HomeMy WebLinkAbout2006-07-18-Meeting Agenda
Commission Meeting Agenda
Commission Chamber
7/18/2006
2:00 PM
INVOCATION: Dr. Larry Hill, First New Hope Baptist Church
PLEDGE OF ALLEGIANCE TO THE FLAG OF THE UNITED STATES OF AMERICA.
PRESENTATION(S)
A. Mayor's Masters Reception Committee presentation of checks to
the Georgia Golf Hall of Fame, ASU Women's Golf Team and the
Augusta-Richmond County Historical Society.
Attachments
B. TeamAugusta-Appreciation Certificates (Requested by
Commissioner C. Keith Brown)
Attachments
RECOGNITION(S)
Employee of the Month Award
C. P.C. Abraham and Debbie Freeman, Information Technology
Department
Attachments
CONSENT AGENDA
(Items 1-30)
PLANNING
1. Z-06-72 – A request for concurrence with the Augusta-Richmond
County Planning Commission to APPROVE a petition by
Meybohm Development Group, on behalf of Byron B. Mangum,
Attachments
requesting a change of zoning from Zone A (Agriculture) to Zone
B-2 (General Business) affecting property containing 14.5 acres
and located where the northwest right-of-way line of Gordon
Highway intersects the southwest right-of-way line of Robinson
Avenue. (Tax Map 078 Parcel 004) DISTRICT 3
2. Z-06-70 – A request for concurrence with the Augusta-Richmond
County Planning Commission to APPROVE a petition by Lisa
Clark requesting a Special Exception to establish a Family Day
Care Home per Section 26-1 (F) of the Comprehensive Zoning
Ordinance for Augusta-Richmond County affecting property
containing .24 acres and is known under the present numbering
system as 2629 Cranbrook Drive. (Tax Map 130 Parcel 171)
DISTRICT 4
Attachments
3. Z-06-69 – A request for concurrence with the Augusta-Richmond
County Planning Commission to APPROVE a petition by Natalie
H. Robinson requesting a Special Exception to establish a Family
Personal Care Home per Section 26-1 (H) of the Comprehensive
Zoning Ordinance for Augusta-Richmond County affecting
property containing .21 acres and is known under the present
numbering system as 1607 Cider Lane. (Tax Map 123-4 Parcel
030) DISTRICT 2
Attachments
4. Z-06-68 – A request for concurrence with the Augusta-Richmond
County Planning Commission to APPROVE a petition by Derrell
Garnto, on behalf of Beam’s Contracting Inc., requesting a change
of zoning from Zone A (Agriculture) to Zone HI (Heavy Industry)
with a Special Exception to establish an inert fill area per Section
24-2 (18) of the Comprehensive Zoning Ordinance for Augusta-
Richmond County affecting property containing approximately 9.5
acres and located a point 990 feet, more or less, south of the south
right-of-way line of Dixon Airline Road and being 1,935 feet east
of Mike Padgett Highway. (Tax Map 145 Parcel 029-01)
DISTRICT 6
Attachments
5. FINAL PLAT – RIVERSTONE – S-693 – A request for
concurrence with the Augusta-Richmond County Planning
Attachments
Commission to APPROVE a petition by Southern Partners Inc., on
behalf of Homesites, LTD., LLC., requesting final plat approval
for Riverstone Subdivision. This residential subdivision is located
off Dennis Road across from Parker Street and contains 28 lots.
6. Z-06-70 – A request for concurrence with the Augusta-Richmond
County Planning Commission to APPROVE a petition by Lisa
Clark requesting a Special Exception to establish a Family Day
Care Home per Section 26-1 (F) of the Comprehensive Zoning
Ordinance for Augusta-Richmond County affecting property
containing .24 acres and is known under the present numbering
system as 2629 Cranbrook Drive. (Tax Map 130 Parcel 171)
DISTRICT 4
Attachments
7. Z-06-71 – A request for concurrence with the Augusta-Richmond
County Planning Commission to APPROVE with the condition
that there shall be no substantial improvements to the existing
structures and no new construction; a petition by Full Faith
Missionary Baptist Church, on behalf of William Wise, requesting
a Special Exception to establish a church per Section 26-1 (A) of
the Comprehensive Zoning Ordinance for Augusta-Richmond
County affecting property containing two land parcels totaling .34
acres and is known under the present numbering system as 1914
and 1916 Alabama Road. (Tax Map 087-2 Parcels 025 & 026)
DISTRICT 2
Attachments
8. Z-06-73 – A request for concurrence with the Augusta-Richmond
County Planning Commission to APPROVE a petition by Starrette
Trucking requesting a Special Exception to establish an inert fill
area per Section 26-1 (O) of the Comprehensive Zoning Ordinance
for Augusta-Richmond County affecting property containing
approximately 75 acres and located 1,280 feet, more or less, west
of where Barton Chapel Road intersects the Seaboard Coastline
Railroad. (Tax Map 067 Parcel 044, Tax Map 053 Parcel 085.01
and part of Tax Map 053-4 Parcel 002) DISTRICT 3
Attachments
9. Z-06-74 – A request for concurrence with the Augusta-Richmond
County Planning Commission to APPROVE a petition by Fred
Attachments
Sims, Jr., on behalf of Georgia Vitrified Brick and Clay,
requesting a change of zoning from Zone A (Agriculture) and
Zone LI (Light Industry) to Zone B-2 (General Business) affecting
property containing approximately 31 acres and located on the
north right-of-way line of Gordon Highway, 2,900 feet, more or
less, west of a point where Old Gordon Highway intersects. (Part
of Tax Map 080 Parcel 001 and Tax Map 64 Parcel 004-01)
DISTRICT 3
10. Z-06-75 – A request for concurrence with the Augusta-Richmond
County Planning Commission to APPROVE a petition by Fred
Sims Jr., on behalf of Georgia Vitrified Brick and Clay, requesting
a change of zoning from Zone A (Agriculture) and Zone LI (Light
Industry) to Zone R-3B (Multiple-family Residential) affecting
property containing approximately 74 acres and located on the
north right-of-way line of Gordon Highway, 1,950 feet, more or
less, west of a point where Old Gordon Highway intersects. (Part
of Tax Map 080 Parcel 001 and Part of Tax Map 64 Parcel 004-
01) DISTRICT 3
Attachments
11. Z-06-77 – A request for concurrence with the Augusta-Richmond
County Planning Commission to APPROVE a petition by Michael
Webb, on behalf of the estate of Harold G. Bussell, requesting a
change of zoning from Zone R-1A (One-family Residential) to
Zone R-2 (Two-family Residential) affecting property
containing .43 acres known under the present numbering system as
2158 & 2160 Bayvale Road. (Tax Map 055-4 Parcels 082 & 083)
DISTRICT 5
Attachments
12. Z-06-78 – A request for concurrence with the Augusta-Richmond
County Planning Commission to APPROVE a petition by Ann
Davis, on behalf of Jam Ministries Inc., requesting a change of
zoning from Zone B-1 (Neighborhood Business) to Zone B-2
(General Business) affecting property containing approximately
1.8 acres and is known under the present numbering system as
3336 B Wrightsboro Road. (Tax Map 041-4 Part of Parcel 103)
DISTRICT 3
Attachments
13. ZA-R-175 – An request for concurrence with the Augusta-
Richmond County Planning Commission to APPROVE an
amendment to modify Section 15-2 (a) Two-family Residence (R-
2), Section 16-2 (b) Multiple-family Residence (R-3A), Section
17-1 (b) Multiple-family Residence (R-3B), and Section 18-1 (b)
Multiple-family Residence (R-3C) of the Comprehensive Zoning
Ordinance for Augusta-Richmond County that allows single-
family attached dwellings and condominiums by right or by
Special Exception. This amendment would thereby eliminate the
allowed single-family attached dwellings and condominium
density provision which is less than the multi-family unit density
in the same zoning classification.
Attachments
14. ZA-R-176 – An request for concurrence with the Augusta-
Richmond County Planning Commission to APPROVE an
amendment to the Comprehensive Zoning Ordinance for Augusta-
Richmond County to modify Section 26-2 Special Exceptions
relating to the use initiation time period. Special Exceptions for
churches or church related activities granted per Section 26-1 shall
initiate a use within five (5) years of the granting, or the Special
Exception shall no longer be valid.
Attachments
15. RESOLUTION – A request for concurrence with the Augusta-
Richmond County Planning Commission to APPROVE a request
for authorization for the filing of applications with the U. S.
Department of Transportation, the GA Department of
Transportation and the SC Department of Transportation for
transportation funds.
Attachments
PUBLIC SERVICES
16. Motion to approve Ordinances regarding a regulatory fee for
entertainment venues and alcohol sales at entertainment venues.
(Approved by Public Services Committee July 10, 2006)
Attachments
17. Motion to approve a request by Joanne C. Lamkin for a
Therapeutic Massage license to be used in connection with
Heavenly Hands Therapeutic Massage at Acacia Full Sevice Salon
Attachments
located at 2940 Inwood Dr. District 5. Super District 9. (Approved
by Public Services Committee July 10, 2006)
18. Motion to approve a request by Avery S. Dotie for a Massage
Operators license to be used in connection with Acacia Full
Service Salon located at 2940 Inwood Dr. District 5. Super District
9. (Approved by Public Services Committee July 10, 2006)
Attachments
19. Motion to accept a grant from CSRA-RDC for senior adult
wellness and recreation services in the amount of $80,681.00, and
to amend the 2006 budget accordingly. (Approved by Public
Services Committee July 10, 2006)
Attachments
20. Motion to Approve Bid Item #06-122 for a new triplex riding
greens mower for the Augusta Golf Course to the low bidder who
met all of the specifications, Kilpatrick Corporation for
$18,198.00. (Approved by Public Services Committee July 10,
2006)
Attachments
PUBLIC SAFETY
21. Motion to approve Proposal From WK Dickson & Co., Inc. for
Topographical Survey of the Webster Detention Center, in
association with the upcoming expansion to the Detention Center.
(Approved by Public Safety Committee July 10, 2006)
Attachments
22. Motion to approve bid award of Bid Item #06-131 to Continental
Construction as low bid for the renovation of Fire Station #3.
(Approved by Public Safety Committee July 10, 2006)
Attachments
23. Motion to approve Capacity Agreement FY2006 for state inmates
being housed in the Richmond County Correctional Institution.
(Approved by Public Safety Committee July 10, 2006)
Attachments
24. Motion to approve a memorandum of agreement (MOA) between
Augusta, Georgia and Fort Gordon, Georgia. (Approved by Public
Safety Committee July 10, 2006)
Attachments
FINANCE
25. Motion to approve the replacement of one airport security sedan
for $19,982.60 from Bobby Jones Ford of Augusta (Lowest bid
offer on bid 05-159). (Approved by Finance Committee July 10,
2006
Attachments
26. Motion to approve proposed Environmental Health Services Fee
Schedule for the Richmond County Health Department.
(Approved by Finance Committee July 10, 2006)
Attachments
27. Motion to approve 2006 Proposed Internal Audit Schedule.
(Approved by Finance Committee July 10, 2006)
Attachments
28. Motion to approve Resolution to waive Performance Audit.
(Approved by Finance Committee July 10, 2006)
Attachments
ENGINEERING SERVICES
29. Motion to approve proposed Change Order No. 3 to Horsepen
Sanitary Sewer Project AUD 50175. (Approved by Engineering
Services Committee July 10, 2006)
Attachments
30. Motion to approve Utilites Standards and Specifications Update.
(Approved by Engineering Services Committee July 10, 2006)
Attachments
****END CONSENT AGENDA****
AUGUSTA COMMISSION
7/18/2006
AUGUSTA COMMISSION
REGULAR AGENDA
7/18/2006
(Items 31-47)
PUBLIC SERVICES
31. Update/discuss New Ownership Application: A.N. 06-30: A
request by Yong Pyo Hong for an on premise consumption Beer
license to be used in connection with MLK Lounge located at
2238 Martin Luther King Blvd. District 2. Super District 9.
(Requested by Commissioner Williams)
Attachments
32. Update/discuss New Ownership: A. N. 06 - 28: A request by Yong
Pyo Hong for a retail package Liquor, Beer & Wine license to be
used in connection with Milledgeville Spirit Center located at
2238 Martin Luther King Jr Blvd. District 2. Super District 9.
(Requested by Mayor Pro Tem Marion Williams)
Attachments
ADMINISTRATIVE SERVICES
33. Consider a request from the Augusta Museum of History and the
Augusta Metro Convention & Visitors Bureau to place banners
along the street perimeter of the Augusta Museum of History
property.
Attachments
34. Discuss the execution of contract documents, ordinances and
resolution, etc. that have been approved by the Commission.
(Requested by Mayor Pro Tem Marion Williams)
Attachments
35. Approve Early Retirement of Ms. Mary Birkinshaw under the
1977 Pension Plan.
Attachments
36. Motion to approve disability retirement of Mr. Robert Harrison
under the 1977 Pension Plan.
Attachments
37. Motion to approve disability retirement of Mr. Thomas A. Alley
under the 1977 Pension Plan.
Attachments
38. This is a request to reclassify the Investigator II position to that of
an Assistant District Attorney position.
Attachments
FINANCE
39. Motiom to approve actuarial study by Georgia Municipal
Employees Benefit System of the proposed 1977 and 1998
Pension Plan changes. (No recommendation from Finance
Committee July 10, 2006)
Attachments
ENGINEERING SERVICES
40. Authorize additional engineering services to Zimmerman Evans
and Leopold in the amount of $445,000 for the proposed
additional engineering services to support the Augusta Canal
Licensing Process. (No recommendation from Engineering
Services Committee July 13, 2006)
Attachments
41. Approve Phase I of the attached job descriptions and organization
chart for the Engineering Department to provide a more efficient
structure and increase productivity. (No recommendation from
Engineering Services Committee July 10, 2006
Attachments
PETITIONS AND COMMUNICATIONS
42. Motion to approve the minutes of the regular meeting of the
Commission held June 29, 2006 and the Special Called Meeting
held July 10, 2006
Attachments
APPOINTMENT(S)
43. Motion to approve the recommendation of the Richmond County Attachments
Upcoming Meetings
www.augustaga.gov
Board of Family and Children Services to reappoint Dr. Thomas
C. Gardiner to a four-year team ending June 30, 2010.
OTHER BUSINESS
44. Discuss the utilization of Staff Attorney when the City Attorney is
absent from Commission meetings. (Requested by Mayor Pro Tem
Marion Williams)
Attachments
45. Discuss Commission's Rules of Procedures relative to the Mayor's
and Attorney's ruling during the June 29th Commission meeting.
(Requested by Mayor Pro Tem Marion Williams)
Attachments
46. Update from the Attorney regarding the investgation of the ING
incident. (Requested by Mayor Pro Tem Marion Williams)
Attachments
LEGAL MEETING
A. Pending and Potential Litigation.
B. Real Estate.
C. Personnel.
47. Motion to approve authorization for the Mayor to execute affidavit
of compliance with Georgia's Open Meeting Act.
Commission Meeting Agenda
7/18/2006 2:00 PM
Invocation
Department:
Caption:Dr. Larry Hill, First New Hope Baptist Church
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Mayor's Master Reception
Department:
Caption:Mayor's Masters Reception Committee presentation of
checks to the Georgia Golf Hall of Fame, ASU Women's
Golf Team and the Augusta-Richmond County Historical
Society.
