WQ0033888_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
April 24, 2009
Mr, Dwight Smith, Town Administrator
Town of Norwood
PO Box 697
Norwood, NC 28128
Subject: Permit No. WQ0033888 Corrected
Lakeshore Drive Pump Station
Wastewater Collection System Extension
Stanly County, North Carolina
Dear Mr, Smith,
In accordance with your complete application received on April 17, 2009, we are forwarding
herewith Permit No, WQ0033888 (corrected copy) originally dated April 21, 2009, to the Town of
Norwood for the construction only of the subject wastewater collection system extension. This permit
shall be effective from the date of issuance until rescinded and shall be subject to the conditions and
limitations as specified therein, This cover letter shall be considered a part of this permit and is
therefore incorporated therein by reference.
The Division has expressed concern over the collection system capacity and recognizes that
efforts are in progress to address the concern, However, issuance of this construction only permit does
not guarantee issuance of a permit to operate. Requests for permit modifications to place a sewer into
operation are required and will be evaluated on an individual basis in the order received. Approval will
be based on a review of the downstream sewer and receiving plant capacity, Construction of this
permitted system is at the Permittee's own risk and the Permitee shall be held accountable per G.S.
143-215,67(a) should compliance issues arise.
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 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable: 3) 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
Mooresville Regional Office
Location: 610 East Center Ave.. Suite 301 Mooresville, NC 28115
Ph'one. [phone] \ Fax: [phone] \ Customer Service. 1-877-623-6'748
Internet: www.wr.ncwaterquality.of
Onc
NorthCaroI'ina
Naturally

Mr Sm[in
Page 2
April 24, 2009
§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 for the construction only of approximately 3,743 linear feet of 6-inch force main, 53 feet of 8-
inch gravity sewer, 275 gallon per minute pump station (with duplex pumps, on -site audible and visual
high water alarm. and a permanent on -site generator with automatic transfer switch), and the discharge
of 0 gallons per day of domestic wastewater into the Town of Norwood existing sewerage system in
conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February
12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000, as applicable, and other supporting data subsequently
filed and approved by the Department of Environment and Natural Resources and considered a part of
this permit.
The sewage and wastewater collected by this system shall be treated in the Town of Norwood
VVVVTP (NPDES Permit No, NC0021628) prior to being discharged into the receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the Town of Norwood. Norwood must utilize whatever
tracking tools necessary for planning additions of sewer flow in order to maintain compliance
with the WWTP permitted limits and the collection system permit WQCS00153.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714, Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699,
Sincerely,
, •------'
or Coleen H. Sullins
cc; Mooresville Regional Office, Collection System Permit Files
Sam Knoble, Koonce, Noble & Associates, Inc.
Stephen Chambers, Chambers Engineering, PA
Surface Water Protection Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit, 15A NCAC 2T; 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 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403.
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and 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 §143-215.1C.

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 2T ,0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable,
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215,6A through §143-215,6C.
In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities,
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch, 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B ,0200 and 15A NCAC 2H ,0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
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 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 Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. 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.
12. This permit shall be for the construction of the wastewater collection facilities only. No flow shall
be made tributary to the subject facilities until permit modification application is submitted (with
the appropriate fee), a modified permit is issued, and the Engineer's Certification is received
and approved by the Division.
Permit issued this the 21st day of April, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033888
3

Fast Track Engineering Certification
Permit No. WQ0033888
April 21, 2009
Owner.)W'QCSAN TP
Dwight Smith, Town Administrator
Town of Norwood
PO Box 697
Norwood, NC 28128
PE
Sam Knoble
Koonce, Noble & Assoc. Inc,
268 E. 5P' Street
Lumberton, NC 28538
Complete and submit this form to the per rr'it issuing regional office with the following:
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any chap es resultin in non -corn fiance with this ermit re ulations or
minimum design criteria,
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and arll
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
0l Partial © Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (El periodically, © weekly, © full time) the construction of Lakeshore Drive Pump Station, a
Stanly County project for the Permittee, hereby state that, to the best of my abilities, due care and diligence was used
in the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2T„ 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
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
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.

