed
Monetray Shores �W - -
Collection -
� SP
#1
— — — AD-
1
Monteray Shores
WWTP
.❖:❖.
oo, o
oo
Burgin Engi.... m. Ine.
PO Box 1804
Irmo, SC 29063
Legend
4-inch FM
6-inch FM
8-inch FM
_8-inch
2020-2021

Drawings
' NORTH
CAROLINA
FIRM LICENSE
C-4218
BURGIN
ENGINEERING,
\ INC. /

DETAIL CALLOUT
,-- DRAWING SHEET LOCATION
Al
G-100
SHEET NUMBER
NOTE CALLOUT
1
NOTE NUMBER
ELEVATION CALLOUT
Al
G-100
Al
G-100
DRAWING SHEET LOCATION
SHEET NUMBER
SECTION CALLOUT
DRAWING SHEET LOCATION
rA 1
G-100
SHEET NUMBER
SHEET IDENTIFICATION FORMAT
DRAWING SHEET LOCATION
DETAIL NAME
Al PLAN
G-100 SCALE: 1" = 10'-0"
SHEET NUMBER
GRAPHIC SCALE
.;ALE
SHEET IDENTIFICATION FORMAT
C�i 01
DISCIPLINE DESIGNATOR
SHEET TYPE DESIGNATOR
SEQUENCE NUMBER
DISCIPLINE DESIGNATORS SHEET TYPE DESIGNATORS
G
GENERAL
1
COVER
C
CIVIL
2
PIDs / PFDs / HYDRAULIC PROFILEs
L
LANDSCAPE
3
EXISTING & PROPOSED SITE PLANS & PROFILES
S
STRUCTURAL
4
EXISTING & PROPOSED PROCESS MODEL
A
ARCHITECTURAL
(PLANS, ISOMETRICS & ELEVATIONS)
F
FIRE PROTECTION
5
CONSTRUCTION DETAILS
P
PLUMBING
6
SCHEDULES / DIAGRAMS / EQUIPMENT LIST
M
MECHANICAL
E
ELECTRICAL
R
RESOURCE
INFORMATION
DRAWING SHEET ORGANIZATION
D
B
A
1 2
3 4 5
D
�.4
C3
83
� B
a
A3 A4
3 4 5
TITLE
BLOCK
Al
1 2
Corolla Bay Pump Stat
Bnndley Beadi0
Vacathons & Sales
4
a �
a
w
6 �
- m
a ¢
c
K
0
SITE 1 2.
a
L?
x
LOCATION MAP
SCALE: N.T.S.
°Ivldere
ar
Disma� 5,4amp Siafe Park
Saurh Mills
, ss
34R
1 53
Ile
Eliza
Upgrade
� 3
EIS '
1
} Knafts island r
MsI:IKaplslandNarinnai
Wifdflfe Rehiue +
(El
ion
VIRC13NIA
NORTH CASOUNA
y.
Sligo psi
L1
Shavrhoro
Gregory
,ss
3ng
VICINITY MAP
SCALE: 1" = 2000'
Wild+i fe
PREPARED FOR:
Carolina Water Service, Inc. of NC
4944 Parkway Plaza Blvd, Suite 375C
Charlotte, NC 28217
Phone: [phone]
PREPARED BY:
�A���
0000Ooo
oOo
Burgin Engineering Inc.
BURGIN ENGINEERING, INC.
PO Box 1804
Irmo, SC 29063
803-730-1175
/ NORTH \
CAROLINA
FIRM LICENSE
C-4218
BURGIN
ENGINEERING,
INC.