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
TeamAugusta
Department:
Caption:TeamAugusta-Appreciation Certificates (Requested by
Commissioner C. Keith Brown)
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Employee of the Month Award
Department:
Caption:P.C. Abraham and Debbie Freeman, Information Technology
Department
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Planning Commission
Department:Planning Commission
Caption:Z-06-72 – A request for concurrence with the Augusta-
Richmond County Planning Commission to APPROVE a
petition by Meybohm Development Group, on behalf of
Byron B. Mangum, requesting a change of zoning from Zone
A (Agriculture) to Zone B-2 (General Business) affecting
property containing 14.5 acres and located where the
northwest right-of-way line of Gordon Highway intersects
the southwest right-of-way line of Robinson Avenue. (Tax
Map 078 Parcel 004) DISTRICT 3
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Planning Commission
Department:Planning Commission
Caption:Z-06-70 – A request for concurrence with the Augusta-
Richmond County Planning Commission to APPROVE a
petition by Lisa Clark requesting a Special Exception to
establish a Family Day Care Home per Section 26-1 (F) of
the Comprehensive Zoning Ordinance for Augusta-
Richmond County affecting property containing .24 acres
and is known under the present numbering system as 2629
Cranbrook Drive. (Tax Map 130 Parcel 171) DISTRICT 4
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Planning Commission
Department:Planning Commission
Caption:Z-06-69 – A request for concurrence with the Augusta-
Richmond County Planning Commission to APPROVE a
petition by Natalie H. Robinson requesting a Special
Exception to establish a Family Personal Care Home per
Section 26-1 (H) of the Comprehensive Zoning Ordinance
for Augusta-Richmond County affecting property
containing .21 acres and is known under the present
numbering system as 1607 Cider Lane. (Tax Map 123-4
Parcel 030) DISTRICT 2
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Planning Commission
Department:Planning Commission
Caption:Z-06-68 – A request for concurrence with the Augusta-
Richmond County Planning Commission to APPROVE a
petition by Derrell Garnto, on behalf of Beam’s Contracting
Inc., requesting a change of zoning from Zone A
(Agriculture) to Zone HI (Heavy Industry) with a Special
Exception to establish an inert fill area per Section 24-2 (18)
of the Comprehensive Zoning Ordinance for Augusta-
Richmond County affecting property containing
approximately 9.5 acres and located a point 990 feet, more or
less, south of the south right-of-way line of Dixon Airline
Road and being 1,935 feet east of Mike Padgett Highway.
(Tax Map 145 Parcel 029-01) DISTRICT 6
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Planning Commission
Department:Planning Commission
Caption:FINAL PLAT – RIVERSTONE – S-693 – A request for
concurrence with the Augusta-Richmond County Planning
Commission to APPROVE a petition by Southern Partners
Inc., on behalf of Homesites, LTD., LLC., requesting final
plat approval for Riverstone Subdivision. This residential
subdivision is located off Dennis Road across from Parker
Street and contains 28 lots.
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Planning Commission
Department:Planning Commission
Caption:Z-06-70 – A request for concurrence with the Augusta-
Richmond County Planning Commission to APPROVE a
petition by Lisa Clark requesting a Special Exception to
establish a Family Day Care Home per Section 26-1 (F) of
the Comprehensive Zoning Ordinance for Augusta-
Richmond County affecting property containing .24 acres
and is known under the present numbering system as 2629
Cranbrook Drive. (Tax Map 130 Parcel 171) DISTRICT 4
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Planning Commission
Department:Planning Commission
Caption:Z-06-71 – A request for concurrence with the Augusta-
Richmond County Planning Commission to APPROVE with
the condition that there shall be no substantial improvements
to the existing structures and no new construction; a petition
by Full Faith Missionary Baptist Church, on behalf of
William Wise, requesting a Special Exception to establish a
church per Section 26-1 (A) of the Comprehensive Zoning
Ordinance for Augusta-Richmond County affecting property
containing two land parcels totaling .34 acres and is known
under the present numbering system as 1914 and 1916
Alabama Road. (Tax Map 087-2 Parcels 025 & 026)
DISTRICT 2
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Planning Commission
Department:Planning Commission
Caption:Z-06-73 – A request for concurrence with the Augusta-
Richmond County Planning Commission to APPROVE a
petition by Starrette Trucking requesting a Special Exception
to establish an inert fill area per Section 26-1 (O) of the
Comprehensive Zoning Ordinance for Augusta-Richmond
County affecting property containing approximately 75 acres
and located 1,280 feet, more or less, west of where Barton
Chapel Road intersects the Seaboard Coastline Railroad.
(Tax Map 067 Parcel 044, Tax Map 053 Parcel 085.01 and
part of Tax Map 053-4 Parcel 002) DISTRICT 3
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Planning Commission
Department:Planning Commission
Caption:Z-06-74 – A request for concurrence with the Augusta-
Richmond County Planning Commission to APPROVE a
petition by Fred Sims, Jr., on behalf of Georgia Vitrified
Brick and Clay, requesting a change of zoning from Zone A
(Agriculture) and Zone LI (Light Industry) to Zone B-2
(General Business) affecting property containing
approximately 31 acres and located on the north right-of-way
line of Gordon Highway, 2,900 feet, more or less, west of a
point where Old Gordon Highway intersects. (Part of Tax
Map 080 Parcel 001 and Tax Map 64 Parcel 004-01)
DISTRICT 3
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Planning Commission
Department:Planning Commission
Caption:Z-06-75 – A request for concurrence with the Augusta-
Richmond County Planning Commission to APPROVE a
petition by Fred Sims Jr., on behalf of Georgia Vitrified
Brick and Clay, requesting a change of zoning from Zone A
(Agriculture) and Zone LI (Light Industry) to Zone R-3B
(Multiple-family Residential) affecting property containing
approximately 74 acres and located on the north right-of-way
line of Gordon Highway, 1,950 feet, more or less, west of a
point where Old Gordon Highway intersects. (Part of Tax
Map 080 Parcel 001 and Part of Tax Map 64 Parcel 004-01)
DISTRICT 3
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Planning Commission
Department:Planning Commission
Caption:Z-06-77 – A request for concurrence with the Augusta-
Richmond County Planning Commission to APPROVE a
petition by Michael Webb, on behalf of the estate of Harold
G. Bussell, requesting a change of zoning from Zone R-1A
(One-family Residential) to Zone R-2 (Two-family
Residential) affecting property containing .43 acres known
under the present numbering system as 2158 & 2160 Bayvale
Road. (Tax Map 055-4 Parcels 082 & 083) DISTRICT 5
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Planning Commission
Department:Planning Commission
Caption:Z-06-78 – A request for concurrence with the Augusta-
Richmond County Planning Commission to APPROVE a
petition by Ann Davis, on behalf of Jam Ministries Inc.,
requesting a change of zoning from Zone B-1 (Neighborhood
Business) to Zone B-2 (General Business) affecting property
containing approximately 1.8 acres and is known under the
present numbering system as 3336 B Wrightsboro Road.
(Tax Map 041-4 Part of Parcel 103) DISTRICT 3
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Planning Commission
Department:Planning Commission
Caption:ZA-R-175 – An request for concurrence with the Augusta-
Richmond County Planning Commission to APPROVE an
amendment to modify Section 15-2 (a) Two-family
Residence (R-2), Section 16-2 (b) Multiple-family Residence
(R-3A), Section 17-1 (b) Multiple-family Residence (R-3B),
and Section 18-1 (b) Multiple-family Residence (R-3C) of
the Comprehensive Zoning Ordinance for Augusta-
Richmond County that allows single-family attached
dwellings and condominiums by right or by Special
Exception. This amendment would thereby eliminate the
allowed single-family attached dwellings and condominium
density provision which is less than the multi-family unit
density in the same zoning classification.
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Planning Commission
Department:Planning Commission
Caption:ZA-R-176 – An request for concurrence with the Augusta-
Richmond County Planning Commission to APPROVE an
amendment to the Comprehensive Zoning Ordinance for
Augusta-Richmond County to modify Section 26-2 Special
Exceptions relating to the use initiation time period. Special
Exceptions for churches or church related activities granted
per Section 26-1 shall initiate a use within five (5) years of
the granting, or the Special Exception shall no longer be
valid.
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Planning Commission
Department:Planning Commission
Caption:RESOLUTION – A request for concurrence with the
Augusta-Richmond County Planning Commission to
APPROVE a request for authorization for the filing of
applications with the U. S. Department of Transportation, the
GA Department of Transportation and the SC Department of
Transportation for transportation funds.
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Alcohol License Application
Department:Clerk of Commission
Caption:Update/discuss New Ownership Application: A.N. 06-30: A
request by Yong Pyo Hong for an on premise consumption
Beer license to be used in connection with MLK Lounge
located at 2238 Martin Luther King Blvd. District 2. Super
District 9. (Requested by Commissioner Williams)
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Alcohol License Application
Department:License & Inspections
Caption:Update/discuss New Ownership: A. N. 06 - 28: A request by
Yong Pyo Hong for a retail package Liquor, Beer & Wine
license to be used in connection with Milledgeville Spirit
Center located at 2238 Martin Luther King Jr Blvd. District
2. Super District 9. (Requested by Mayor Pro Tem Marion
Williams)
Background:This is a new ownership application. Formerly in the name of
Mohommed Aslami.
Analysis:The applicant meets the minimum requirements of the
Augusta Richmond County Alcohol Ordinance.
Financial Impact:The applicant will pay a fee of &3850.00
Alternatives:
Recommendation:License & Inspections recommends approval.
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Alcohol Ordinances Modifications
Department:Clerk of Commission
Caption:Motion to approve Ordinances regarding a regulatory fee for
entertainment venues and alcohol sales at entertainment
venues. (Approved by Public Services Committee July 10,
2006)
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Massage Application
Department:License & Inspections
Caption:Motion to approve a request by Joanne C. Lamkin for a
Therapeutic Massage license to be used in connection with
Heavenly Hands Therapeutic Massage at Acacia Full Sevice
Salon located at 2940 Inwood Dr. District 5. Super District 9.
(Approved by Public Services Committee July 10, 2006)
Background:This a new application.
Analysis:The applicant has met the requirements of the Augusta-
Richmond County Ordinance regulating Therapeutic
Massage.
Financial Impact:The applicant will pay a fee of $175.00
Alternatives:
Recommendation:License & Inspection recommends approval. The RCSD
recommends approval.
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Massage Application
Department:License & Inspections
Caption:Motion to approve a request by Avery S. Dotie for a Massage
Operators license to be used in connection with Acacia Full
Service Salon located at 2940 Inwood Dr. District 5. Super
District 9. (Approved by Public Services Committee July 10,
2006)
Background:This is a new application.
Analysis:The applicant meets the requirements of the Augusta-
Richmond County Ordinance regulating Therapeutic
Massage.
Financial Impact:The applicant will pay a fee of $175.00.
Alternatives:
Recommendation:License & Inspection recommends approval. The RCSD
recommends approval.
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Senior Wellness and Recreation grant
Department:Recreation and Parks Department - Tom F. Beck, Jr.,
Director
Caption:Motion to accept a grant from CSRA-RDC for senior adult
wellness and recreation services in the amount of $80,681.00,
and to amend the 2006 budget accordingly. (Approved by
Public Services Committee July 10, 2006)
Background:Recreation and Parks operates five senior service sites, which
are located at Carrie . Mays Family Life Center, Brigham
Senior Center, Blythe Area Recreation Center, McBean
Community Center and Sand Hills Community Center. These
sites offer nutrition, wellness and recreation services to
senior adults. CSRA-RDC Area Agency on Aging is the
provider of the grant.
Analysis:This grant will provide for wellness and recreation services
for a twelve month period, July 1, 2006 - June 30, 2007 and
includes fitness and recreation programs, supplies, classes,
instructors, equipment and administration.
Financial Impact:This is a 100% grant with state and federal funds passed
through CSRA-RDC to Augusta, Ga.
Alternatives:None
Recommendation:To approve
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Triplex Riding Greens Mower
Department:Tom F. Beck, Director of Recreation and Parks Department
Caption:Motion to Approve Bid Item #06-122 for a new triplex riding
greens mower for the Augusta Golf Course to the low bidder
who met all of the specifications, Kilpatrick Corporation for
$18,198.00. (Approved by Public Services Committee July
10, 2006)
Background:The Augusta Golf Course has made many improvements
since 1998 to include a new club house, irrigation of the
fairways, regrassing parts of the course, building of two new
greens, new practice facility and building a new maintenance
facility. In order to maintain the course in the condition
expected, equipment replacement is a necessity.
Analysis:Bids were solicited for a new triplex riding greens mower. A
total of three (3) vendors were sent bid packets with two (2)
firms responding. The Department is recommending the low
bidder, Kilpatrick Corporation to provide the equipment at a
cost of $18,198.00.
Financial Impact:Funds for the new greens mower are available from SPLOST
IV designated capital improvements.
Alternatives:1. To Approve 2. Move No Action
Recommendation:#1. To Approve
Funds are
Available in the
Following
Accounts:
201065420 - Augusta Golf Course
REVIEWED AND APPROVED BY:
Finance.
Procurement.
Disadvantaged Business Enterprise.
Administrator.
Clerk of Commission
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
Vendors Bid Quote Delivery
GA Turf and Tractor, 793 N.
Main Street, Augusta, GA
30004 $ 19,792.00 3 weeks
Kilpatrick Corporation, 4545
Atwater Court, Buford GA
30518 $ 18,198.00 25-Apr-06
Jerry Pate Turf and Irrigation,
Inc., 4250 Boulder Ridge Dr.,
Atlanta, GA 30336
Bid Item #06-122
Triplex Riding Greens Mower
Augusta Golf Course
Bid Due: Wednesday, March 29, 2006 @ 11:00 a.m.
Invitation To Bid
Sealed bids will be received at this office until Wednesday March 29, 2006 @ 11:00 a.m.
Bid Item 06-122 Triplex Riding Greens Mower for the Augusta Golf Course
BID’s will be received by Augusta, GA Commission hereinafter referred to as the OWNER at the offices of:
Geri A. Sams
Procurement Department
530 Greene Street - Room 605
Augusta, Georgia 30911
706-821-2422
BID documents may be obtained at the office of Augusta, GA Procurement Department, 530 Greene Street – Room
605, Augusta, GA 30911. Documents may be examined during regular business hours at the offices of Augusta, GA
Procurement Department. All questions must be submitted in writing to the office of the Procurement Department by
Fax at 706-821-2811 or by mail. No bid will be accepted by fax, all must be received by mail or hand delivered.
It is the wish of the Owner that minority businesses are given the opportunity to BID on the various parts of the work.
This desire on the part of the Owner is not intended to restrict or limit competitive bidding or to increase the cost of the
work. The Owner supports a healthy free market system that seeks to include responsible businesses and provide ample
opportunity for business growth and development.
No BID may be withdrawn for a period of 30 days after time has been called on the date of opening.
Bidders will please note that the number of copies requested; all supporting documents including financial statements
and references and such other attachments that may be required by the bid invitation are material conditions of the bid.
Any package found incomplete or submitted late shall be rejected by the Procurement Office. Any bidder allegedly
contending that he/she has been improperly disqualified from bidding due to an incomplete bid submission shall have
the right to appeal to the appropriate committee of the Augusta commission. Please mark BID number on the outside of
the envelope.
Bidders are cautioned that sequestration of BID documents through any source other than the office of the Procurement
Department is not advisable. Acquisition of BID documents from unauthorized sources placed the bidder at the risk of
receiving incomplete or inaccurate information upon which to base his qualifications.
Augusta has a Link Deposit program designed to provide loans to eligible local Small, Minority and Women Owned
Businesses. For more information about this program contact the Office of Disadvantage Business Enterprise at 706-
821-2406.