4r9frA
,110
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
April 21, 2009
Mr. Dwight Smith, Town Administrator
Town of Norwood
PO Box 697
Norwood, NC 28128
Subject: Permit No. WQ0033888
Lakeshore Drive Pump Station
Wastewater Collection System Extension
Stanly County, North Carolina
Dear Mr. Smith,
In accordance with your complete application received on April 17, 2009, we are forwarding
herewith Permit No. WQ0033888 dated April 21, 2009, to the Town of Norwood for the construction
only of the subject wastewater collection system extension. This permit shall be effective from the date
of issuance until rescinded and shall be subject to the conditions and limitations as specified therein.
This cover letter shall be considered a part of this permit and is therefore incorporated therein by
reference.
The Division has expressed concern over the collection system capacity and recognizes that
efforts are in progress to address the concern. However, issuance of this Construction only permit does
not guarantee issuance of a permit to operate. Requests for permit modifications to place a sewer into
operation are required and will be evaluated on an individual basis in the order received. Approval will
be based on a review of the downstream sewer and receiving plant capacity. Construction of this
permitted system is at the Permittee's own risk and the Permitee shall be held accountable per G.S.
143-215.67(a) should compliance issues arise.
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 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) 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
Mooresville Regional Office
Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: .[phone] Fax: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterqualitv.orq
None
rthCarolina
7Vattrrall

Mr. Smith
Page 2
April 21, 2009
§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 for the construction only of approximately 3,743 linear feet of 6-inch force main, 53 feet of 8-
inch gravity sewer, 226 gallon per minute pump station (with duplex pumps, on -site audible and visual
high water alarm, and a permanent on -site generator with automatic transfer switch), and the discharge
of 0 gallons per day of domestic wastewater into the Town of Norwood existing sewerage system in
conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February
12, 1996, as applicable: the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting data subsequently
filed and approved by the Department of Environment and Natural Resources and considered a part of
this permit.
The sewage and wastewater collected by this system shall be treated in the Town of Norwood
WVVTP (NPDES Permit No. NC0021628) prior to being discharged into the receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the Town of Norwood. Norwood must utilize whatever
tracking tools necessary for planning additions of sewer flow in order to maintain compliance
with the WVVTP permitted limits and the collection system permit WQCSO0153.
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 159E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714, Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely, PP//
Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit Files
Sam Knoble, Koonce, Noble & Associates. Inc.
Stephen Chambers, Chambers Engineering, PA
Surface Water Protection Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; 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 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and 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 §143-215.1C.
1

4, This permit shall not be transferable. In the event there is a desire far 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 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for he fe
of the wastewater collection facilities.
Failure to abide by the conditions and limitations contained in this permit: 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215,6C.
9, In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch, 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11, Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
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 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 Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. 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.
12. This permit shall be for the construction of the wastewater collection facilities only. No flow shall
be made tributary to the subject facilities until permit modification application is submitted (with
the appropriate fee), a modified permit is issued, and the Engineer's Certification is received
and approved by the Division.
Permit issued this the 21st day of April, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coieen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033888
3

Fast Track Engineering Certification
Permit No, WQ0033888
April 21, 2009
0wnerQCSiWWTP
Dwight Smith, Town Administrator
Town of Norwood
PO Box 697
Norwood, NC 28128
PE
Sam Knoble
Koonce, Noble & Assoc Inc
208 E. 5u" Street
Lumberton, NC 28538
Complete and submit this form to the permit issuing regional office with the following;
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage f portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulti in non-com liance 'th hi . re ulations
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and ak
required supporting .documentation have been received by the Division. Therefore, it is highly reco ornended
that this certification be sent in a manner that provides proof of receipt by the Division,
ENGINEER'S CERTIFICATION
[11 Partial LJ Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (0 periodically, El weekly, LI full time) the construction of Lakeshore Drive Pump Station, a
Stanly County project for the Permittee, hereby state that, to the best of my abilities, due care and diligence was used
in We observation of the construction such that the construction was observed to be built within substantial
compliance of this permit, 15A NCAC 2T; 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
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
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,

. USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ)
. 1. Owner/Permittee:
_
' la. Town of Norwood
Full Legal Name (company, municipality, HOA, utility, etc.)
0 1 b. Dwight Smith, Town Administrator
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized
signing officials!)
Q 1 c. The legal entity who will own this system is:
0 Ef ■ Individual ■ Federal Municipality 0 State/County 0 Private Partnership„■ Corporation ■ Other (specify):
0 ld. P. O. Box 697 le. Norwood
LL Mailing AddressCity
1f. North Carolina lg. 28128
Z State Zip Code
0 1h. 704-474-3416 1i. 704-474-3201 1j. townofnorwood©carolina.ncom
i"' Telephone Facsimile
U,2. Project (Facility) Information:
E-mail
2b. Staniy
J 2a. Lakeshore Drive Pump Station
aBrief Project Name (permit will refer to
Q 3. Contact Person:
this name) County Where Project is Located
Q3a. Sam Noble, Jr.
Name and Affiliation of Someone Who Can Answer Questions About this Application
36. 910-738-9376 3c. [e-mail]
Phone Number E-mail
1. Project is ® New ■ Modification (of
an existing permit) If Modification, Permit No.:
2. Owner is ® Public (skip to item B(3)) 0 Private (go to Item 2(a))
2a. If private, applicant will be:
❑ Retaining Ownership (i.e. store, church,
❑ Leasing units (lots, townhomes, etc.
2b. If sold, facilities owned by a (must choose one)
(instruction C)
Assoc./Developer (Instruction D)
single office, etc.) or • Public Utility
- skip to Item B(3)) ❑ Homeowner
- go to Item B(26))
• ■ Selling units (lots, townhomes, etc.
3. Town of Norwood
Z Owner of Wastewater Treatment Facility (W VTF) Treating Wastewater From This Project
0 4a. Town of Norwood Wastewater Treatment Plant 4b. NC0021625
Name of WWTF WWfF Permit No.
5a. Town of Norwood 15b. 8" iO. Gravity c.
OOwner of Downstream Sewer Receiving
LL 6. The origin of this wastewater is (check
Z
Sewer Size i❑ Force Main Permit # of
all that apply):
• Retail (Stores, shopping centers)
Downstream Sewer (Instruction E)
100
I— ►rli Residential Subdivision
DomestidCommercial
% Industrial (attach
❑ Apartments/Condominiums
0 Institution
0 Hospital
❑ Church
E • Mobile Home Park
De ■ School
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
W • Restaurant
• Nursing Horne
O. ■ Office
• Other (specify):
cri
7. Volume of wastewater to be allocated
or permitted for this particular project: 0 gallons
per day
permits that connect to this line
NCAC 02T .0303 to determine if a
*Do not include future flows or previously
8. If the permitted flow is zero, indicate why:
permitted allocations
Line where flow will be permitted in subsequent
Permit No.
►d Pump Station, Outfall or Interceptor
• Flow has already been allocated in
• Rehabilitation or replacement of existing
permit is required)
sewer with no new flow expected (see 15A
FrA 12/07

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
NOTE: The flows Included in this application are from Edgewater on Lake Tillery to be submitted on a separate application.
73 houses x 3 brmouse x 120 gpd/br = 26,280 gpd.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8"
6"
Length (feet)
53
3743
New Gravity or Additional
Force Main
New Gravity
New Force Main
Q 11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
LU
M Pump Station Location ID Lakeshore Drive Pump Station
2
1--
Design Flow
(MGD)
Operational Point
GPM @TDH
(self chosen - as shown on plans/map for reference)
Power Reliability Option
1 - permanent generator w1ATS;
2 - portable generator w/MTS
275@ 148 1
Force Main Size Force Main Length
6 3743
Pump Station Location ID
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
- - - -
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w1ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Operational Point Power Reliability Option
1
GPM @TDH - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator wIMTS
12. Wll the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
['Yes ® No If Yes, permit number of 2nd treatment facility
(RO - if "yes" to 6,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA12/07

14. • Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes El No El N/A
El Yes ❑No ®NIA
Stormwater?
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details
1.
1 a.
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
!, Dwight Smith , attest that this application for Lakeshore Drive Pump Station has
been reviewed by me and is accurate and complete to the best of my knowledge. ! understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included,
this application package is subject to being returned as incomplete. Note: in accordance with North Carolina General
Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be gullfy of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well s civil penalties up to $25,000 per violation.
Lt.
/�
Signing Officiaignature 'pate
ENGINEERING DESIGN. DOCUMENTS MUST BE COMPLETED PRiOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
y TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Z-
O
I— 2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
• 1
0 1, Sam R. Noble, Jr., P. E. attest that this application for Lakeshore Drive Pump Station has been reviewed by me and is
LL. accurate, complete and consistent with the information in the engineering plans, calculations, and all other .supporting
i— documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has
ir been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
W adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
0 Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although other
Li professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that i have reviewed this material and have judged it to be consistent with the proposed design.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Sam R. Noble, Jr., P. E.
Professional Engineer Name
2b. Koonce, Noble & Assoc., Inc.
Engineering Firm
2c. 208 E. 5th Street
Mailing Address
2d. Lumberton
City
2g. 910-738-9376 2h. 9 0
2e. NC 2f. 28358
State Zip
1 738 9378 2i. [e-mail]
Telephone Facsimile
E-mail
Ws *. . •,,41..SS/04 4. l?' 'A;.
f :°g W14A 1
a
J,�s 4k7y1 8
Gri a�`g.'
114if ,-'•'+a,.5.e.,5::-. B�;yr`
NC PE Seal, Signature & Date
FTA 12/07

PROJECTED FLOW CALCULATIONS
FOR LAKESHORE DRIVE PUMP STATION
1) TOTAL PROJECTED FLOW
PROJECTED DEVELOPMENT (EDGEWATER)
157 UNITS @ 120 GPD/BR X 3 BRIUNIT = 56,520 GPD
39 UNITS @ 120 GPD/BR X 2 BRIUNIT = 9,360 GPD
TOTAL PROJECTED DEVELOPMENT = 65,880 GPD
LAKESHORE DRIVE
54 @ 120 GALIBR X 3 BR/UNIT = 19,440 GPD
ADDITIONAL GROWTH
50 @ 120 GPD/BR X 3 BR/UNIT = 18,000 GPD
TOTAL PROJECTED FLOW 103;320 GPD
PEAK FACTOR = 3.8
PEAK FLOW = 273 GPM

TOWN ADMINISTRATOR PO BOX 697; 116 S MAIN S `
NORWOOD, NC 28128
[phone]; FAX: [phone]
TOWN CLERK E-mail: townothouwood 2carolina.rr.cnr
Pam Lisenby
Dwight Smith
April 1.6, 2009
'N.C. Dept. of Environment & Natural Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, NC 28115
Attn.,: Ms. Dee Browder
Dear Ms. Browder:
Enclosed are two Fast -Track Applications and two Projected Flow Calculations for the Lake
Shore pump station.
Please call if we need more information.
MAYOR
Larry McMahon
COMMISSIONERS
James Lilly
Alphonzo Rush
Beverly Johnson
Harold Thompson
Sincerely,
D IFHT SHIM'
7
D5Ypl
Enclosures

State of North Carolina.
Department of Environment and Natural Resources
Division of Water Quality
Flowv Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE --10/07)
Project Applicant Name:
Project- Name for which f
More than one FTSE-JO 07 ma'
pump stations along the route of the pr
awn of Norv°ood
being requested: ss_Lakeshore Driye Put x Station
fuired Jl;rr a single pr€ject it the owner
`TP is not responslhlefoe all
l:. Complete this section only i.f you are the owner of the wastewater trey
a. WWTP Facility Name: Town of Norwood WWTP
b. WWTP Facility Permit r+: NC0021625
n
plant.
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h, Percent of permitted flow used
All flows ar
0.75
0.00
n MG,D
0.32
0.02628
0.346
462
11. Complete this section for each pump station
proposed wastewater flow.
List pump stations located between the project connec
Pump Station Name
CAA
ou are responsible for along the route of this
n point and the WWTP
Approx. Capacity, MGD
(FirmiDesign)
0.3
Approx. Current Avg.
Daily Flow, MGD
0.125
NOTE: The flow requested for this project is for the initial phase of Lgewttter on Lake
Tillery to he submitted on a separate application.
related anitarw
treatment plant under normn1
established policies and procedu
listed above in Sections 1 and If
acceptance of t lli's wastewater flow,
Si
ce
d in this prc
and that the flow
s or overburden
innstance. "tihi
best of t tv knowledge, the addition of the
has been evaluated along the route to the receiving
nl this project is not anticipated to cause any capacity
nstream, pump station en route to the receiving
analysis has been performed in accordance with local
s using the best available data, This certification applies to those items
hich I am the responsible parry. Signature of this form indicates