Sheet List Table
g
D o
t
No
Sheet Title
Rev
No
1
G-100
COVER
1
2
C-300
EXISTING & PROPOSED SITE PLANS
1
3
C-301
PROPOSED EASEMENT
1
4
C-400
DUPLEX PUMP STATION - SECTIONS
1
5
C-500
MISCELLANEOUS CONSTRUCTION DETAILS
1
G-100 COVER (1 of 6
PROJECT NO.: 9-022 Original Release Date: 30 JAN 201
VY
0
0
U

8•• PVC GRAVITY SEWER
`S\ SMH #11 \
CRUZ BAY CT
1
1
I
1
D
I
I
1
1
I
1
1 LIFT STATION &
I WETWELL
1
VALVE PIT
I
1
1
I
11
I
I i1
1
TRANSFORMER & CONTROLS 1 4
GENERATOR
ELECTRICAL /
C
IRRIGATION BOX / /,• 3,
` \R/W,
SC
o /
e
3 j \
-
-
A7 EXISTING SITE PLAN
C-300 SCAL& : 1" = 20'-0" \
< 1
n I
A 1
I GRA�HIC SCALE
" 2" 1
m %1
1 ( IN FEET )
1 inch = 20 ft.
I
.I 1
1
I" 1
SMH #15
DEVILS BAY 1
1•; 1
1
1
I
r INE HYDRANT & VALVE
SMH #76
/ DEVILS BAY
I 15.5' FROM RIM TO INVERT
OPP
R/W\
/ SMH #17 \ -.
HERRING ST \
I �
I /
I'1 EXISTING LIFT STATION & WETWELL
I I
1 TIE IN TO EXISTING MANHOLE &
I INSTALL INTERNAL DROP TO \
1 DISCHARGE 12" ABOVE SHELF
TIE IN TO EXISTING MANHOLE & 1 ' '
INSTALL INTERNAL DROP TO 1. SEE INSET D
DISCHARGE 12" ABOVE SHELF I 1 EXISTING VALVE PIT
I
=` II PROPOSED 6" 45" ELL \ I
PROPOSED 6" 45" ELL \ I
PROPOSED 8" 45" ELL I I' II \ I — PROPOSED 8" 90° ELL ,
I
PROPOSED 8" GATE VALVE IN BOX PROPOSED CONNECTION PROPOSED 3 If - �8" PVC I r TO EXISTING 4" FM WITH
4"x4"x8" TEE
PROPOSED 44 If - 6" PVC C900
PROPOSED 4' DEEP METERING / � PROPOSED 44 If - 6" PVC C900 � / °
MANHOLE WITH 6" MAG METER
(SEE DETAIL SHEET C-500) / / :.
PROPOSED
, CONNECTION TO
PROPOSED 93 If - 6" PVC C900 / - , EXISTING 4" FM
J PROPOSED 8" GATE VALVE IN N BOX WITH 4"x4"x8" TEE
PROPOSED 121 If - 8" PVC C900�-
/AIL-
L— —
' PROPOSED 121 If - 8" PVC —EXISTING 4" SEWER FM
/ ce INSET DETAIL
C-300 SCALE : 1" = 6-0"
PROPOSED 8" 45" ELL
PROPOSED 29 If 8" PVC C900
PROPOSED 8" 45" ELL
mil• ' �. j : 'r
_ PROPOSED 52 If - 8" PVC C900
FLOW
SC
o /
e
3 j \
-
-
A7 EXISTING SITE PLAN
C-300 SCAL& : 1" = 20'-0" \
< 1
n I
A 1
I GRA�HIC SCALE
" 2" 1
m %1
1 ( IN FEET )
1 inch = 20 ft.
I
.I 1
1
I" 1
SMH #15
DEVILS BAY 1
1•; 1
1
1
I
r INE HYDRANT & VALVE
SMH #76
/ DEVILS BAY
I 15.5' FROM RIM TO INVERT
OPP
R/W\
/ SMH #17 \ -.