GERI A. SAMS, Procurement Director
Publish:
Augusta Chronicle March 2, 9, 16, 23, 2006
Metro Courier March 17, 2006
cc: Tameka Allen Interim Deputy Administrator
Tom Beck Recreation Department
Guy Reid Recreation Department
Yvonne Gentry DBE Coordinator
FAX TRANSMISSION
AUGUSTA-RICHMOND COUNTY CONSOLIDATED GOVERNMENT
530 Greene Street - Room 605
Augusta, Georgia 30911
706 821-2422
Fax: 706 821-2811
To: Metro Courier
Date: March 15, 2006
Fax #:
(706) 722-7104
Pages:
From:
Geri A. Sams
2, including this cover sheet.
Subject:
LEGAL NOTICES FOR BID ITEM: #06-122
COMMENTS:
Please print the above Bid Item(s) on the following dates:
March 17, 2006
REQUISITION #57089B
Please send an affidavit of publication.
CORRECTION
Home
My DemandStar
Buyers
Suppliers
Account Info
Planholders List
4 Planholder(s) found.
DemandStar is a product of Onvia, Inc. (c) 1997-2006. All rights reserved. | Terms of Use | Privacy
Login | Register | Help
Onvia DemandStar
Member Name City of Augusta, GA
Bid Number ITB-06-122-0-2006/PJM
Bid Name Triplex Riding Greens Mower
Supplier Name City State Phone Fax
Alamo Industrial Seguin TX 8008825762 8303790864
Burke Truck and Tractor Co. Waynesboro GA 7065544448 7065545009
McGraw-Hill Construction Dodge Fort Myers FL 2399392525 2399392331
Yancey Bros. Co. Augusta GA 7067901300 7067980955
Page 1 of 1
Format for Printing No
Search << Return
Disadvantaged Business Enterprise
501 Greene Street, Suite 304 - Augusta, GA 30901
(706) 821-2406 – Fax (706) 821-4228
WWW.AUGUSTAGA.GOV
TO: Geri Sams
Director, Procurement Department
Mark Partain
Sheriff’s Department
FROM: Yvonne Gentry, Coordinator
Disadvantaged Business Enterprise Department
SUBJECT: DBE REVIEW AND APPROVAL OF RECOMMENDED DBE GOAL
Bid Item #06-121
DATE: May 3, 2006
This memo is to transmit the review and concurrence of the
recommended DBE Utilization goal of zero(0%)for the above
referenced project. The procurement opportunities are direct
purchases from manufactures sales representative with no sub-
contracting or second tier opportunities. The goal-setting
methodology considered the following factors based on good faith
efforts of the contractor:
• The project’s total estimated cost of $172,500.
• There is 0% value of the scope of work where minority/women
businesses availability exists.
• There is 0% value of the scope of work where small
local businesses availability exists.
• There is 0% value of the scope of work where local
businesses availability exists.
The 0% goal is applicable to the entire cost of the project.
The contractor must prepare their proposed DBE Utilization Form
submittal based on the total dollar value of their base bid. No
further adjustments should be made.
The above is recommended based on information provided at the
time of review. If you have any questions, please feel free to
contact me at (706)826-1325.
YG:glw
Commission Meeting Agenda
7/18/2006 2:00 PM
Banners for Augusta Museum
Department:Clerk of Commission
Caption:Consider a request from the Augusta Museum of History and
the Augusta Metro Convention & Visitors Bureau to place
banners along the street perimeter of the Augusta Museum of
History property.
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Execution of Documents
Department:Clerk of Commission
Caption:Discuss the execution of contract documents, ordinances and
resolution, etc. that have been approved by the Commission.
(Requested by Mayor Pro Tem Marion Williams)
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Petition for Reduced Early Retirement of Ms. Mary Birkinshaw
Department:Human Resources
Caption:Approve Early Retirement of Ms. Mary Birkinshaw under
the 1977 Pension Plan.
Background:Normal retirement under the 1977 Pension Plan is the first
day of the month following his/her 65th birthday or attaining
62 yrs. of age and completing 25 years of credited service.
The monthly benefit is 1% of the participants average
earnings multiplied by his/ her years of credited service. The
1977 Pension Plan allows you to retire as early as age 50
after completing 15 years of service. The early retirement
benefit is 5/12% for each month by which the retirement date
of the participant precedes his normal retirement date.
Analysis:Ms. Mary Birkinshaw (age 61) is currently the Interim Chief
Appraiser with the Tax Assessor’s Office. Ms. Birkinshaw
was hired on February 13, 1978; she joined the 77 Pension
Plan on February 13, 1978. Ms. Birkinshaw meets the
requirements for an early retirement under the 1977 Plan.
Her proposed retirement date is June 1, 2006. The early
retirement benefit payable to Ms. Birkinshaw is $1012 per
month (Life Only).
Financial Impact:Funds are available in the 1977 Pension Plan. Employee has
contributed 4% of her salary towards her retirement since
February 13, 1978.
Alternatives:Do not approve the early retirement of Ms. Mary Birkinshaw
under the 1977 Pension Plan.
Recommendation:Approve the early retirement of Ms. Mary Birkinshaw under
the 1977 Pension Plan.
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Petition for Worked Related Disability Retirement of Mr. Robert R. Harrison
Department:Human Resources
Caption:Motion to approve disability retirement of Mr. Robert
Harrison under the 1977 Pension Plan.
Background:If an employee is totally and permanently disabled after five
years of Credited Service, said employee may receive a
monthly benefit equal to 1% of Average Earnings multiplied
by years of Credited Service. This benefit is payable upon
Commission approval of the petition of retirement.
Employment Connected Disability: If totally and
permanently disabled, a monthly benefit equal to 50% of
Average Earnings, reduced by Workers' Compensation
payment, payable beginning as soon as payment is approved
by Commission and continuing as long as the disability does.
Analysis:Mr. Robert Harrison (age 56) is currently a Deputy with the
Sheriff’s Office. Mr. Robert Harrison was hired on
December 18, 1979; he joined the 1977 Pension Plan in
January 1, 1980. Mr. Harrison claims his disability is work
related and has requested admission into the 77 Pension Plan
under work related disability. Mr. Harrison has been under
his physician’s care since October 21, 2003. The work
related disability retirement benefit payable to Mr. Harrison
would be $1,450.89 per month (Life only). Mr. Harrison
applied for Worker’s Compensation benefits. Those benefits
have been denied by Worker’s Compensation as not
compensable.
Financial Impact:Funds are available in the 77 Pension Plan. Mr. Harrison has
contributed 4% of his salary towards his retirement since
January 1, 1980.
Alternatives:Accepting this retirement under work related disability
without supporting confirmation through Worker’s
Compensation would open the door for anyone to claim work
related stress as the main contributing factor to their
disability.
Recommendation:Do not approve Work Related Disability Retirement of Mr.
Harrison until it is accepted through the Worker’s
Compensation system. Approve instead the Non-Work
Related Disability Retirement of Mr. Robert Harrison under
the 1977 Pension Plan for the amount of $739.95 monthly.
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Petition for Worked Related Disability Retirement of Mr. Thomas A. Alley
Department:Human REsources
Caption:Motion to approve disability retirement of Mr. Thomas A.
Alley under the 1977 Pension Plan.
Background:If an employee is totally and permanently disabled after five
years of Credited Service, said employee may receive a
monthly benefit equal to 1% of Average Earnings multiplied
by years of Credited Service. This benefit is payable upon
Commission approval of the petition of retirement.
Employment Connected Disability: If totally and
permanently disabled, a monthly benefit equal to 50% of
Average Earnings, reduced by Workers' Compensation
payment, payable beginning as soon payment is approved by
Commission and continuing as long as the disability does
Analysis:Mr. Thomas A. Alley (age 59) is currently a Deputy with the
Sheriff’s Office. Mr. Thomas A. Alley was hired on October
20, 1996; he joined the 1977 Pension Plan in November 1,
1996. Mr. Alley claims his disability is work related and has
requested admission into the 77 Pension Plan under work
related disability. Mr. Alley has been under his physician’s
care since November 29, 2004. The work related disability
retirement benefit payable to Mr. Alley would be $1,341.18
per month (Life only).
Financial Impact:Funds are available in the 77 Pension Plan. Mr. Thomas A.
Alley has contributed 4% of his salary towards his retirement
since November 1, 1996.
Alternatives:Accepting this retirement under work related disability
without supporting confirmation through Worker’s
Compensation would open the door for anyone to claim work
related stress as the main contributing factor to their
disability.
Recommendation:Do not approve Work Related Disability Retirement of Mr.
Harrison until it is accepted through the Worker’s
Compensation system. Approve instead the Non–Work
Related Disability Retirement of Mr. Alley under the 1977
Pension Plan in the amount of $230.24 monthly.
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Position Reclassification
Department:District Attorney's Office - Daniel J. Craig, District Attorney
Caption:This is a request to reclassify the Investigator II position to
that of an Assistant District Attorney position.
Background:In 2005, a new case assignment system was implemented in
the Augusta Judicial Circuit by order of the Supreme Court
of Georgia. It immediately caused a critical shortage in the
staff of attorneys. I used the Investigator II position to hire a
law school graduate who has now passed the State Bar
Examination and whowill be inserted into one of the staff
lawyer positions. The reclassification will facilitate the hiring
of an attorney for the position and make better use of funds
already budgetted.
Analysis:This reclassification would facilitate the assignment of three
attorneys to each Superior Court judge, the minimum
necessary to prepare and try approximately 700 new cases
assigned yearly to each judge. Although this staffing level
does not meet the minimum staffing recommendations of the
Prosecution Standards established by the National District
Attorneys Association, efficiencies achieved in the office
will compensate for the remaining shortfall.
Financial Impact:None
Alternatives:Not applicable
Recommendation:To authorize this reclassification in order to hire an Assistant
District Attorney for this position effective July 3, 2006.
Funds are
Available in the
Following
Not applicable
Accounts:
REVIEWED AND APPROVED BY:
Finance.
Human Resources.
District Attorney
Commission Meeting Agenda
7/18/2006 2:00 PM
Approve Proposal From WK Dickson & Co., Inc. for Topographic Survey of the Webster
Detention Center
Department:Sheriff
Caption:Motion to approve Proposal From WK Dickson & Co., Inc.
for Topographical Survey of the Webster Detention Center,
in association with the upcoming expansion to the Detention
Center. (Approved by Public Safety Committee July 10,
2006)
Background:A topo survey of the WDC property has not been performed
since before the initial construction. An updated topographic
survey is needed, indicating the present, as-built conditions.
This will enable the design team of architects and engineers
to accurately plan the expansion.
Analysis:Following receipt of three surveying proposals for the
referenced RFP, they were reviewed and ranked according to
the criteria published in the RFP. The result of that process
was a high score being awarded to WK Dickson & Co., Inc.
There were two firms considered highly qualified. WK
Dickinson's proposal incldues DBE participation and a lower
fee.
Financial Impact:A fixed fee of $20,000 is proposed.
Alternatives:1. Accept proposal of one of the other two firms. 2. Delay
decision.
Recommendation:Approve Proposal From WK Dickson & Co., since it was the
best combination of qualifications, local and DBE
participation, and fee, leading to the highest evaluation score.
Delaying tbis work will negatively impact the completion
date of the jail expansion.
Funds are
Available in the
Following
Accounts:
324-05-1120; 201150430
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
AUGUSTA RICHMOND COUNTY CAPITAL IMPROVEMENTS
HEERY INTERNATIONAL, INC., PROGRAM MANAGER
501 Greene Street Suite 313 Augusta, GA 30901
(706) 842-5543
May 23, 2006
Mr. Charles Toole
Chief Jailor
Augusta Richmond County Sheriff’s Department
Room B195
401 Walton Way
Augusta, GA 30901
RE: RFP #06-127; Land & Topographical Surveying Services for Expansion of WDC
Dear Mr. Toole:
Following receipt of three surveying proposals for the referenced RFP, they have been reviewed and
ranked according to the criteria published in the RFP.
The result of that process was a high score being awarded WK Dickson & Co., Inc.
Both Dickinson and CRW are local firms that are highly qualified and received good references. The
deciding factors in favor of Dickinson were their DBE participation and significantly lower fee.
To summarize, it is my recommendation that Augusta Richmond County enter into a professional
services contract with WK Dickson & Co., Inc, for the referenced work. The evaluation committee,
including representatives of the Procurement and the Sheriff’s Department, unanimously agreed with
this recommendation.
It is further recommended that this work get underway as soon as possible, as the design firm will
soon be selected and in need of the survey map. Delaying to do so will negatively impact the
completion date of the jail expansion.
If there are any questions, please don’t hesitate to contact me.
Cordially,
Bob Munger, AIA, LEEDAP
HEERY
Program Manager
ARC Capital Improvements
C: Fred Russell, Geri Sams, Yvonne Gentry, Rick Acree, Phyllis Mills
Attachments: Technical Evaluation Form with supporting notations
ATTACHMENT F
Reviewer: Munger Date:
Criteria Category Evaluation Weight
Qualifications 30%
References 15%
Proximity to Project 15%
DBE Participation 15%
Fee (cost) 25%
Total 100%
Smith Dickson CRW
Qualifications
7 10 8
4 10 10
5 10 10
4.00 7.50 7.00
3 9 9
3.33 10 10
10 6 0
Cost
Cost Score 10.00 5.00 0.00
Summary of Scores
Non-Cost Factors
Qualifications 30%1.20 2.25 2.10
References 15%0.45 1.35 1.35
Proximity to Project 15%0.50 1.50 1.50
DBE Participation 15%1.50 0.90 0.00
Cost Score 25%2.50 1.25 0.00
Total Score 6.15 7.25 4.95
Notes:
DBE Scores
Years of Surveying. Experience (Firm)
Reference Scores
Proximity Scores
Experience w/ projects of similar size/complexity
Average Firm Qualification Scores
Years of Experience (Assigned individuals)
TECHNICAL CONSULTANT PROPOSAL EVALUATION FORM
RFP #06-127; Topo Surveying Services for the WDC Expansion
Evaluation Criteria
5/22/2006
Bidders
ARC MAIN LIBRARY COMMISSIONING AGENT EVALUATION NOTES
# Firm Qualifications/Experience References
DBE
Participation Proximity Other notes
1 Sm
i
t
h
mostly boundary, not topo surveying fair 100% Tennessee fee = $12,000
2 Di
c
k
s
o
n
Very qualified very good 25% local fee = $20,000
3 CR
W
Very qualified very good 0% local fee = $44,000\
Firm 1 Notes:
Firm 2 Notes:
Firm 3 Notes:
Firm Reference, Tele # Project/Position Ref. comments
Smith
Peter Wilson;
615.741.3690
Brdgestone Firestone
Wilderness, TN State
Conracting Officer
confirmed that they did the work only; not
familiar with technical aspect; just a
buondary survey
Philip Smith;
615.741.3948
Wall Tract, Obion County;
TN State Cont. Officer
Mixed--lukewarm--lots of work for State,
confirmed mainly boundary
Doyle Shaw;
404.371.2611
Addition to Police
Barracks DeKalb County,
GA wrong tele #
Dickson
Buster Boshears;
706.733.1647;
706.798.3236 Daniel Field left message; since '97, overall pretty good
Robt. Flanders,
706.595.1781
Thomson City
Administrator
very pleased w/ work, has used for last 6
years
David Tyler;
706.678.2511
Washington-Wilkes
County Administrator Good recommendation
CRW
Robt. Woodhurst;
706.724.4343 Good recommendation
Rebecca Blair;
706.863.6858, x204 Augusta Prep Day School left message
Richard Arfman
Commission Meeting Agenda
7/18/2006 2:00 PM
Award of Bid Item #06-131
Department:Fire, Howard Willis, Chief
Caption:Motion to approve bid award of Bid Item #06-131 to
Continental Construction as low bid for the renovation of
Fire Station #3. (Approved by Public Safety Committee July
10, 2006)
Background:The Augusta Fire Department and the Procurement
Department have completed the bid process for the
renovation of Fire Station #3 in accordance to City policy.