�}
NCDENR
Norte Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary.
April 6, 2009
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7007 2760 0001 8497 4519
Mr, W. Dwight Smith, Town Administrator
Town of Norwood
PO Box 697
Norwood, NC 2. 128
Subject: Permit No. W00033888
Lakeshore Drive Pump Station
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr Smith,
The Division of Water Quality's Mooresville Regional Office (MRO) will need the following information
prior to processing your application.
1. Volume of wastewater to be allocated or permitted for this particular project: B. Permit Information 7.
Flows associated with pump stations and force mains are normally approved through subsequent
infrastructure permitting for actual users. It is our understanding that this portion of the future collection
system will be reviewed and evaluated by the Construction, Grants and Loans Section (CG&L) under
separate application.
Because of these considerations the MRCS recommends that this permit application be revised to 0 flow for
Section B. Permit Information 7. and the box in number 8, of the permit application be selected that indicates
that pump station, outfall or interceptor line where flow will be permitted in subsequent permits that connect to
this line.
2, MRO will need additional correspondence that confirms that the size and the scope of the project is
adequately sized for future tributary flow. Include detail about the future flows from other projects that are in
the design phase that will be tributary to this Lakeshore Drive Pump Station application.
Pease note that the item(s) listed above must be included and/or completed prior to consideration of the
permit application package (with fee) for approval. The success of the fast -track approval process depends upon
the receipt of complete and accurate applications. Please submit the appropriate additional attachments. The
review process will then begin upon receipt of the completed and/or corrected application.
Mooresv4 e Re�asor al a1` ce
Location: E10 East Center Ave., Suite 301 Mooresville, NO 281.10
Phone, [phone] t Fax: ;704) 663-6040 Customer Service: 1-877--623-6748
Internet: www.ncwatergualitv.org
ArF En al Onoort+uun,Ev E..pl3ver - R ec}G e J,1 D% Pc"

Mr. Smith
Page 2
April 6, 2009
Please be advised that construction and/or operation of wastewater collection system extension without a
valid permit is a violation of North Carolina General Statute 143-215.1 and may subject the Applicant to
appropriate enforcement actions in accordance with North Carolina General Statute 143-215,6. Civil penalties of
up to $25,000 per day per violation may be assessed for failure to secure a permit required by North Carolina
General Statute 143-215,1.
If you should have any questions regarding the acceptance of your application, please do not hesitate to
contact me at 7042352203. Thank you for your cooperation.
Environmental Engineer I
cc. Sam Noble, Koonce, Noble & Associates.
Stephen Chambers, PE

Koonce, Noble & Associates, Inc.
Consulting Engineers
March 10, 2009
DWC
North Carolina Department of Environment
and Natural Resources
Mooresville Regional Office
610 E. Center Avenue
Mooresville, North Carolina 28115
Gentlemen:
RE: LAKESHORE DRIVE PUMP STATION
FOR THE TOWN OF NORWOOD, NORTH CAROLINA
Enclosed with this letter are the .following items on the above -referenced project:
1 . Original and One Copy of the Fast Track Application.
2. Original and one copy of a USGS Topographic Map and a Street Level ap.
3.. Original and One Copy of the Flow Tracking/Acceptance Form,
4. A check in the amount of $480..00.
We trust that you will find the enclosed documents complete and in order for review and ap-
proval.
Sincerely,
KOONCE, NOBLE & ASSOCIATES, INC.
Sam R. Noble, .1.r., P.E.
SRNjr/ftf
enclosures
c: Mr. Dwight Smith
208 EAST FIFTH STREET
TELEPHONE [phone]
P. O. BOX 1027 LUMBERTON, NC 28359
FAX [phone] E MAIL: knal@ bellsouth.net

SITE: LAKESHORE PUMP STATION & FM
STREET LEVEL MAP
DATE: 2009
SCALE: 1" = 1,000'
PROJECT SITE
New St
KOONCE, NOBLE
& ASSOCIATES, IN
CONSULTING ENGINEERS
208 EAST 5th STREET
P.0, f30X 10a7
I UMIBERlON NC 28359
1910) 738-9376
FAX [phone]
1 k%L •= kita 7 be)Isouth,nel