HERRING ST \
I �
I /
I'1 EXISTING LIFT STATION & WETWELL
I I
1 TIE IN TO EXISTING MANHOLE &
I INSTALL INTERNAL DROP TO \
1 DISCHARGE 12" ABOVE SHELF
TIE IN TO EXISTING MANHOLE & 1 ' '
INSTALL INTERNAL DROP TO 1. SEE INSET D
DISCHARGE 12" ABOVE SHELF I 1 EXISTING VALVE PIT
I
=` II PROPOSED 6" 45" ELL \ I
PROPOSED 6" 45" ELL \ I
PROPOSED 8" 45" ELL I I' II \ I — PROPOSED 8" 90° ELL ,
I
PROPOSED 8" GATE VALVE IN BOX PROPOSED CONNECTION PROPOSED 3 If - �8" PVC I r TO EXISTING 4" FM WITH
4"x4"x8" TEE
PROPOSED 44 If - 6" PVC C900
PROPOSED 4' DEEP METERING / � PROPOSED 44 If - 6" PVC C900 � / °
MANHOLE WITH 6" MAG METER
(SEE DETAIL SHEET C-500) / / :.
PROPOSED
, CONNECTION TO
PROPOSED 93 If - 6" PVC C900 / - , EXISTING 4" FM
J PROPOSED 8" GATE VALVE IN N BOX WITH 4"x4"x8" TEE
PROPOSED 121 If - 8" PVC C900�-
/AIL-
L— —
' PROPOSED 121 If - 8" PVC —EXISTING 4" SEWER FM
/ ce INSET DETAIL
C-300 SCALE : 1" = 6-0"
PROPOSED 8" 45" ELL
PROPOSED 29 If 8" PVC C900
PROPOSED 8" 45" ELL
mil• ' �. j : 'r
_ PROPOSED 52 If - 8" PVC C900
FLOW
BED
-! \
/ \
BEFORE YOU DIG!
PROPOSED 8" GATE VALVE IN BOX
/ /
PROPOSED 6" 45° ELL
..�
—L I-800-632-6969
: -
- PROPOSED 14 If - 6" PVC C900
• �
-
PROPOSED 6" 45" ELL
` /
Project:
ICorolla
Bay Pump Station Upgrade
PROPOSEGD46 If - 6" PVC C900
\
`
\ \
Sheet Title:
\
PROPOSED 8" GATE VALVE IN BOX
EXISTING & PROPOSED SITE PLANS
PROPOSED CONNECTION TO
EXISTING 8" FM WITH 8" TEE
Owner:
Carolina Water Service, Inc. of NC
PROPOSED 8" GATE VALVE IN BOX
/
5701 W. Park Dr., Suite 101
Charlotte, NC 28217
Phone: [phone]
PROPOSED CONNECTION TO EXISTING
/
8" FM WITH 8" TEE & 2-8" GATE VALVES
Designed By: RGB
Sheet No:
_
\\
Drawn By: SEB
C-300
Checked By: LRB
\
Approved By: RGB
2 of 6
\
\
/
Original Release Date: 30 JAN 2019
Arch D Size Sheet
Scale: AS SHOWN
Project No: 9-022
/
g c^`
NORTH
CAROLINA
/ 1a'
FIRM LICENSE
C-4218
BURGIN
\
ENGINEERING.
INC.
l l
\
30 t711%✓Z019
v
00000
A4 PROPOSED SITE PLAN
\
\
Burgin Engineering Inc.
C-300 SCALE: 1"=20'-0"
il
/
\
PO BOX 1804 IRMO, SC 29063
\
1 803-730-1175

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SCALE:1-10'-0 \
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FLOWER BID
w 7.5'
I
/ 7.5'
3 EXISTING LIFT STATION & WETWELL 41
' 7.5'
67TO
-j 75'
1 /_%
If
-ft EXISTING 4" SEWER FM /
7.5
' 75 �I
�
000
i 6.6' TO EDGE OF SIDEWALK
O°P' /
/ / I
OP P
II
EXISTING VALVE PIT .
�1
I °1
EDGE OF SIDEWALK
/ / I
GRAPHIC SCALE
IN FEET )
I inch = 10 ft.
Owner:
Corolla Bay Pump Station Upgrade
EASEMENT DETAIL
Carolina Water Service, Inc. of NC
5701 W. Park Dr., Suite 101
Charlotte, NC 28217
Phone: [phone]
Designed By: RGB Sheet N/o:�
Drawn By: SE B ( _-301
Checked By: LRB V
Approved By: RGB 1 oft
Original Release Date: 28 JAN 2019 Arch D Size Sheet
Scale: AS SHOWN Project No : 9-022
NORTH
CAROLINA
FIRM LICENSE
C-4218
q-0111
BURGIN JANzov9 ENGINEERING,
VVV INC.