Continental Construction Company was low bid with a bid of
$223,718.00.
Analysis:After review of the bid quotes and review of their credentials
by our architect, Continental Construction Company is low
bid and meets all requirements of the bid package without
exceptions.
Financial Impact:The funds for this project have been allocated in the Phase IV
SPLOST.
Alternatives:None recommended at this time.
Recommendation:It is our recommendation to award this contract to
Continental Construction as low bid.
Funds are
Available in the
Following
Accounts:
324-03-4510 / 54-21150
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
From: R. Steven Virgo [rsvirgo@virgogambill.com]
Sent: Tuesday, May 30, 2006 4:02 PM
To: Michael Rogers
Subject: Fire Station #3
Mike,
The bids for renovating station # 3 were good. Continental Construction was low bidder at $223,718.00. Our
estimate was $240,800.00. They were the contractor for station # 8. All their paper work appears to be in order. I
will have them execute a contract for your review and use. I will also provide you a letter recommending them for
the award as we have done before. If you have any questions just let me know…
Thanks,
Steve
R. Steven Virgo AIA, ASID
Virgo Gambill Architects
Suite 200
2531 Center West Parkway
Augusta, Ga. 30909
work 706-736-3661
fax 706-736-4552
cell 706-373-1453
Commission Meeting Agenda
7/18/2006 2:00 PM
Capacity Agreement FY2006
Department:Richmond County Correctional Institution - Robert Leverett,
Director
Caption:Motion to approve Capacity Agreement FY2006 for state
inmates being housed in the Richmond County Correctional
Institution. (Approved by Public Safety Committee July 10,
2006)
Background:Augusta-Richmond County contracts with the state of
Georgia to house two hundred fifteen (215) non-violent
inmates to perform skilled/non-skilled labor in City
departments.
Analysis:The Department of Corrections pays the City a per diem of
twenty ($20.00) dollars per day per inmate.
Financial Impact:The revenue received from the Department of Corrections is
approximately fifty (50%) percent of the institution's annual
budget.
Alternatives:None
Recommendation:Approve the Capacity Agreement for FY2006 to house two
hundred fifteen (215) non-violent inmates.
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
GEORGIA DEPARTMENT OF CORRECTIONS
LEGAL SERVICES OFFICE
AGREEMENT
THIS AGREEMENT is entered into the 1st day of July, 2006, by and between the
GEORGIA DEPARTMENT OF CORRECTIONS, an agency of the State of Georgia
(hereinafter referred to as the Department), and AUGUSTA/RICHMOND COUNTY,
GEORGIA, a political subdivision of the State of Georgia (the County), acting by and
through the Augusta/ Richmond County Commission,
WITNESSETH:
WHEREAS, the Department desires to obtain appropriate care and custody of State
inmates; and
WHEREAS, the County desires to provide appropriate care and custody of State
inmates at a correctional institution operated by the County.
NOW, THEREFORE, in consideration of these premises and the mutual promises and
agreements hereinafter set forth, the parties hereby agree as follows:
1. Care and Custody. The County agrees to provide complete care and custody of up
to __215___ State inmates daily, for the term of this Agreement and in accordance with State
and federal constitutions and with all applicable laws, rules, regulations and orders of State,
federal and local governments. Without limitation to the generality of the foregoing, the
County specifically agrees that no State inmate labor shall benefit private persons or
corporations.
2. Compensation. The Department agrees to pay the County the sum of $20.00
(Twenty and no/one-hundredths Dollars) per State inmate per day for the duration of this
Agreement. The County agrees to invoice the Department monthly, in compliance with all
billing procedures established by the Department. The Department shall endeavor to pay the
County for its care and custody services within 45 days of invoice receipt in approved form.
2
The County acknowledges and agrees that the Commissioner of Corrections shall have sole
authority with respect to the transfer of State inmates to and from the County Correctional
Institution, and the Department shall not incur charges for inmates not under the care and
custody of the County.
3. Term of Agreement. This Agreement shall be effective from the date hereof and
shall continue in force and effect until June 30, 2007. The parties may, by mutual agreement
in writing, extend the effectiveness of this Agreement for additional time periods.
4. Notices. Any notice under this Agreement shall be deemed duly given if delivered
by hand (against receipt) or if sent by registered or certified mail -- return receipt requested,
to a party hereto at the address set forth below or to such other address as the parties may
designate by notice from time to time in accordance with this Agreement.
If to the County: Augusta-Richmond County Commission
ATTN: Administrator
530 Greene Street
Augusta, GA 30911
With a copy to: Robert Leverett, Warden
Augusta/Richmond County Correctional Institution
2314 Tobacco Road
Augusta, Georgia 30906
If to the Department: Commissioner James Donald
Georgia Department of Corrections
East Tower, Floyd Memorial Building
Two Martin Luther King, Jr., Drive
Atlanta, Georgia 30334
With a copy to: Derrick Schofield, Director
Facilities Division
East Tower, Floyd Memorial Building
Two Martin Luther King, Jr. Drive
Atlanta, Georgia 30334
3
5. Entire Agreement. This Agreement constitutes the entire agreement and
understanding between the parties hereto and replaces, cancels and supersedes any prior
agreements and understandings relating to the subject matter hereof; and all prior
representations, agreements, understandings and undertakings between the parties hereto with
respect to the subject matter hereof are merged herein.
6. Amendment. The parties recognize and agree that it may be necessary or
convenient for the parties to amend this Agreement so as to provide for the orderly
implementation of all of the undertakings described herein, and the parties agree to cooperate
fully in connection with such amendments if and as necessary. However, no change,
modification or amendment to this Agreement shall be effective unless the same is reduced to
writing and signed by the parties hereto.
7. Counterparts. This Agreement may be executed in multiple counterparts, each of
which shall be an original but all of which shall constitute one agreement. No party shall be
bound by this Agreement until all parties have executed it.
IN WITNESS WHEREOF, the parties have caused the authorized representatives of
each to execute this Agreement on the day and year first above written.
GEORGIA DEPARTMENT OF AUGUSTA/RICHMOND COUNTY
CORRECTIONS:
By: ____________________________ By: ____________________________
Commissioner/Designee (Title):
cocamp.agr
ver05-97
Commission Meeting Agenda
7/18/2006 2:00 PM
Land Mobile Radio (LMR) Communications Interoperability for Emergency Responders from
Fort Gordon, Georgia
Department:Information Technology
Caption:Motion to approve a memorandum of agreement (MOA)
between Augusta, Georgia and Fort Gordon, Georgia.
(Approved by Public Safety Committee July 10, 2006)
Background:Augusta Georgia and Fort Gordon Georgia have previously
operated on system that would not allow fluid
communications. Fort Gordon, Georgia has purchased
additional equipment as part of Homeland Security that will
allow them to utilize Augusta, Georgia’s frequencies. The
use of our frequencies will be for the purpose of Homeland
Security and emergency situations.
Analysis:It will be beneficial to both parties to allow this
interconnectivity. Fort Gordon, Georgia has agreed to
suspend communications if it negatively impacts our
operations. As we have seen from past emergency situations
it is very important to be able to coordinate with surrounding
agencies during emergencies.
Financial Impact:This MOA requires no expenditure of funds
Alternatives:N/A
Recommendation:Approve agenda item
Funds are
Available in the
Following
Accounts:
N/A
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
MEMORANDUM OF AGREEMENT
BETWEEN
AUGUSTA, GEORGIA AND FORT GORDON, GEORGIA
SUBJECT: Land Mobile Radio (LMR) Communications Interoperability for Emergency
Responders
1. Purpose. This memorandum of agreement (MOA) documents the agreement between
Augusta, Georgia, and Fort Gordon, Georgia, to accomplish interoperability through the use of
Augusta Richmond County Emergency Responders frequency.
2. Fort Gordon, Georgia, is hereby given consent by Augusta, Georgia, to operate on frequency
800 MHz, for the purpose of interoperability between the two agencies during emergency and
non-emergency situations. If communications between Augusta, Georgia and Fort Gordon,
Georgia negatively impacts system use for either party then communications will cease until
system impact can be evaluated.
3. Fort Gordon, Directorate of Information Management (DOIM), has coordinated with and
obtained agreement from Augusta, Georgia, and Richmond County’s Information Technology
Department. Each entity provides the following coordination point of contact information:
Patrick Dennis, DOIM LMR Manager, 706-791-9938, dennisp@gordon.army.mil
Steve Smead, Communcation System Administrator, 706-821-1562, smead@augustaga.gov
4. It is mutually agreed that this agreement may be revised as necessary by the issuance of a
written amendment, signed and dated by both parties. Either party may terminate this
agreement by providing a 180-day written notice.
IN WITNESS WHEREOF, the parties hereto have executed this agreement as of the
last written date below.
_________________________ ________________________
DEKE COPENHAVER KAREN S. ADAMS
Mayor Colonel, SC
Augusta, Georgia Commanding
_________________________ ________________________
(Date) (Date)
DEPARTMENT OF THE ARMY
HEADQUARTERS, U.S. ARMY GARRISON
307 CHAMBERLAIN AVENUE
FORT GORDON, GEORGIA 30905-5730
REPLY TO
ATTENTION OF:
Commission Meeting Agenda
7/18/2006 2:00 PM
Actuarial Study
Department:Clerk of Commission
Caption:Motiom to approve actuarial study by Georgia Municipal
Employees Benefit System of the proposed 1977 and 1998
Pension Plan changes. (No recommendation from Finance
Committee July 10, 2006)
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Airport Sedan
Department:Finance Department, Fleet Management, Ron Crowden-Fleet
Manager
Caption:Motion to approve the replacement of one airport security
sedan for $19,982.60 from Bobby Jones Ford of Augusta
(Lowest bid offer on bid 05-159). (Approved by Finance
Committee July 10, 2006
Background:Augusta Regional Airport currently has two vehicles
dedicated to Airport Security, a pick up truck and one 1996
Crown Victoria with 127,575 miles (asset number: 960347).
The Director of Augusta Regional Airport anticipated the
replacement of this vehicle in 2005 and submitted it as part
of his 2006 Capital budget. The item was presented to and
approved by the Aviation Commission on May 24, 2006.
Airport security consists of 11 Marshal’s Deputies providing
security 24 hours a day, 7 days a week. The Marshal’s
Department currently supplements airport vehicles with two
additional sedans assigned to the Marshal’s Department.
Analysis:Bobby Jones Ford was the lowest bidder on Bid Item 05-159
for the Marshal’s vehicle at $19,983.00, tab sheet is attached
for review.
Financial Impact:The total payment will total $$19,983.00 for the vehicle.
Funding was budgeted in the airports capital outlay account.
Alternatives:1. Approve the award to the lowest bidder, Bobby Jones ford
of Augusta, Georgia. 2. Do not approve the request.
Recommendation:Approve the replacement of one security sedan for Augusta
Regional Airport at Bush Field for $19,983.00 from Bobby
Jones Ford of Augusta, Georgia (Lowest bid offer on bid 05-
159).
Funds are
Available in the
Following
Accounts:
551-08-1208/54.22210
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
2005 P71 CROWN VICTORIA POLICE VEHICLES
BID 05-159 Allan Vigil Bobby Jones Legacy
Ford Ford Ford
Delivery Date 120 Days 120 Days 120 Days
5.01 Administrative Package $22,092.00 $22,091.00 $22,092.00
5.02 Civil Package $22,692.00 $22,867.00 $22,597.00
5.03 Fugitive Package $22,984.00 $22,947.00 $22,994.00
5.04 Marshal Package $24,193.00 $24,151.00 $24,238.00
5.05 Patrol Package $25,181.00 $25,061.00 $25,286.00
5.06 Traffic Package $24,933.00 $24,908.00 $25,038.00
6.00 OUTFITTER'S SPECIALTY ITEMS
6.01 Top Bar Light LL288000 1,547.00 1,495.00 1,547.00
6.02 6 outlet 80 Watt Power Supply 275.00 160.00 280.00
6.03 6 outlet 90 Watt Power Supply 157.00 160.00 160.00
6.04 Pro Copper Console 256.00 263.00 260.00
6.05 6 Switch Control Center 114.00 69.00 115.00
6.06 Outlet Receptical-3 Plug 35.00 25.00 35.00
6.07 2 Toggle Switches 31.00 10.00 31.00
6.08 Floor Mats-Kraco 27.00 40.00 27.00
6.09 Jumper Cable Connection 125.00 100.00 125.00
6.10 Head Light Wig-Wag 69.00 45.00 69.00
6.11 Tail Light Wig Wag 102.00 90.00 102.00
6.12 Corner Lighting 345.00 325.00 350.00
6.13 Dual LED Dash Light 280.00 254.00 285.00
6.14 Triple LED Rear Deck Light 302.00 298.00 310.00
6.15 Siren Controller 216.00 208.00 216.00
6.16 Siren Speaker 142.00 153.00 142.00
6.17 Battery Charger 320.00 290.00 330.00
6.18 Setina #10 Partition 425.00 424.00 435.00
6.19 F/L Extention Plate W/ Toe Kick 10.00 20.00 10.00
6.20 Rear Door Panels 115.00 118.00 115.00
6.21 Plastic Rear Seat 320.00 295.00 325.00
6.22 Floor Pan 168.00 138.00 168.00
6.23 Shotgun Mount-Electric W/ Lock 227.00 285.00 230.00
6.24 Shotgun Mount-Trunk 30.00 35.00 30.00
6.25 #35 Window Tint Film 165.00 110.00 165.00
6.26 Fire Extinguisher 47.00 35.00 47.00
6.27 Fire Supression System 2,350.00 2,225.00 2,175.00
FOR ALL DEPARTMENTS-2006 P71 POLICE AUTOMOBILE-BID OPENING NOVEMBER 2 @ 11:00
2006 P71 CROWN VICTORIA POLICE VEHICLES
BID 05-159 Allan Vigil Bobby Jones Legacy Bobby Jones
Ford Ford Ford Ford
Delivery Date 120 Days 120 Days 120 Days
5.01 Administrative Package $22,092.00 $22,091.00 $22,092.00 5.01 $22,091.00
5.02 Civil Package $22,692.00 $22,867.00 $22,597.00
5.03 Fugitive Package $22,984.00 $22,947.00 $22,994.00
5.04 Marshal Package $24,193.00 $24,151.00 $24,238.00
5.05 Patrol Package $25,181.00 $25,061.00 $25,286.00
5.06 Traffic Package $24,933.00 $24,908.00 $25,038.00
Less Emergency
6.00 OUTFITTER'S SPECIALTY ITEMS Equipment
6.01 Top Bar Light LL288000 1,547.00 1,495.00 1,547.00
6.02 6 outlet 80 Watt Power Supply 275.00 160.00 280.00
6.03 6 outlet 90 Watt Power Supply 157.00 160.00 160.00 6.03 -160.00
6.04 Pro Copper Console 256.00 263.00 260.00
6.05 6 Switch Control Center 114.00 71.00 115.00 6.05 -71.00
6.06 Outlet Receptical-3 Plug 35.00 25.00 35.00
6.07 2 Toggle Switches 31.00 10.00 31.00 6.07 -10.00
6.08 Floor Mats-Kraco 27.00 40.00 27.00 6.08 -40.00
6.09 Jumper Cable Connection 125.00 100.00 125.00
6.10 Head Light Wig-Wag 69.00 45.00 69.00
6.11 Tail Light Wig Wag 102.00 90.00 102.00 6.11 -90.00
6.12 Corner Lighting 345.00 325.00 350.00
6.13 Dual LED Dash Light 280.00 254.00 285.00 6.13 -254.00
6.14 Triple LED Rear Deck Light 302.00 298.00 310.00 6.14 -298.00
6.15 Siren Controller 216.00 208.00 216.00 6.15 -208.00
6.16 Siren Speaker 142.00 154.00 142.00 6.16 -154.00
6.17 Battery Charger 320.00 290.00 330.00 6.17 -290.00
6.18 Setina #10 Partition 425.00 424.00 435.00
6.19 F/L Extention Plate W/ Toe Kick 10.00 20.00 10.00
6.20 Rear Door Panels 115.00 118.00 115.00
6.21 Plastic Rear Seat 320.00 295.00 325.00
6.22 Floor Pan 168.00 138.00 168.00 6.22 -138.00
6.23 Shotgun Mount-Electric W/ Lock 227.00 285.00 230.00 6.23 -285.00
6.24 Shotgun Mount-Trunk 30.00 35.00 30.00
6.25 #35 Window Tint Film 165.00 110.00 165.00 6.25 -110.00
6.26 Fire Extinguisher 47.00 35.00 47.00
6.27 Fire Supression System 2,350.00 2,225.00 2,175.00
Total $19,983.00
FOR ALL DEPARTMENTS-2006 P71 POLICE AUTOMOBILE-BID OPENING NOVEMBER 2 @ 11:00
Commission Meeting Agenda
7/18/2006 2:00 PM
Health Department Fee Schedule
Department:Clerk of Commission
Caption:Motion to approve proposed Environmental Health Services
Fee Schedule for the Richmond County Health Department.