SITE: LAKESHORE PUMP STATION & FM
SOURCE: USGS QUADRANGLE
DATE: 1986
LSCALE: 1'° = 1,000'
PROJECT SITE.
KOONCE, NOBLE
& ASSOCIATES, INC.
CONSULTING ENGINEERS
208 FAST 5Ph„STREET
P O, BOX 1027
;h1BER FON, NC 23359
9I0) 738-9376
FAX (910) 7,18.9378
EMAIL kna l teEellx +uah,ncx

Re: WQ0033888 Town of Norwood
Subject: Re: WQ0033888 Town of Norwood
From: Seth Robertson <[e-mail]>
Date: Tue, 17 Mar 2009 16:32:35 -0400
To: Dee Browder <[e-mail]>
CC [e-mail], Jennifer Haynie <[e-mail]>, don Evans <[e-mail]>
Dee, this is my understanding:
This work'was previously being funded by us. Per a phone conversation with the Town a few weeks ago they indicated
they might. want to break out this portion of the work and I believe that this is now in your .shop as a fast -track. I
did the original review two years ago for some of this work but things have changed, significantly in the mean time.
We have a WQ0032367 for a larger portion of this work including the PS, that will likely be returned due to
significant changes in the project since the original submittal. I will however forward your email to the: group that.
has reviewed the engineering report recently so that they can provide information regarding the, PS. Let me' know if
you have any questions.
Thanks,
Seth
Dee Browder wrote:
Lakeshore Drive Pump Station
Seth,
Could you forward this to the person on your staff that may be familiar with the permit application associated
with this force main and pump station going to the Town of Norwood WWTP in Stanly County. It would service an area
along lake Ti'ley I think. We have some concerns in the. MRO with the recent and: ongoing SSO'.s in. this collection
system and want to make sure that we are looking into all the information needed to evaluate this application. I
am not certain that there is an application associated with this project in your office. Could you let me know.
Thanks
Dee
E:-mail correspondence to and from this address may be: subject to. the North.Carolina 2ublic Records Law and may be
disclosed tothird parties,
1 of 1 3/I7/2009 4:53 PN

it Number WQ40
Program Category
Non -discharge
Permit Type t Y,.( :r ,.
Gravity Sewer Extension, Pump Stati
Extensions
Primary Reviewer
dee.browder
Permitted Flow
0
& Pressure Sewer
Central Fifes. APS SWP
04/2111©9
Permit Tacking Slip
Status
Active
Version Permit Classification
1.00 Individual
Project. Type
New Project
Permit Contact Affiliation
Facility Name
Lakeshore Drive Pump Station
Location Address
Owner ..
Owner Name
Town of Norwood
Pates/E.vents
Orig Issue
04/21/09
fieyatlated AC
Subdivi,ac
Major nor
Minor
Region
Mooresville
County
Stanly
Facility Contact Affiliation
App Received
03/11/09
1rVastewater collection
wa'terbody Name
Owner Type
Government - Municipal
Owner Affiliation
1rW Smith, Administrator Town
P© Box 697
Norwood NC 28128
Draft initiated
Scheduled
Issuance
Public Notice Issue Effective
04/21/0,9 04/21/09
J euuestvd/Receiygd Eve
Other agency comments received
Other ;agency cornrnents requested
Additional information requested
Additional
Stream Index Number
Ion received
Current Class
Expiration
03/17/09
03/17/09
04/06/09
04/17/09
Subbasi

Koonce, Noble & Associates, Inc.
Consulting Engineers
May 28, 2010
11W
North Carolina Department of Environment
and Natural Resources
Mooresville Regional Office
Surface Water Protection
610 E. Center Avenue, Suite 301
Mooresville, North Carolina 28115
Gentlemen:
RE: LAKESHORE DRIVE PUMP STATION
FOR THE TOWN OF NORWOOD, NORTH CAROLINA
Enclosed with this letter are the following items:
1. One copy of project record drawings.
2. S-upporting design calculations.
3. Engineer's certification,
Please let us know if we need to furnish any additional information before your approval of the
enclosed data.
Sincerely,
KOONCE, NOBLE & ASSOCIATES, INC.
Sam R. Noble, Jr„ P.E.
SRN' /fit -
enclosure
c: Mr. Dwight Smith
208 EAST FIFTH STREET
TELEPHONE (910) 73&9376
P. O. BOX 1027 LUMBERTON, NC 28359
FAX (910) 73&9378 E MAIL knal@ bellsouth.net