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Burgin Engineering Inc.
PO BOX 1804 IRMO, SC 29063
803-730-1175

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IC
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SUBMERSIBLE PUMPS - 2 - 4" ELLS
0 CONCRETE LIFT STATION
2-4"CHECK VALVES
,r 2 - 4" GATE VALVES
DRAIN PIPE 4 TEE
PIPE, TYP CONCRETE VALVE BOX
4" PIPE, TYP
TOP NOT SHOWN FOR CLARITY
D1 LIFT STATION - EXISTING - PLAN VIEW
2-400 SCALE: 112"
Al LIFT STATION - EXISTING - SECTION VIEW
C-400 SCALE: 112" = 1'-0"
(P
.GENERATOR
'GRADE.
BEFORE YOU DIG!
CALL I-800-632-6949
Project:
Corolla Bay Pump Station Upgrade
Sheet Title:
DUPLEX PUMP STATION - SECTIONS
Owner:
Carolina Water Service, Inc. of NC
5701 W. Park Dr., Suite 101
Charlotte, NC 28217
Phone: [phone]
)esigned By: RGB Sheet No:
hawk By: SEB C- �/ 00
checked By: LRB �}
4pproved By: RGB 4 of 6
Jriginal Release Date: 30 JAN 2019 Arch D Size Sheet
Scale: AS SHOWN Project No : 9-022
NORTH
CAROLINA
FIRM LICENSE
C-4218
BURGIN
ENGINEERING,
INC.
so JANzov9
46��RS&
0000000
000
Burgin Engineering Inc.
PO BOX 1804 IRMO, SC 29063
803-730-1175

18"
DESCRIPTION
ON
DATE BY
FEB2020 SEB
75
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APPROVED BACKFILL TAMPED IN 6" SHEETED OPEN
LAYERS TO V-0" ABOVE PIPE TRENCH TRENCH
12 GAGE COPPER TRACER
WIRE SECURED TO PIPE
SELECT MATERIAL —III-I
COMPACTED IN 6" LIFTS
=III= 24" MAX. 12" MAX IIIII
12" MIN. 6" MIN. ,,,II I�I 18"
FULL LENGTH OF BARREL (EXCEPT
TRENCH IN EARTH PRESSURE PIPE) TRENCH IN ROCK
APPROVED BACKFILL TAMPED IN 6"
LAYERS TO V-0" ABOVE PIPE
W
� A OD A
j\ LOW CRADLE
\ (0.25 OD)
/\ D NOTE: MAXIMUM TRENCH WIDTH
HIGH CRADLE "W" TAKEN AT TOP OF PIPE.
\� d o a p / (0.75 OD)
o 4" MIN.
LOW CRADLE = 160% OF EARTH TRENCH BEARING VALUE HIGH
CRADLE = 200% OF EARTH TRENCH BEARING VALUE
POUR CONCRETE AGAINST
UNDISTURBED MATERIAL
CRADLE
(IN ROCK OR EARTH)
rDl*
STANDARD PIPE TRENCH BEDDING
C-500 N.T.S.
PIPE DIA.
"D"
MAXIMUM
"A"
6" TO 15"
8"
18" TO 21 "
10"
24" TO 30"
12"
33" TO 42"
15"
48" &LARGER
18"
NOTES:
SHEETED
OPEN
1. CROSSING A WATER MAIN OVER A SEWER;
TRENCH
TRENCH
/
WHENEVER IT IS NECESSARY FOR A WATER
12 GAGE COPPER TRACER MAIN TO CROSS OVER A SEWER, THE WATER
WIRE SECURED TO PIPE
MAIN SHALL BE LAID AT SUCH AN ELEVATION
THAT THE BOTTOM OF THE WATER MAIN IS
_
AT LEAST 18" ABOVE THE TOP OF THE SEWER,
SELECT MATERIAL
\\
I I
\
UNLESS LOCAL CONDITIONS OR BARRIERS
COMPACTED 100%
I=
PREVENT AN 18 INCH VERTICAL SEPARATION; IN
STANDARD PROCTOR IN I
6" LIFTS
24 MAX.
12" MAX
—I
WHICH CASE BOTH THE WATER MAIN AND SEWER
III
12" MIN.