(Approved by Finance Committee July 10, 2006)
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Internal Audit Schedule
Department:Clerk of Commission
Caption:Motion to approve 2006 Proposed Internal Audit Schedule.
(Approved by Finance Committee July 10, 2006)
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Resolution to waive Performance Audit
Department:County Attorney - Stephen E. Shepard, Attorney
Caption:Motion to approve Resolution to waive Performance Audit.
(Approved by Finance Committee July 10, 2006)
Background:O.C.G.A. 36-82-10 was recently amended to provide that a
“performance audit” be performed by a political subdivision
undertaking to issue general obligation bonds subsequent to
the effective date of said code section.
Analysis:N/A
Financial Impact:N/A
Alternatives:Contract for Performance Audit
Recommendation:Pass Resolution to authorize publication of waiver of public
accountability.
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Administrator.
Clerk of Commission
RESOLUTION
A RESOLUTION TO WAIVE THE PERFORMANCE AUDIT FOR THE
AUGUSTA, GEORGIA GENERAL OBLIGATION BONDS, SERIES 2006.
WHEREAS, O.C.G.A. 36-82-10 was recently amended to require a “performance
audit” by a political subdivision undertaking to issue general obligation bonds subsequent
to the effective date of said code section; and
WHEREAS, said amendments provide for a waiver of said performance audit
requirement if Augusta authorizes and publishes a “waiver of public accountability”.
Attached hereto is a Notice constituting said waiver.
NOW THEREFORE BE IT RESOLVED, the Clerk of Commission is authorized
and directed to publish said Notice in the form attached hereto as Exhibit “A” and on the
schedule provided in the law, to wit: one publication during the week of July 5th and one
publication during the week of July 10th in the legal organ for Augusta, Georgia.
ADOPTED, this ______ day of __________________, 2006.
Augusta, Georgia
By:
as its Mayor
ATTEST:
Clerk of Commission
(SEAL)
NOTICE TO THE PUBLIC
YOU ARE HEREBY NOTIFIED that the AUGUSTA, GEORGIA GENERAL
OBLIGATION SALES TAX BONDS, SERIES 2006 (the “Bonds”), in the aggregate principal
amount of $44,000,000 which were authorized by a majority of the qualified voters in an
election held in Augusta on November 8, 2005 will be issued on or about July 20, 2006. The
Bonds are being issued to finance a portion of the cost of an exhibit hall and the expansion
of the Webster Detention Center. Pursuant to Section 36-82-100 of the Official Code of
Georgia, certain issuers of revenue or general obligation bonds are required to provide for
a continuing performance audits or performance reviews with respect to the expenditure of
bond proceeds. Augusta, as required by law, annually prepares a complete set of audited
financial statements of Augusta which would include an accounting for the proceeds of the
Bonds. Augusta is permitted to waive the audit and reporting requirements of 36-82-10
upon the publication of a waiver of public accountability. This notice constitutes such
waiver. NO PERFORMANCE AUDIT OR PERFORMANCE REVIEW SHALL BE
CONDUCTED WITH RESPECT TO THE AUGUSTA, GEORGIA GENERAL
OBLIGATION SALES TAX BONDS, SERIES 2006. Questions or comments regarding
this notice should be directed to Donna Williams, Director of Finance, 530 Greene Street,
Augusta, Georgia, 30911.
This the ______day of June, 2006.
AUGUSTA, GEORGIA
http://www.legis.state.ga.us/legis/2005_06/fulltexlihb 101 2.htm 5/23/2006
Page 1 of 4
06 HB1O12/AP
House Bill 1012 (AS PASSED HOUSE AND SENATE)
By: Representatives Millar of the 79th, Watson of the 91st, Chambers of the 81st, Jennings
the 82nd, and Jacobs of the 80th
A BILL TO BE ENTITLED
AN ACT
To amend Chapter 82 of Title 36 of the Official Code of Georgia Annotated, relating to bonds, so as to
change certain provisions regarding the contents of certain bond reports; to provide for additional
performance audit requirements with respect to general obligation bonds and revenue bonds; to provide
for a definition; to provide for power, duties, and authority of the inspector general; to provide an
effective date; to repeal conflicting laws; and for other purposes.
BE IT ENACTED BY THE GENERAL ASSEMBLY OF GEORGIA:
SECTION 1.
Chapter 82 of Title 36 of the Official Code of Georgia Annotated, relating to bonds, is amended in Code
Section 36-82-10, relating to reporting requirements regarding bonds, by striking subsection (b) and
inserting in its place a new subsection (b) to read as follows:
“(b) A political subdivision which issues general obligation bonds, revenue bonds, or any other
bonds, notes, certificates of participation, or other such obligations of that political subdivision in an
amount exceeding $1 million, shall file a report with the Department of Community Affairs which
contains the following:
(1) Name of issuer;
(2) Whether the issue is a new issue or a refinancing or refunding;
http://www.legis.state.ga.us/legis/2005_06/fulltexlihb 101 2.htm 5/23/2006
hblO12.html Page 2of4
(3) Total amount issued;
(4) Term of issue;
(5) Detailed description of purpose or purposes;
(5.1) Whether the issue is a general obligation bond, revenue bond, or other bond, note,
certificate of participation, or other obligation
(6) Name of underwriter;
(7) Underwriting costs Proceeds used for bond issuance costs, including underwriter’s
discount as reported on Line 24 of the United States Department of Treasury’s Internal
Revenue Service Form 8038-G
(8) Name of bond counsel;
(9) Interest rate; and
(10) True or net interest costs.
Such information shall be reported to the Department of Community Affairs in accordance with Code
Section 36-81-8.”
SECTION 2.
Said chapter is further amended by striking the Reserved designation of Article 4 and inserting in its
place a new Article 4 to read as follows:
“ARTICLE 4”
36-82-100.
(a) As used in this Code section, the term ‘bonds’ means any revenue or general obligation bonds
issued under this chapter.
(b) When bonds are issued by a county, municipality, or local authority in the amount of $5 million or
more, the expenditure of bond proceeds shall be subject to an ongoing performance audit or
performance review as provided in this Code section; but this Code section shall not apply if such bond
issue is below $5 million.
http://www.legis.state.ga.us/legis/2005_06/fulltexlihb 101 2.htm 5/23/2006
hb10l2.1~itml Page 3 of 4
(c) Each county, municipality, or local authority expending bond proceeds shall provide for a
continuing performance audit or performance review of the expenditure of such funds. The county,
municipality, or local authority shall contract with a certified public accountant or with an outside
auditor, consultant, or other provider accredited or certified in the field of performance audits or
performance reviews. Such accountant, auditor, consultant, or other provider shall only be qualified to
perform the audit and review functions under this Code section if such accountant, auditor, consultant,
or other provider has significant experience and competence in conducting comprehensive audits and
reviews in conformance with generally accepted government auditing standards. The performance audit
or performance review contract shall:
(1) Include a goal of ensuring to the maximum extent possible that the bond funds are expended
efficiently and economically, so as to secure to the county, municipality, or local authority the
maximum possible benefit from the bond funds;
(2) Provide for the issuance of periodic public reports, made accessible through electronic or printed
format, or both, at a location advertised in the legal organ not less often than onc annually, with
respect to the extent to which expenditures are meeting the goal specified in paragraph (1) of this
subsection; and
(3) Provide for the issuance of periodic public recommendations, made accessible through electronic
or printed format, or both, at a location advertised in the legal organ not less often than once annually,
for improvements in meeting the goal specified in paragraph (1) of this subsection.
(d) The auditor, consultant, or other provider to carry out the performance audit or performance review
shall be selected through a public request for proposals process. The reasonable cost of the performance
audit or performance review shall be paid from the proceeds of the bonds unless a specific waiver of
public accountability is included in a legal advertisement in bold print contained within requisite public
notice soliciting public preapproval of the applicable bond issue which expressly states that no
performance audit or performance review shall be conducted with respect to such bond issue.
http://www.legis.state.ga.us/legis/2005_06/fulltexlihb 101 2.htm 5/23/2006
(e) On and after the effective date of this Code section, the expenditure of bond proceeds sha be under
the jurisdiction of and subject to review by the inspector general of this state with respect to any claim
of fraud, waste, abuse, or mismanagement of funds.
(f) This Code section shall apply with respect to any bonds which are subject to the requirements of
subsection (b) of this Code section which are issued after the effective date this Code section until the
proceeds of such bond issue have been expended.”
SECTION 3.
This Act shall become effective upon its approval by the Governor or upon its becoming law without
such approval.
SECTION 4.
All laws and parts of laws in conflict with this Act are repealed.
This information is provided in electronic format by the Georgia general Assembly as a public service.
This information does not constitute an official record of the General Assembly and no warranty or
guarantee of any kind is provided.
Commission Meeting Agenda
7/18/2006 2:00 PM
Augusta Canal Licensing Process
Department:Utilities
Caption:Authorize additional engineering services to Zimmerman
Evans and Leopold in the amount of $445,000 for the
proposed additional engineering services to support the
Augusta Canal Licensing Process. (No recommendation from
Engineering Services Committee July 13, 2006)
Background:Augusta is in the process on having the Augusta Canal
licensed through the Federal Energy Regulatory
Commission. This process is extremely time consuming and
expensive due to the requirements placed on Augusta by
varies state agencies, federal agencies and independent
environmental focus groups. We have reached another
milestone in the relicensing process. We have developed a
comprehensive letter of intent among the state and federal
agencies which outline a settlement agreement which is
being planned for execution this fall. In addition, provisions
will have to be made to implements the proposed Canal
Operation Plan. Attached to the agenda item as backup is
correspondence from our consulting engineer outlining the
additional information requested and the associated cost.
Analysis:Control of the Canal by Augusta is vital to ensure a source of
raw water, a source of power to pump water to the filter
plant, and a revenue source from the sale of waterpower.
Financial Impact:Funds for the project requested to come from the 2002 Bond
Capital Improvements Program account number: 510043410-
5213119/80110250-5213119
Alternatives:No alternatives are recommended.
Recommendation:
We recommend the Commission authorize the additional
engineering services to Zimmerman Evans and Leopold in
the amount of $445,000 for the proposed additional
engineering services to support the Augusta Canal Licensing
Process.
Funds are
Available in the
Following
Accounts:
510043410-5213119 80110250-5213119
REVIEWED AND APPROVED BY:
Finance.
Procurement.
Disadvantaged Business Enterprise.
Administrator.
Clerk of Commission
Disadvantaged Business Enterprise Department
501 Greene Street, Suite 304 - Augusta, GA 30901
(706) 826-2406 – Fax (706) 821-4228
WWW.AUGUSTAGA.GOV
TO: Geri Sams
Director, Procurement Department
Max Hicks
Director, Utilities Department
FROM: Yvonne Gentry, Coordinator
Disadvantaged Business Enterprise Department
SUBJECT: DBE REVIEW AND APPROVAL OF RECOMMENDED DBE GOAL
Augusta Canal Licensing Process
DATE: June 6, 2006
This memo is to transmit the review and concurrence of the
recommended DBE Utilization goal of zero(0%)for the above
referenced project. The goal-setting methodology considered the
following factors based on good faith efforts of the contractor:
• The project’s total estimated cost is $445,000.
• There is 0% value of the scope of work where minority/women
businesses availability exists.
• There is 0% value of the scope of work where small
businesses availability exists.
• There is 100% value of the scope where local businesses
availability exists.
The contractor must prepare their proposed DBE Utilization Form
submittal based on the total dollar value of their base bid. No
further adjustments should be made.
The above recommendation is based on information provided at the
time of review. If you have any questions, please feel free to
contact me at (706)821-2406.
YG:glw
Commission Meeting Agenda
7/18/2006 2:00 PM
Engineering Department Reorganization (revised)
Department:Abie L. Ladson, P.E., Interim Director Engineering
Department
Caption:Approve Phase I of the attached job descriptions and
organization chart for the Engineering Department to provide
a more efficient structure and increase productivity. (No
recommendation from Engineering Services Committee July
10, 2006
Background:n/a
Analysis:n/a
Financial Impact:The financial impact associated with the revised organization
of the Engineering Department will result in a savings of
$33,088.38 a year.
Alternatives:1) Officially ratify the job descriptions and organization
chart. 2) Do not ratify the job description and organization
chart.
Recommendation:Approve job descriptions and organization chart.
Funds are
Available in the
Following
Accounts:
No additional funds are required.
REVIEWED AND APPROVED BY:
Finance.
Administrator.
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Proposed Change Order No. 3 to Horsepen Sanitary Sewer Project, AUD 50175.
Department:Utilities
Caption:Motion to approve proposed Change Order No. 3 to
Horsepen Sanitary Sewer Project AUD 50175. (Approved by
Engineering Services Committee July 10, 2006)
Background:The Horsepen Sanitary Sewer installation was an AUD bond
project which connected the main trunk sewer at Spirit Creek
to the Sand Ridge and Fairington neighborhoods. The
Horsepen Sanitary Sewer project was AUD bond project
50175, and the Fairington neighborhood project is AUD
bond project 50200. Under the Horsepen project, the sewer
line was extended into the Fairington neighborhood to serve
several homes and the new elementary school. Change Order
2 authorized the installation of service lines in the Fairington
neighborhood in order to utilize the remaining funds in the
Horsepen project, and to facilitate construction in the
Fairington neighborhood. The remainder of the Fairington
project will begin construction pending commission
approval.
Analysis:Eagle Utilities completed the sanitary sewer installation, and
completed the road overlay of the Fairington portion of the
project. Upon preparation for the road restoration, it was
determined that there were sufficient funds in the project to
overlay the roads and repair the raised-edge asphalt. Due to a
clerical error, the funds in the project were actually less than
originally calculated, however the scope of the work did not
exceed that authorized by change order 2. The only
difference was a miscalculation in available funds prior to
authorization of the road overlay.
Financial Impact:
$37,970.62 is available in from the 2000 Bond Issue, under
account number 509043420/5425210-80150175/5425210.
This will reduce the financial impact to the Fairington project
by an equivalent amount.
Alternatives:No alternative is recommended.