Lakeshore Drive Pump Station
Calculations
Determine Flow
Edgewater On Lake Tillery
73 3 BR Units
360 gpd unit
26230 gpd
Totai 26280 gpd
18,25 gpm
Peak ti.~lse Peak. Factor 3.6) 63.875 gpm
Cycle Time
Initial Final
Inflow Rate 18 gprn 78 gpm
Pump Capacity 275 gpm 275 gpm
Wetwell Dia 6 feet 6 feet
Pumping Vol. Depth = 24 inches 24 inches
Pumpng Vol, = 423 gallons 423 gallons
Fill Time 23.5 Minutes 5.4 Minutes
Pump Time 1,65 Minutes 2,15 Minutes
Cycle Time 2,5.13 Minutes 7,57 Minutes
Cycles!Hour 2,39 7.93
Force Main Travel Time
Length PVC(feet) 3743 Lf.
Length HDPE (feet) 0 l.f,
D (inches) PVC 6 Diameter of force
D (inches) HOPE 3,633 Diameter of force
Vol. 5497.7 Gads.
ADF = 26280 GPD
Travel Time = 5.f}2 hours
Force Main Depressed Section
Length PVC(feet) 3743 G.f.
D (inches) PVC 6 Diameter of
Voi. 5497.7 Gays,
Pumped Vol. 452.38
in
in

Design Point
Initial Condition
Length PVC(feet)
Length HDPE (feet)
Q(gpm )
C
D (inches) PVC
D (inches) HDPE
High Point
Low Point
Hf PVC
Hf HDPE
Static Head
TDH
Velocity
Final Condtion
Length PVC(feet)
Length HDPE (feet)
Q(gpm)
C
D (inches) PVC
D (inches) HDPE
High Point
Low Point
Hf PVC
Hf HDPE
Static Head
TDH
Velocity
Pump Station Flotation
Top Elevation
Bottom Floor Elev. _
Bottom of Slab =
Ground Elev. =
Station Buried Depth =
Height of Sturcture =
Height
Base
Riser (1)
Riser (1)
Top
Total =
3801 total equivalent feet
0 l.f.
275 pump flow
140 friction factor
6 Diameter of force main
6 Diameter of force main
394 Feet AMSL
276.72 Feet AMSL
22.87 ft
0.00 ft.
117.28 ft.
140.15 ft.
3.12 ft/sec (2 ft/sec min.)
3801 total equivalent feet
0 I.f.
275 pump flow
120 friction factor
6 Diameter of force main
6 Diameter of force main
394 Feet AMSL
276.72 Feet AMSL
30.41 ft
0.00
117.28
147.69
3.12 ft/sec
147.5 Feet AMSL
129 Feet AMSL
128.33 Feet AMSL
145.5 Feet AMSL
17.17 Feet
19.17 Feet
13 inches
76 inches
80 inches
16 inches
185 inches
Weight of Soil
Vol. = 386.00 CF
Wt. = 55 lbs./CF X Vol.
Wt. = 21230 lbs.
Total Wt. = 54710 lbs.
(2 ft/sec min.)
Weight
8475 lbs.
10035 lbs.
10570 lbs.
4400 lbs.
33480 lbs.

Bouancy
O. D. = 7.17 feet
Depth = 14 feet
Vol. = 564.98 CF
Uplift = 35254.99 lbs.
OK
Water Hammer
Transient Surge
Max. Velocity = 3.12 fps
K (fluid bulk modulus) 300000 psi
D = 6 inches
E = 400000 psi
t = 0.214 inches
DR= 21
a = wave velocity
a = 4660/(1+(K-(DR-2))/E)^0.5
a = 1193 FPS
P = Pressure Surge
P = aV12.31g
P = 50.06 psi
Cyclic Surge
P=
P=
S=
S=
S=
C=
C=
Operating Pressure + Pressure Surge
113.99 psi
Peak Hoop Stress
P*(DR-1)12
1139.91716 psi
(5.05 * 10^21)•S^(-4.906)
5084766.49 Pressure Surge Cycles
Cycles/year 2.39 Cycles/Hrs./day x 365 days/year
20913.395 Cycles/year
Life 243 years

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