6" MIN.
III
SHALL BE CONSTRUCTED OF FERROUS MATERIALS
AND WITH JOINTS THAT ARE EQUIVALENT TO
SELECT MATERIAL =III
COMPACTED IN RI LIFTS
cO
I I-
—I I i-
WATER MAIN STANDARDS FOR A DISTANCE OF 10
_—
II
p�A•
I II I
FEET ON EACH SIDE OF THE POINT OF CROSSING.
=I I II
I II
2. CROSSING A WATER MAIN UNDER A SEWER;
WHENEVER IT IS NECESSARY FOR A WATER MAIN
—III
—III—III—III—III—IIM.II—III—III—II
TO CROSS UNDER A SEWER, BOTH THE WATER MAIN
:III I —I II I I IE I I.""
I II""� I I=I I I -I I Ii,' � I I I
AND THE SEWER SHALL BE CONSTRUCTED OF
I I-
II = II
I
FERROUS MATERIALS AND WITH JOINTS EQUIVALENT
NOTE:
TO WATER MAIN STANDARDS FOR A DISTANCE OF
UNDISTURBED EARTH OR ROCK
BELL HOLES NOT SHOWN
10 FEET ON EACH SIDE OF THE POINT OF CROSSING.
A SECTION OF WATER MAIN PIPE SHALL BE CENTERED
AT THE POINT OF CROSSING.
STANDARD EXCAVATION
NOTE: MINIMUM 36" COVER
OVER ALL WATERLINES, EXCEPT 48" COVER OVER ALL SCDOT ROADWAYS.
r7l TYPICAL TRENCHING
C-500 N.T.S.
UNDISTURBED EARTH
CONCRETE THRUST BLOCK
CONCRETE THRUST BLOCK
4"0 &
LARGER
TEE
UNDISTURBED EARTH
PLAN ELEVATION
NOTE:
CARE SHALL BE TAKEN WHEN PLACING THRUST BLOCKS
TO KEEP THE FITTING BOLTS FREE OF CONCRETE.
SIZE
11 1/4° BEND
22 1/2° BEND
45° BEND
90- BEND
TEE
PLUG
4
12
12
12
16
16
14
6
12
12
12
16
16
14
8
12
12
16
22
22
18
10
12
14
20
28
28
22
12
12
18
24
32
32
28
14
14
20
28
38
38
32
16
16
22
32
42
42
36
18
18
26
36
48
48
40
20
20
28
40
52
52
44
24
24
34
46
64
64
54
30
30
42
58
78
78
66
36
36
50
70
94
94
80
42
40
58
80
108
108
92
48
46
66
90
124
124
104
THRUST BLOCKS - DIMENSION "A"
NO DEFLECTION OF WATERLINE AT JOINT
WITHOUT WRITTEN PERMISSION OF ENGINEER.
Al TYPICAL THRUST BLOCK - TEES
C-500 N.T.S.
NOTE:
UNDISTURBED EARTH OR ROCK BELL HOLES NOT SHOWN
NOTE: MINIMUM 36" WATER COVER &
18" SEWER COVER IN MOUNTAIN AREA.
NOTES:
1. CROSSING A WATER MAIN OVER A SEWER; WHENEVER IT IS NECESSARY FOR
A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID
AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT
LEAST 18" ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR
BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION; IN WHICH CASE
BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS
MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF
CROSSING.
2. CROSSING A WATER MAIN UNDER A SEWER; WHENEVER IT IS NECESSARY
FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN
AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND
WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF
10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER
MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.
rD3 STANDARD EXCAVATION & PIPE CROSSING DETAIL
PLAN
N.T.S.