Recommendation:We recommend approving the proposed Change Order 3 to
Horsepen Sanitary Sewer Project AUD 50175, and close this
project.
Funds are
Available in the
Following
Accounts:
509043420/5425210-80150175/5425210
REVIEWED AND APPROVED BY:
Finance.
Procurement.
Disadvantaged Business Enterprise.
Administrator.
Clerk of Commission
CONSTRUCTION CONTRACT CHANGE ORDER
CO NUMBER 3
BID ITEM 04-152
DATE 6/7/2006
PROJECT TITLE Horsepen Phase 1a Offsite Sanitary Sewer
ORIGINAL CONTRACT DATE 2/1/05 PROJECT NUMBER 50175
OWNER AUGUSTA, GEORGIA PO NUMBER P103053
The following change is hereby made to the contract for the above project:
Description of Change (for a more detailed description see attached proposal):
Approve final additive funding after work authorized by change order 2 was completed.
PAYEE Eagle Utilities
TOTAL AMOUNT OF THIS CHANGE ORDER $ 37,970.62
The contract time will be INCREASED by 0 calendar days as a result of this change.
ORIGINAL CONTRACT AMOUNT $ 2,161,368.80
PREVIOUS CHANGE ORDER (INCREASE) $ 32,480.00
THIS CHANGE ORDER (INCREASE) $ 37,960.62
TOTAL REVISED CONTRACT AMOUNT WITH CHANGE ORDER $ 2,231,809.42
FUNDING NUMBER/ACCOUNT NUMBER 509-04-3420 54-25210
80150175 54-25210
DATE:
PROPOSED BY:
CONTRACTOR
DATE:
REQUESTED BY:
ENGINEER
DATE:
SUBMITTED BY:
DEPARTMENT HEAD
DATE:
FINANCE ENDORSEMENT:
COMPTROLLER
DATE:
RECOMMENDED BY:
ADMINISTRATOR
DATE:
APPROVED BY:
MAYOR
Invitation To Bid
Sealed bids will be received at this office until 3:00 p.m., Wednesday, January 5, 2005 to include installation of
approximately 16,000 feet of sanitary sewer in the Spirit Creek Basin, along the Horsepen Branch for service to the Sand
Ridge subdivision and Fairington subdivision.
Bid #04-152 Horsepen Sanitary Sewer Extension Offsite for Augusta Utilities
Department
BIDS will be received by Augusta, GA Commission hereinafter referred to as the OWNER at the offices of:
Geri A. Sams
Purchasing Department
530 Greene Street - Room 605
Augusta, Georgia 30911
706-821-2422
BID documents may be obtained at the office of Augusta, GA Purchasing Department, 530 Greene Street – Room 605,
Augusta, GA 30911. Copies maybe obtained upon payment of $100.00 (non-refundable). Documents may be examined
by appointment only during regular business hours at the offices of Augusta, GA Purchasing Department, Augusta Dodge
Plan Room, and Augusta Builder’s Exchange.
A MANDATORY Pre-BID Conference will be held on Tuesday, December 14, 2004 @ 10:00 a.m. in Room 605 of the
Purchasing Department. All questions must be submitted in writing to the office of the Purchasing Department by fax at
706-821-2811 or by mail. Cut-off date for questions will be Thursday, December 16, 2004 by 3:00 p.m. No bid will be
accepted by fax, all must be received by mail or hand delivered.
It is the wish of the Owner that minority businesses are given the opportunity to BID on the various parts of the work.
This desire on the part of the Owner is not intended to restrict or limit competitive bidding or to increase the cost of the
work. The Owner supports a healthy free market system that seeks to include responsible businesses and provide ample
opportunity for business growth and development.
No BID may be withdrawn for a period of 120 days after time has been called on the date of opening. A 10% Bid
bond is required to be submitted in a separate envelope so marked along with the bidder’s qualifications; a 100%
performance bond and a 100% payment bond will be required for award.
Bidders will please note that the number of copies requested; all supporting documents including financial statements and
references and such other attachments that may be required by the bid invitation are material conditions of the bid. Any
package found incomplete or submitted late shall be rejected by the Purchasing Office. Any bidder allegedly contending
that he/she has been improperly disqualified from biding due to an incomplete bid submission shall have the right to
appeal to the appropriate committee of the Augusta Commission. Please mark BID number on the outside of the
envelope.
Bidders are cautioned that sequestration of BID documents through any source other than the office of the Purchasing
Department is not advisable. Acquisition of BID documents from unauthorized sources placed the bidder at the risk of
receiving incomplete or inaccurate information upon which to base his qualifications.
Augusta has a Link Deposit program designed to provide loans to eligible local Small, Minority and Women
Owned Businesses. For more information about this program, please contact Brenda Byrd-Pelaez in the
Human Resources Department at 706-821-2303.
GERI A. SAMS, Purchasing Director
Publish:
Augusta Chronicle November 18, 25, December 2, 9, 2004
Augusta Focus November 18, 2004
cc: Tameka Allen Augusta, Georgia Interim Deputy Administrator
Brenda Byrd-Pelaez Augusta, Georgia Human Resources
Max Hicks Augusta, Georgia Utilities Department
Wes Byne Augusta Georgia Utilities Department
FAX TRANSMISSION
AUGUSTA-RICHMOND COUNTY CONSOLIDATED GOVERNMENT
530 Greene Street - Room 605
Augusta, Georgia 30911
706 821-2422
Fax: 706 821-2811
To:
Southeastern Newspaper
Date: November 11, 2004
Fax #:
706 823-3588
Pages:
From:
Geri A. Sams
2, including this cover sheet.
Subject:
LEGAL NOTICES FOR Bid Item: #04-152
COMMENTS:
Please print the above Bid Item(s) on the following dates:
November 18, 25, December 2, 9, 2004
REQUISITION #43628A
Please send an affidavit of publication.
FAX TRANSMISSION
AUGUSTA-RICHMOND COUNTY CONSOLIDATED GOVERNMENT
530 Greene Street - Room 605
Augusta, Georgia 30911
706 821-2422
Fax: 706 821-2811
To: Augusta Focus Date: November 3, 2004
Fax #: 706-724-8432 Pages: 2, including cover sheet
From: Geri A Sams
Subject: LEGAL NOTICES FOR BID ITEM: 04-152
COMMENTS:
Please print the above advertisement on the following dates:
November 25, 2004
REQUISITION #43628 B
Please send an affidavit of publication.
Vendor Addendum 1 Addendum 2 Bid Bond Total Bid
Eagle Utility yes yes yes 2,161,368.70$
Blair Construction yes yes yes 2,180,894.91$
Tommy L. Griffin yes yes yes 2,499,816.47$
Mabus Brothers yes yes yes 3,021,750.62$
Bid Item #04-152
Horsepen Sanitary Sewer Extension Offsite
Augusta Utilities
Bid Opening: Wednesday, January 5, 2005 @ 3:00 p.m.
Commission Meeting Agenda
7/18/2006 2:00 PM
Utilities Standards and Specifications: Try #2
Department:Utilities
Caption:Motion to approve Utilites Standards and Specifications
Update. (Approved by Engineering Services Committee July
10, 2006)
Background:Utilities last updated the standards and specifications in
2000. Advances in technology and business model have led
to revisions in our business practices. This document deals
with construction and engineering standards and
specifications.
Analysis:The Ga EPD requires compliant standards and specifications.
Upon adoption by the Augusta Commission, these will be
sent to the state for review and acceptance.
Financial Impact:None
Alternatives:None
Recommendation:Approve Utilities Standards and Specifications Update
Funds are
Available in the
Following
Accounts:
n/a
REVIEWED AND APPROVED BY:
Administrator.
Clerk of Commission
Augusta Utilities Department Standards and Specifications November 2004
TABLE OF CONTENTS
14.1 PERMITS/ENGINEERING SUBMITTAL REQUIREMENTS
14.1.1 Inspection and Fees............................................................................14-1
14.1.2 Easements 14-1
14.1.3 Plan Submittal Requirements..........................................................14-1
14.1.3.1 Water Distribution System Construction Plans...............................14-1
14.1.3.2 Wastewater Collection System Construction Plans ........................14-2
14.1.3.3 General Notes..................................................................................14-3
14.1.3.4 Detail Drawings...............................................................................14-5
14.1.3.5 Record Drawings.............................................................................14-5
14.1.3.6 Acceptance of Work........................................................................14-6
14.2 WATER DISTRIBUTION SYSTEMS DESIGN AND CONSTRUCTION
14.2.1 Design Guidelines
14.2.2 Design and Construction Specifications 14-7
14.2.2.1 Spatial Guidelines 14-7.......................
14.2.2.1.1 Cover.....................................................................................14-7
14.2.2.1.2 Horizontal Separation............................................................14-7
14.2.2.1.3 Vertical Separation................................................................14-8
14.2.2.1.4 Layout....................................................................................14-8
14.2.2.2 Materials and Methods..................................................................14-9
14.2.2.2.1 Minimum Pipe Diameter.......................................................14-9
14.2.2.2.2 System Pressures...................................................................14-9
14.2.2.2.3 Water Main Material .............................................................14-9
14.2.2.2.3.1 General Requirements..................................................14-9
14.2.2.2.3.2 Applications That Require DIP..................................14-10
14.2.2.2.4 Boring and Jacking Water Lines 14-10
14.2.2.2.4.a Casing Pipe 14-10
14.2.2.2.4.b Carrier pipe 14-10
14.2.2.2.5 Restrained Joints..................................................................14-11
14.2.2.2.6 Reaction Blocking...............................................................14-11
14.2.2.2.7 Material Transitions ............................................................14-11
14.2.2.2.8 Main Taps 14-12
14.2.2.2.9 Water Service Lines and Taps.............................................14-12
14.2.2.2.10 Meter Installation ................................................................14-13
14.2.2.2.11 Valves, Fittings, and Appurtenances 14-13
14.2.2.2.12 Fire Hydrants.......................................................................14-14
14.2.2.2.13 Backflow Prevention Devices.............................................14-15
14.2.2.2.14 Fire Lines.............................................................................14-16
14.2.3 Construction Guidelines for Water Distribution Systems 14-16
14.2.3.1 Deviation from Plans................................................................14-16
14.2.3.2 Erosion and Sedimentation Act Compliance ...........................14-16
14.2.3.3 Work Conducted in Rights of Way..........................................14-16
14.2.3.4 Water Distribution System Installation....................................14-16
14.2.3.5 Pressurization and Leakage Testing.........................................14-17
14.2.3.6 Connecting to Existing System 14-18
14.2.3.7 Cleaning and Flushing 14-18
Augusta Utilities Department Standards and Specifications November 2004
14.2.3.8 Disinfection 14-19
14.2.4 Measurement and Payment.............................................................. .14-19
14.3 WASTEWATER COLLECTION SYSTEMS DESIGN AND CONSTRUCTION
14.3.1 Design Guidelines.............................................................................. .14-20
14.3.2 Design and Construction Specifications 14-20
14.3.2.1 Spatial Guidelines 14-20
14.3.2.1.1 Cover 14-20
14.3.2.1.2 Horizontal Separation 14-20
14.3.2.1.3 Vertical Separation 14-21
14.3.2.1.4 Layout 14-21
14.3.2.2 Design Parameters.......................................................................14-22
14.3.2.3 Lift Station Design......................................................................14-23
14.3.2.4 Materials and Methods................................................................14-24
14.3.2.4.1 Wastewater Collection Pipe Material..................................14-24
14.3.2.4.1.1 General Requirements................................................14-24
14.3.2.4.1.2 Applications that Require DIP 14-24
14.3.2.4.2 Tie-Ins .................................................................................14-25
14.3.2.4.2.1 New Sewers Systems.................................................14-25
14.3.2.4.2.2 Side Sewers
14.3.2.4.3 Wastewater Collection Lines 14-25
14.3.2.4.3.1 Wastewater Line Bedding 14-25
14.3.2.4.3.2 Laying Belled Pipe 14-26
14.3.2.4.3.3 Transitions 14-26
14.3.2.4.3.4 Backfilling Around Pipe 14-26
14.3.2.4.3.5 Detectable Tape
14.3.2.4.3.6 Boring and Jacking 14-26
14.3.2.4.4 Wastewater Manholes 14-26
14.3.2.4.4.1 General Guidelines 14-26
14.3.2.4.4.2 Manhole Inverts 14-27
14.3.2.4.4.3 Drop Manholes 14-27
14.3.2.4.4.4 Setting Manhole Frames and Covers 14-27
14.3.2.4.4.5 Setting Precast Manhole Sections 14-28
14.3.2.4.5 Sewer Structures 14-28
14.3.2.4.5.1 Masonry 14-28
14.3.2.4.5.2 Laying Brick and Concrete Block Work 14-28
14.3.2.4.5.3 Plastering and Curing Brick or Block Masonry 14-28
14.3.3 Construction Guidelines for Wastewater Collection Systems................... .14-28
14.3.3.1 Deviation from Plans 14-28
14.3.3.2 Erosion and Sedimentation Act Compliance 14-29
14.3.3.3 Work Conducted in Rights-of-Way 14-29
14.3.3.4 Wastewater Collection System Installation 14-29
14.3.3.4.1 Laying Sewer Pipe 14-30
14.3.3.4.2 Bulkheads for Tying-In and New Line Flushing 14-30
14.3.3.4.3 Temporary Plugs 14-30
14.3.3.4.4 Joint and Pipe Infiltration
14.3.3.4.5 Force Main Installation 14-31
14.3.3.4.6 Removal and Replacement of Existing Pipe and Equipment 14-31
Augusta Utilities Department Standards and Specifications November 2004
14.3.3.5 Inspection Infiltration/Exfiltration Leakage Testing 14.31
14.3.4 Measurement and Payment........................................................................ .14-31
14.4 EXCAVATION AND BACKFILLING 14-33
14.4.1 Scope
14.4.2 Existing Improvements............................................................................... .14-33
14.4.3 Excavation
14.4.3.1 Grading and Stacking...................................................................... .14-33
14.4.3.2 Shoring and Sheeting ...................................................................... .14-33
14.4.3.3 Water Removal 14-33
14.4.3.4 Blasting 14-33
14.4.3.5 Tree Protection 14-35
14.4.4 Backfilling 14-35
14.4.5 Boring and Jacking 14-36
14.4.6 Pavement Removal and Replacement ....................................................... .14-36
14.4.7 Measurement and Payment........................................................................ .14-36
14.5 REFERENCES 14-37
14.6 APPENDICES
14.6.1 Standard Details
14.7 ERRATA
Augusta Utilities Department Standards and Specifications November 2004
LIST OF TABLES
Table 1: Engineering Design Parameters.........................................................................
Table 2: Minimum slope per Representative Pipe Size
Augusta Utilities Department Standards and Specifications March 2004
Page 1
These specifications shall be used in the design and construction of Augusta water and
wastewater systems. The standards and specifications presented herein are subject to revisions,
typically in February of every year. Minor modifications will be made throughout the year
using an errata page, which will spell out changes since the last revision of the document. In
case of conflicts, the following precedence will apply: State and local ordinance, Augusta, GA
government resolutions, Augusta, GA government approved contracts, GA DNR regulations,
these design standards, drawings, and specifications. Conflicts should be brought to the
immediate attention of the Augusta Utilities Director.
The listing of a product by its trade name does not imply an endorsement, and signifies only
that the technical capabilities of the product are acceptable to Augusta, and that an equivalent
product can be used in its place.
14.1 PERMITS/ENGINEERING SUBMITTAL REQUIREMENTS
14.1.1 Inspections and Fees
14.1.2 Easements
14.1.3 Plan Submittal Requirements
Augusta Utilities Department (AUD) shall supply a standard layout with standard details and
symbols archived as blocks in AutoCAD™ format. This standard layout should be used in all
plan submittals to AUD. This standard layout should be submitted on an ANSI D size sheet, or
other at the approval of AUD.
14.1.3.1 Water Distribution System Construction Plans
Water Construction Plans submitted to AUD for review must contain the following minimum
information, on the standard AUD layout:
14.1.3.1.a Project name.
14.1.3.1.b Location/Vicinity Map with a North arrow.
14.1.3.1.c Scale showing drawing units to real units, minimum 1”= 20’ to a maximum of
1” = 100’. Metric system scales and measurements are not allowed.
14.1.3.1.d Show subject property and adjacent property information including subdivision
name, lot numbers, block letters, property owners, etc.
14.1.3.1.e Show existing conditions, including structures, pavement widths, right-of-way
widths, temporary and adjoining easements, adjoining roads, road names, etc.
14.1.3.1.f Label type and size of all easements.
14.1.3.1g Shade easements to be dedicated to AUD for water lines installed outside
proposed rights-of-way.
14.1.3.1.h Show the location, size and material of existing water mains along with other
appurtenances. Existing water lines shall be shown as dashed lines with a ‘W’
every one inch.
14.1.3.1.i Show the location, size and material of proposed water mains, valves, hydrants
and service lines along with all other water appurtenances involved with the
proposed project. Proposed water lines shall be shown as solid lines.
14.1.3.1.j A profile shall be included on the plans.
14.1.3.1.k Number all fire hydrants sequentially starting at 1.
14.1.3.1.l Show locations, type and size of all proposed backflow prevention devices.
14.1.3.1.m Owner’s name and property address as it appears on easement plats, e.g.- N.F.
Smith, 180 Bay St.
Augusta Utilities Department Standards and Specifications March 2004
Page 2
14.1.3.1.n Match lines should be included on the plan and profile views along the water
line where the plan sheets overlap, showing page numbers on the appropriate
side of the match line.
14.1.3.1.o Station numbers should be included on the plan and profile views of the
water line.
14.1.3.1.p Developer’s name, address, and phone number, if applicable.
14.1.3.1.q Professional Engineer’s name, address, fax & phone number and e-mail address.
14.1.3.1.r Professional Engineer’s signed seal.
14.1.3.2 Wastewater Collection System Construction Plans
Wastewater Construction Plans submitted to the AUD for review must contain the following
minimum information, on the standard AUD layout:
14.1.3.2.a Project name.
14.1.3.2.b Location/Vicinity Map with a North arrow.
14.1.3.2.c Scale showing drawing units to real units, minimum 1”= 20’ to a maximum of
1” = 100’. Metric scales and measurements will not be allowed.
14.1.3.2.d Show subject property and adjacent property information including subdivision
name, lot numbers, block letters, property owners, etc.
14.1.3.2.e Show existing conditions, including structures, pavement widths, right-of-way
widths, temporary and adjoining easements, adjoining roads, road names, storm
sewers, etc.
14.1.3.2.f Label type and size of all easements.
14.1.3.2.g Shade easements to be dedicated to AUD for wastewater lines installed outside
proposed rights-of-way.
14.1.3.2.h Show easements dedicated to the AUD for wastewater lines to serve adjacent
properties.
14.1.3.2.i Show the location, size and material of existing wastewater lines and force
mains along with other appurtenances. Existing sewer lines shall be shown as
dashed lines.
14.1.3.2.j Show the proposed location, size and material of sewer mains, force mains,
sewer manholes, service lines with clean-outs and sewerage lift stations
involved with the proposed project. Proposed sewer lines shall be shown as
solid lines.
14.1.3.2.k Show the limits of the 100 year flood plain with a dashed line, if applicable.
14.1.3.2.l Show the location of hydric soils and wetlands, with an appropriate shading or
hatch, if applicable.
14.1.3.2.m Show the location of existing bodies of water, including streams, lakes, ponds,
marshes, etc.
14.1.3.2.n Creek crossings require full scale details at 1” = 20’ scale minimum, including,
but not limited to, piers and all other appurtenances.
14.1.3.2.o All sanitary manholes marked on the plans should be identified with a state
plane coordinate number.
14.1.3.2.p Owner’s name and the property’s physical address as it appears on easement
plats, e.g.- N/F Smith, 180 Bay St.
14.1.3.2.q Match lines should be included on the plan and profile views along the sewer
line where the plan sheets overlap, showing page numbers on the appropriate
side of the match line.
14.1.3.2.r Station numbers on the plan and profile views.
Augusta Utilities Department Standards and Specifications March 2004
Page 3
14.1.3.2.s Line of existing and proposed ground surface.
14.1.3.2.t The grade of the sewer between each two adjacent manholes to hundredths
place if in percent (0.00%)
14.1.3.2.u Invert of sewer in and out of each manhole, with flow direction labels if more
than 2 pipes connect to a manhole.
14.1.3.2.v Surface elevation of each manhole, based on a specified datum.
14.1.3.2.w All sanitary manholes shall be numbered on the plan and correspondingly
numbered on the profile. The station number shall be shown for each manhole,
as well as coordinates in state plane feet, Georgia Eastern zone, on NAD 83.
The vertical datum system shall be NAVD 88.
14.1.3.2.x The location and elevation of adjacent parallel stream beds and of adjacent
water surfaces shall be shown on the plan and profile.
14.1.3.2.y Sizes, locations and inverts of all special features such as, but not limited to,
connections to existing sewers, wet wells, concrete encasement, collar walls,
elevated sewers, piers, special manhole covers such as vented outfall or sealed
covers, etc.
14.1.3.2.z All structures, both above and below ground, which might interfere with the
proposed construction, particularly water mains, gas mains, storm drains, utility
conduits, etc., shall be shown on the plan and the profile. Refer to sections
14.2.2.1.2 and 14.3.2.1.2 for horizontal separation requirements for water and
wastewater, respectively.
14.1.3.2.aa Identify pipe crossings with letter, or other, designation on the plan and profile.
Specify top of pipe and bottom of pipe elevations at crossings to verify there is
no conflict. See sections 14.2.2.1.3 and 14.3.2.1.3 for vertical separation
requirements for water and wastewater, respectively.
14.1.3.2.ab All existing waterworks units, including basins, wells, and treatment units,
located within 200 feet of a proposed sewer shall be shown on the engineering
plans. Soil conditions within this 200 feet between the sewer line and
waterworks units shall be determined and shown on the plans.
14.1.3.2.ac All pipes crossing proposed wastewater lines shall be shown as conflicts in plan
and profile views on the wastewater plan sheets (not on detail sheets).
Crossings shall be designated by a letter (A, B, C, etc…) and include
information regarding top of pipe and bottom of pipe elevations. Contact AUD
for an example. The design engineer is responsible for identifying all conflicts.
14.1.3.2.ad Developer’s name, address, and phone number, if applicable.
14.1.3.2.ae Professional Engineer’s name, address, and phone number.
14.1.3.2.af Professional Engineer’s signed seal.
14.1.3.3 General Notes
Notes to be shown on both water and wastewater plans include:
14.1.3.3.a The Developer and/or Developer’s Contractor is responsible for verifying the
exact location, size and material of any existing water or sewer facility proposed
for connection or use by this project.
14.1.3.3.b All construction of water distribution system and wastewater collection system
lines shall be in accordance with AUD’s Standards and Specifications.
14.1.3.3.c All PVC water lines shall be class 200 PVC meeting AWWA C-900, unless
otherwise shown.
Augusta Utilities Department Standards and Specifications March 2004
Page 4
14.1.3.3.d All DIP water lines shall be class 350 for lines under 16”, and class 300 for lines
18” through 24”
14.1.3.3.e All water lines shall be tested, chlorinated, and checked for bacteria per section
14.2.3.5 thru 14.2.3.8.
14.1.3.3.f AUD Engineering Division shall be notified 48 hours (two working days) prior
to any construction, tie-ins, or testing of water or wastewater lines. (706-312-
4132) No work shall commence until contact is made with AUD.
14.1.3.3.g Copper Wire (12 gauge, Single Strand) shall be attached along top of all buried
PVC water lines, wrapped around service corporations and stubbed up into all
valve boxes for locating purposes. This wire shall be properly spliced for
electrical connectivity and then insulated to protect against corrosion.
14.1.3.3.h Per AUD Specifications for backflow installations for non-residential
development, a minimum “double check” backflow-prevention device shall be
installed on the customer’s side of all service. Fire lines require a “Detector
Type” backflow device. Backflow Devices shall be tested by a certified person
within 5 working days of installation and the results furnished to the AUD
Engineering Division within 10 working days of installation prior to any water
use. AUD shall be notified prior to testing.
14.1.3.3.i Per AUD Specifications for backflow installations residential development
shall install a “Dual Check” Backflow Device on the customer’s side of service
line at the point of tie-in to the water meter.
14.1.3.3.j All water valves on the main lines, including hydrant laterals, shall be open-left
if installed south of Gordon Highway (S.R.-10), or open-right if installed north
of Gordon Highway.
14.1.3.3.k The Developer and/or Contractor shall furnish, install, and maintain a Rome
type 10” x 19” x 10” cast iron or approved equal meter box at the termination
point of all water services until such time the meter is installed.
14.1.3.3.l The Developer/Contractor shall etch a “W” in the curb, or in the pavement if no
curb is available, and highlight the etching with blue paint per the APWA
uniform color code (APWA, 2000).
14.1.3.3.m All water meters shall be purchased from AUD.
14.1.3.3.o All tie-ins to existing manholes shall be cored. All manholes require “K or N
Seal” or equal rubber boots.
14.1.3.3.p No connection shall be made to existing wastewater lines until the proposed line
is inspected and approved by AUD’s Engineering Division.
14.1.3.3.q The Developer/Contractor shall etch an “S” in the curb, or in the pavement if no
curb is available, and highlight the etching with green paint per the APWA
uniform color code (APWA, 2000).
14.1.3.3.r Wastewater clean-outs shall be installed at all individual services as shown in
AUD-Detail 6, and shall not be installed under driveways or any paved areas
without prior approval from AUD.
14.1.3.3.s Finished floor elevations of all proposed buildings shall be a minimum of five
(5) feet above the invert elevation of the wastewater main or manhole at the
point of tie-in. In instances where this is not possible, a backwater valve shall
be installed in the sewer service.
14.1.3.3.t All wastewater manholes shall have an elevation drop of 0.1 foot across the
inlet and outlet inverts.
Augusta Utilities Department Standards and Specifications March 2004
Page 5
14.1.3.3.u Sewer force main shall be PVC C-900, class 200 or D.I.P., class 350,exopy
lined. If the main is PVC, then 12 gauge bare single strand wire shall be
attached along the top of the main, or detectable tape if approved by AUD
engineering staff.
14.1.3.3.v A minimum 15’ Utility Easement centered over all water lines and a minimum
20’ Utility Easement centered over all wastewater lines shall be deeded to the
Augusta, Georgia at completion and acceptance of said lines. Easements
containing both water and sewer shall total 30’ in width, while maintaining
minimum separation requirements listed in sections 14.2.2.1 and 14.3.2.1.
14.1.3.3.w Disturbance of any Survey Markers or Monuments requires re-establishment by
a registered land surveyor at the Contractor’s expense.
14.1.3.3.x For private developments, AUD shall not be responsible for pavement patching
and/or replacement and the site restoration whenever AUD performs repair,
replacement, or installation work.
14.1.3.3.y If AUD must repair or replace utilities on the property, then the developer shall
arrange for access by AUD as required to repair or replace the utility.
14.1.3.3.z Contractor shall contact the Utilities Protection Inc. “Call Before You Dig”
service in order to locate utilities prior to starting any excavation or
construction.
14.1.3.3.aa If a conflict arises between the new work and the existing water and sewer
facilities during the course of construction, it will be the responsibility of the
Owner/Developer/Contractor, at his expense and not AUD’s, to correct the
discrepancy as directed by a representative of AUD.
14.1.3.3.ab A right-of-way encroachment permit shall be obtained from the Public Works
Department prior to commencing work within an Augusta, Georgia right-of-
way.
14.1.3.3.ac An AUD inspector shall be present when a tap or tie-in occurs.
14.1.3.3.ad A reduced pressure zone (RPZ) backflow device will be required for high hazard
locations. A written request shall be submitted to AUD for the required
backflow prevention device for a specific site.
14.1.3.3.ae Augusta Utilities shall not be responsible for pavement repair or site restoration
associated with repair/replacement of a water or sewer line in private property.
14.1.3.3.af Existing fire hydrants and meters that are removed shall be turned over to AUD.
14.1.3.4 Detail Drawings
All standard AUD detail drawings shall be included in the plans for all AUD projects, even if
the use of the details is not anticipated. The standard details are part of the appendices.
14.1.3.5 Record Drawings
The Contractor shall record, on a weekly basis, on one set of utility drawings all changes and
deviations from the contract drawings in sizes, lines or grade. Record also the exact final
location of water lines by offset distances to surface improvements such as edge of existing
pavement or to property markers, etc. at a maximum interval of 200 feet. Make sufficient
measurements to definitely locate all water lines to permanent points. The drawings will show
references to all valves, fittings, pipe brand changes, etc., and shall use the approved Augusta,
GA edge of pavement layer as a reference. Transfer accurately all such records in red pen or
pencil to white prints of the utility drawings and deliver them to the Engineer or Inspector with
the monthly payment estimate.
Augusta Utilities Department Standards and Specifications March 2004
Page 6
At the completion of the water and/or wastewater construction and prior to recording the final
plat, the Contractor shall furnish AUD’s Inspector with red-line drawings of the project. The
drawings must show all field changes made to the approved drawings. Record Drawings shall
be prepared from these red-line drawings by the Design Engineer’s firm and submitted in
digital format, as well as on 2 paper copies on the AUD standard layout. Acceptable digital
formats include Arc/Info, Arc/Info export file, or a DXF file generated by AutoCAD from the
DWG file and including all relevant software “blocks” and references. Contact AUD for the
proper software revision number prior to submission. Digital drawings shall be saved with a
layout view for each sheet. All digital record drawings submitted must conform to Georgia
State Plane East projection, on North American Datum (NAD) 83, in units of feet, with a
defined vertical datum. A Data Dictionary should be included with each file defining
individual layers or attribute fields.
Water distribution system record drawings shall be a separate plan from the wastewater
collection system record drawings. Maximum plan size shall be 24” x 36”. Scale shall be no
larger than 1” = 20’ and no smaller than 1” = 100’ horizontally and no smaller than 1”=10’
vertically. No hand-drawn or marked up construction plans will be accepted as record
drawings. “RECORD DRAWING” shall be stamped in large print on the plan. If the project
is a phase of a subdivision, a location sketch of the entire subdivision with subject phase
outlined shall appear on drawings.
Record drawings shall contain the following information:
14.1.3.5.a Developer’s name, address, and phone number.
14.1.3.5.b Contractor’s name, address, and phone number.
14.1.3.5.c Lot numbers.
14.1.3.5.d Road names and rights-of-way widths.
14.1.3.5.e Water and sanitary easements.
14.1.3.5.f All water service locations and distances from both front property corners of
serviced lot for new development construction.
14.1.3.5.g All wastewater services with clean-outs and distances from both property
corners of serviced lot and from nearest manhole for new development
construction.
14.1.3.5.h Invert and top elevations of all manholes as well as state-plane coordinates as
supplied by red-lined drawings. See standard AUD plan layout located at
http://www.augustaga.gov/departments/utilities/.
14.1.3.5.i Label all sewer services as to distance from a specified manhole, i.e.-Manhole
A5+56’.Standard AUD plan layout (http://augustaga.gov/departments/utilities/).