UNDISTURBED EARTH
)NCRETE THRUST BLOC
BEND
CONCRETE THRUST BLOCK
UNDISTURBED EARTH
ELEVATION
NOTE:
CARE SHALL BE TAKEN WHEN PLACING THRUST BLOCKS
TO KEEP THE FITTING BOLTS FREE OF CONCRETE.
SIZE
11 1/ - BEND
22 1 /2' BEND
45° BEND
90° BEND
TEE
PLUG
4
12
12
12
16
16
14
6
12
12
12
16
16
14
8
12
12
16
22
22
18
10
12
14
20
28
28
22
12
12
18
24
32
32
28
14
14
20
28
38
38
32
16
16
22
32
42
42
36
18
18
26
36
48
48
40
20
20
28
40
52
52
44
24
24
34
46
64
64
54
30
30
42
58
78
78
66
36
36
50
70
94
94
80
42
40
58
80
108
108
92
48
46
66
90
124
124
104
THRUST BLOCKS - DIMENSION "A"
NO DEFLECTION OF WATERLINE AT JOINT
WITHOUT WRITTEN PERMISSION OF ENGINEER.
rA2 TYPICAL THRUST BLOCK - BENDS
C-500 N.T.S.
e a
6' THICK CONCRETE PAD
d
w I I 2 PICK HOLES
\vI N V
a
C d
4 a
COVER — TOP VIEW
7-3 8"
iv 5 16" 5 8"
I - 4-3/4" � I
5-1 2" l
6-3/4"
COVER — SECTION VIEW
COVER — BOTTOM VIEW
f� 8-3/4" �1
} I� 9-1/2"
VALVE BOX — SECTION VIEW
NOTES:
CASTINGS TO BE OF GREY IRON CONFORMING
TO A.S.T.M. SPECIFICATIONS A-48-60T CLASS
35 IRON. CASTINGS TO BE FULLY BITUMINOUS SEAL
COATED IN ACCORDANCE WITH STANDARD PRACTICE.
rDT VALVE BOX
C-500 N.T.S.
TOTAL WIDTH OF PAVEMENT TO
BE REMOVED & REPLACED
BITUMINOUS
SURFACE
O O 0-0-0
6" MIN.
I
PRIME COAT
• _ X
CRUSHED
AGGREGATE
BASE COURSE
COMPACTED
SUB -BASE
STREET -WIDTH
MINIMUM REPLACE
CABC
BASE
SURFACE
H
HB
1-1
1-2
ALL-20'
8"
0
0
-
2"
NOTES:
1. ALL BACKFILL LOCATED WITHIN THE VEHICULAR LOAD ZONE IS
TO BE PLACED IN LIFTS NOT TO EXCEED 6" AND COMPACTED
TO 95% OF STANDARD PROCTOR TEST. (ASTM D698)
2. ALL BACKFILL OUTSIDE THE VEHICULAR LOAD ZONE BUT
LOCATED IN THE RIGHT OF WAY IS TO BE COMPACTED TO 90%
OF STANDARD PROCTOR TEST. (ASTM D698)
3. THE LACK OF PROPER COMPACTION EQUIPMENT OR THE USE
OF IMPROPER COMPACTION METHODS SHALL BE CAUSE FOR
THE IMMEDIATE SHUTDOWN OF THE WORK BY THE ENGINEER.
rBT TYPICAL PAVEMENT REPLACEMENT DETAIL
C-500 N.T.S.
CONCRETE THRUST BLOCK
II11111111111=III—�..
5/8" 0 THREADED ROD
III=III=III=III=III= (GALVANIZED OR
=11111 d ° IIIIIIIII BITUMINOUS COATED)
d IIIIIII�.° ". III—li
Ed
4"0 & d 2" PLUG TO
LARGER STANDARD BLOW —OFF
+ 11=III
Q —III—I I °. d —
�IIIIIIIIIII'd e . d IIIIIIIIII_
UNDISTURBED EARTH
NOTE:
CARE SHALL BE TAKEN WHEN PLACING THRUST BLOCKS
TO KEEP THE FITTING BOLTS FREE OF CONCRETE.
SIZE
11 1 /4° BEND
22 1 /2° BEND
45° BEND
90- BEND
TEE
PLUG
4
12
12
12
16
16
14
6
12
12
12
16
16
14
8
12
12
16
22
22
18
10
12
14
20
28
28
22
12
12
18
24
32
32
28
14
14
20
28
38
38
32
16
16
22
32
42
42
36
18
18
26
36
48
48
40
20
20
28
40
52
52
44
24
24
34
46
64
64
54
30
30
42
58
78
78
66
36
36
50
70
94
94
80
42
40
58
80
108
108
92
48
46
66
90
124
124
104
THRUST BLOCKS - DIMENSION "A"
rZ TYPICAL THRUST BLOCK - PLUGS
C-500 N.T.S.
FINISHED GRADE WORD "WATER' CAST IN TOP
II —I e d a I—III—� —
11—
I -_III ... > . 111=11 I —I .
-I .. , ° ° . I—.
STD. BROOKS PRODUCTS
CONCRETE COLLAR FOR
VALVE BOXES
TRACER WIRE "LOOPED" UP
INSIDE VALVE BOX FOR LOCATING
WATER MAIN
Ed
> ADJUSTIBLE CAST
o IRON VALVE BOX
Z 2" SQUARE OPERATING NUT
CONCRETE OR WOOD BLOCKING
(OR APPROVED VALVE BOX)
COMPACTED BACKFILL
TRACER WIRE (#12ga.
COPPER) ATTACH
GATE TO WATER MAIN
VALVE WATER
MAIN
° • o e e CONCRETE SUPPORT PAD
d (REQUIRED ON GATE VALVES
° 10" OR LARGER ONLY)
NOTES:
1. GATE VALVE SHALL BE AWWA APPROVED.
2. GATE VALVE SHALL BE LEFT HAND OPEN.
3. GATE VALVE TO HAVE 2" SQUARE OPERATING NUT.
75TYPICAL VERTICAL GATE VALVE INSTALLATION
C-500 / N.T.S
-1W.7-1._L-J K\-27\tlY-11.0
NOTES:
1. IF AN 18" VERTICAL SEPARATION IS NOT POSSIBLE AT SEWER
& WATER LINE CROSSINGS, PIPING SHALL BE D.I.P. FOR A
DISTANCE OF 10' ON EACH SIDE OF POINT OF CROSSING.
2. SEWER TO PASS UNDERNEATH WATER AT ALL CROSSINGS.
�B5SEWER FM / WATERLINE CROSSING DETAIL
JOW1I11WAR
PROPOSED STANDARD 4' DEEP CONCRETE MANHOLE
i i wi vv�v v i v v
n• I V 1
d..
PROPOSED 6" Seametrics WAG 4700
FLANGED MAGMETER d•
I
• d
%
r
5X DIAMETER • 2X DIAMETER
OF PIPE OF PIPE
A
d
• d
d• i . . • • • d • . d
• •d • . . d
• d
A.
• . . d
A5 PROPOSED METERING MANHOLE - DETAIL
C-500 SCALE: NONE
Project:
BEFORE YOU DIG!
CALL 1-800-632-4949
IT'S THE LAW!
Corolla Bay Pump Station Upgrade
Sheet Title:
MISCELLANEOUS CONSTRUCTION DETAILS
Owner:
Carolina Water Service, Inc. of NC
5701 W. Park Dr., Suite 101
Charlotte, NC 28217
Phone: [phone]
Designed By:
RGB
Sheet No:
C-500
5 of 6
Drawn By:
SEB
Checked By:
LRB
Approved By:
RGB
Original Release Date: 30 JAN 2019
Arch D Size Sheet
Scale :
AS SHOWN
Project No: 9-022
NORTH
CAROLI NA
FIRM LICENSE
C-4218
BURGIN
ENGINEERING,
INC.
30 t7,41(/20>9
�0�000�
Burgin Engineering Inc.
PO BOX 1804 IRMO, SC 29063
803-730-1175