14.1.3.5.j Label all water services as to distance from a specified valve, i.e.- Valve 5+56’.
See standard AUD layout (http:www.augustaga.gov/departments/utilities/).
Valve numbering shall be sequential to the degree possible.
14.1.3.5.k All valves, nodes and fittings for water line construction shall be labeled with
state plane coordinates and depths as provided by AUD on red-lined drawings.
See standard AUD plan layout (
http://www.augustaga.gov/departments/utilities/).
14.1.3.6 Acceptance of Work
Augusta Utilities Department Standards and Specifications March 2004
Page 7
Once an approved Record Drawing is received, final inspection is completed, and (a) final
plat(s) with maintenance agreement is recorded, AUD will accept the newly constructed
system. The Developer/Contractor shall be responsible for any defects in materials or
workmanship within the subject system for a period of twelve (12) months from the date of the
maintenance agreement.
IMPORTANT: A note stating that “Augusta Utilities shall not be
responsible for pavement repair or site restoration associated with
repair/replacement of a water or sewer line” shall be included on all final
plats for private developments.
14.2 WATER DISTRIBUTION SYSTEMS DESIGN AND CONSTRUCTION
14.2.1 General Design Guidelines
All water distribution system designs shall conform to the requirements as set forth in
“Minimum Standards for Public Water” (GA EPD, 2000) as published by the Georgia
Environmental Protection Division (http://www.dnr.state.ga.us/dnr). A Professional Engineer
registered in the State of Georgia must prepare the plans and specifications.
There shall be no physical connection between a potable water supply and a questionable water
supply which would allow unsafe (contaminated) water to enter the potable water system by
direct pressure, vacuum, gravity or any other means.
Hydraulic designs shall be based upon pressure data applicable to the portion of the service
area that will serve the proposed facility. Air release valves in vaults shall be provided in the
water main. All water distribution systems shall be looped to the greatest extent possible.
Design engineers shall utilize Augusta Utilities Standards and Specifications to develop
specifications to be utilized in AUD projects.
14.2.2 Design and Construction Specifications
14.2.2.1 Spatial Guidelines
14.2.2.1.1 Cover
Standard cover requirements are as follows:
14.2.2.1.1.a Standard depth of cover is 4 feet below existing and proposed road surface
(and areas designed for normal traffic loading) unless otherwise approved by
AUD.
14.2.2.1.1.b Minimum cover to finished grade over water mains shall be 36 inches.
Minimum cover under ditch bottoms shall be 24 inches. Any variance in
minimum cover must be approved by AUD on a case-by-case basis.
14.2.2.1.1.c In the event the shoulder of the road should rise above the roadway level, the
water main shall be placed at a depth to maintain 4 feet below the road surface
in order to keep a four foot depth for future driveway cuts.
14.2.2.1.2 Horizontal Separation
Unless otherwise specified, horizontal spacing should conform to the following rules, where all
separation distances listed are edge to edge:
Augusta Utilities Department Standards and Specifications March 2004
Page 8
14.2.2.1.2.a Ten (10) feet to any existing or proposed wastewater lines or force main, storm
sewer or sewer manhole. Horizontal separation of less than 10 feet requires
pipe material to be DIP for water mains, wastewater lines or force mains.
14.2.2.1.2.b Fifteen (15) feet to buildings, top of bank of lakes, streams, creeks or other
structures. Ten (10) feet is considered the absolute minimum, and will only be
considered by AUD when unavoidable. If separation distance is less than ten
(10) feet, the pipe material is required to be DIP.
14.2.2.1.2.c Where horizontal separations between water and sewer cannot be met, water
and sewer lines shall be DIP, and joints staggered such that maximum
separation exists between joints AS APPROVED BY AUD.
14.2.2.1.2.d Ten (10) feet minimum separation to gas mains.
14.2.2.1.2.e Ten (10) feet minimum to underground electric cable.
14.2.2.1.2.f Current Georgia EPD separation requirements.
14.2.2.1.3 Vertical Separation
Unless otherwise specified, vertical spacings should conform to the following rules, where all
separation distances listed are edge to edge:
14.2.2.1.3.a Water mains shall cross over and not under other pipes.
14.2.2.1.3.b Eighteen (18) inch minimum separation between all pipes and cables shall be
maintained, with six (6) inch absolute minimum separation with DIP, when
conforming to Georgia EPD separation requirements.
14.2.2.1.3.c When water mains cross under sewers, additional measures shall be taken. At
least 18 inches of separation between the bottom of the sewer and the top of the
water main shall be provided. Adequate structural support for the sewer shall
be provided to prevent deflection or settling on the water main. No joint shall
be encased under the crossing. Encasement of the water pipe in concrete or
flowable fill will also be considered.
14.2.2.1.3.d Where vertical separations between water and sewer cannot be met, water and
sewer lines shall be DIP, and joints staggered such that maximum separation
exists between joints AS APPROVED BY AN AUD ENGINEER.
14.2.2.1.4 Layout
Spatial layout shall observe the following guidelines:
14.2.2.1.4.a Normal location of proposed water lines is on the north side of east-west streets,
and the east side of north-south streets.
14.2.2.1.4.b For existing County roads, the proposed water line will generally be located five
(5) feet inside the right-of-way. For existing State roads, the proposed water
line must be located five (5) feet inside the right-of-way. Unusual
circumstances may warrant deviation. The location of the water line will also
be determined by the location of the existing lines to be tied into at the
beginning and end of the project.
14.2.2.1.4.c For subdivisions, the proposed water line shall be located four (4) feet from the
back of the curb. Where ditches are present beside the curb, refer to the Rights-
of-Way Encroachment Guidelines (latest version).
14.2.2.1.4.d Wherever possible, avoid laying water lines on the same side of the road as gas
lines.
14.2.2.1.4.e Water service lines for residential development shall be located at the center of
the lot.
Augusta Utilities Department Standards and Specifications March 2004
Page 9
14.2.2.1.4.f Water line dead ends shall be minimized by making appropriate tie-ins
whenever practical. Permanent dead ends will not be accepted unless
unavoidable. Dead ends shall be equipped with a fire hydrant. Under special
circumstances, where water lines smaller than six (6) inches in diameter are
accepted, an approved blow-off shall be required for flushing purposes.
14.2.2.1.4.g All water mains shall be placed in right-of-way areas or dedicated easements.
All easements shall allow adequate area to construct and maintain the water line
and appurtenances involved. Permanent easements shall be a minimum of 15
feet wide with line installed in center of easement. Permanent easements shall
be provided as needed to serve adjacent property, even if the water line is not
installed at that time. If the line has not been installed to future serve adjacent
property, a larger easement than the minimum may be required to construct
future line. Easement agreements shall be specific to state that no permanent
structures may be constructed within the limits of permanent easements.
14.2.2.2 Materials and Methods
14.2.2.2.1 Minimum Pipe Diameter
Water mains shall have a minimum nominal inside diameter of 8 inches. However, 6-inch
mains will be allowed in single-family residential subdivisions where the system is looped.
Water mains having an inside diameter of less than 6 inches will not be considered.
14.2.2.2.2 System Pressures
The design engineer shall not assume a pressure greater than 35 psi at the meter of a detector
check valve without confirmation from AUD. The design engineer shall contact AUD to
schedule a pressure test, which the design engineer can witness.
The new water main shall have the ability to meet maximum daily demands plus fire flow
requirements as mandated by Georgia EPD “Minimum Standards for Public Water Systems”
(GA EPD, 2000) and the Augusta Fire Marshal. The residual design pressure under all
conditions shall not be less than 20 psi.
14.2.2.2.3 Water Main Material
14.2.2.2.3.1 General Requirements
Water mains shall be either ductile iron pipe (DIP), polyvinyl chloride (PVC), or galvanized
pipe as outlined below. The minimum size of water main shall be 6 inches unless otherwise
approved by the Utilities Director. For all proposed developments, a professional engineer
shall perform a hydraulic network analysis that will indicate the water line size needed to meet
max day demand plus fire flow. Pipes larger than the minimum size must be provided if
indicated by the analysis.
DIP shall be centrifugally cast and shall conform to AWWA C150/ANSI A21.50 (latest
version) for design and AWWA C151/ANSI A21.51 (latest version) for manufacture. PVC
pipe 6 inch to 12 inch diameter shall conform to AWWA C900 (latest version). PVC pipe 14
inch to 36 inch diameter shall conform to AWWA C905 (latest version).
For water mains 6” through 16”, DIP Pressure Class 350 shall be allowed. For water mains
18” through 24”, DIP Pressure Class 300 shall be allowed. PVC C900 (most current date),
Class 200, SDR-14 with cast iron equivalent O.D.s, gasket bell end with elastomeric gaskets
Augusta Utilities Department Standards and Specifications March 2004
Page 10
shall be allowed for water mains 6” through 10” (solvent weld joints are not permitted).
Flanged DIP shall have threaded ductile iron flanges and shall conform to the requirements of
AWWA C115/ANSI 21.15 (latest version). All flanges shall be ductile iron class 150 with a
minimum working pressure of 350 psi for diameters 3”-12”, and 250 psi for 14”-48” diameter
pipe., and conform to ANSI B16.5 (latest version). Flanges shall be flat faced and all joints
shall use 1/8 inch black neoprene full-faced gaskets.
Ductile iron pipe and fittings shall have bituminous coating outside and shall be cement lined
in accordance with AWWA C104/ANSI A21.4 (latest version). DIP shall have 1/16” cement
mortar lining with rubber gasket push-on joints, restrained joint, or mechanical joints.
Mechanical joint glands shall be ductile iron. Tee bolts and nuts shall be Cor-Ten steel.
Rubber gasket joints shall conform to AWWA C111/ANSI A21.11 (latest version), and shall
be furnished by the pipe manufacturer with the pipe. A non-toxic vegetable soap lubricant
shall be supplied with the pipe in sufficient quantities for installing the pipe. The lubricant
shall be approved by NSF for use with potable water mains.
Pipe classes designated previously in this standard are minimum allowed. Actual pipe class
shall be determined based upon the installation and the use intended. Pipe shall be
appropriately labeled on the drawings. All PVC pipe for potable water service shall bear the
approved stamp of the National Sanitation Foundation. Copper wire (12 gauge) shall be
attached along the top of all buried PVC water lines, wrapped around service corporations and
stubbed up into all valves boxes for locating purposes. This wire shall be mechanically
spliced so as to be electrically conductive, then insulated to protect against corrosion of the
bare wire.
Any pipe, solder and flux used during installation of the water lines and services must be “lead-
free” with not more than 8% lead in pipe and fittings, and not more than 0.2% lead in solders
and flux.
14.2.2.2.3.2 Applications That Require DIP
DIP shall be required as carrier pipe in the following circumstances:
14.2.2.2.3.2.a Within 10 feet of sanitary and storm pipes.
14.2.2.2.3.2.b Within 15 feet of structures (near side of concrete footing), or top of bank of
lakes/streams/creeks.
14.2.2.2.3.2.c Crossings over or under sewers and storm pipes with less than 18 inches
separation, with no joint allowed within 10 feet of crossing.
14.2.2.2.3.2.e Within project boundaries of subdivisions with private roads where the Utilities
Department will take over the line for operations and maintenance while the
roads will not be deeded to Augusta.
14.2.2.2.3.2.f Along all state rights-of-way.
14.2.2.2.3.2.g The Utilities Director may mandate DIP in any instances of off-site or on-site
construction where future abuse to the line is possible due to location or
circumstances.
14.2.2.2.4 Boring and Jacking Water Lines
Where required by the drawings, the water line will be installed in a steel casing, placed by
boring and jacking. Where boring is required under highways or city/county roads, the
materials and workmanship will be in accordance with the standards of the Georgia
Department of Transportation or local authority. Boring and jacking under railroads will be
Augusta Utilities Department Standards and Specifications March 2004
Page 11
governed by the latest A.R.E.A. Standards, Part 5, "Pipelines" and those of the railroad
involved. The following guidelines apply to jack and bore installations:
14.2.2.2.4.a Casing Pipe
The casing pipe shall conform to the materials standard of ASTM
Designation A252, with minimum wall thickness of 0.219 inch. Steel
pipe will have a minimum yield strength of 35,000 psi. Casing pipe
shall be joined together with welded joints, and work shall be performed
by a certified welder.
14.2.2.2.4.b Carrier Pipe
The carrier pipe shall be ductile iron as specified herein.
14.2.2.2.4.c Installation
The steel casing shall be installed by the "Dry Bore and Jack" method.
If voids develop or if the bored hole diameter is greater than the outside
diameter of the pipe by more than approximately 1 inch, remedial
measures will be taken as approved by an AUD Engineer.
When installing water line through casing, Contractor shall use
mechanical joint pipe with retainer glands through length of casing or
field-lok gaskets. The water main shall be equipped with locking
gaskets placed throughout length of casing to adequately restrain the
pipe. The ends of the casing shall be sealed with brick and mortar, or a
manufactured collar. The pipe shall be supported by with a minimum of
two casing spacers per twenty (20) feet of pipe, with one spacer
approximately 1 foot from the bell of the pipe.
14.2.2.2.5 Restrained Joints
The method used to restrain joints shall be suitable for the pipe size thickness and test pressure
as required for the specified design case. The plans shall indicate the restrained length of pipe
on each side of the fittings in both the plan and profile views. Calculations for restrained joints
shall be provided by the design engineer. Retainer Glands/Mega-Lug shall be considered a
restrained fitting.
Restrained Joints shall be DIP as follows:
14.2.2.2.5.a For 12-inch and Smaller – Restrained joint shall be U.S. Pipe Field Lok,
American Ductile Iron Pipe Lok-Fast, EBAA Iron Mega-Lug, or an equivalent
product.
14.2.2.2.5.b For 14-inch Diameter and Larger – Restrained joint shall be U.S. Pipe TR Flex,
American Ductile Iron Pipe Lok-Ring, or equivalent product, or EBAA Iron
Mega-Lug.
14.2.2.2.5.c If inserting in older cast iron pipe, the restrained joint shall be as approved by
AUD.
14.2.2.2.6 Reaction Blocking
In lieu of restrained joints, all plugs, caps, tees, bends and other fittings shall be provided with
adequate reaction blocking as shown on AUD-Details 11 & 12.Fittings shall be poly wrapped
(6 mil) before pouring reaction blocking.Thrust blocks shall be poured-in-place concrete
having a minimum compressive strength of 3,000 psi after 28 days of cure time. Soil bearing
value shall be 2,000 psf maximum, and reaction blocking shall be made to bear directly against
the undisturbed trench wall. Lower soil bearing values shall be used when soil is poor quality.
Where trench conditions are, in the opinion of the Engineer, unsuitable for reaction blocking,
the Contractor shall provide tied joints to adequately anchor the piping as shown on the
drawings. All the rods and clamps shall be given a bituminous protective coating. All
Augusta Utilities Department Standards and Specifications March 2004
Page 12
materials, fittings and appurtenances intended for use in pressure pipe systems shall be
designed and constructed for a minimum working pressure of 200 psi unless the specific
application dictates a higher working pressure requirement.
14.2.2.2.7 Material Transitions
When transitioning water lines, materials shall be indicated and specified and must be
approved by AUD. Asbestos-cement transitions shall follow the AUD asbestos-cement water
line crossing detail (AUD- Detail 20). Unspecified transitions from DIP to PVC are not
allowed. When transitioning, all construction material shall be first quality, not previously
used. Repair clamps are not acceptable. Damaged or faulty pipe and materials must be
properly replaced. All gaskets shall be new. When connecting to existing valves or fittings,
gaskets shall be replaced, not reused.
14.2.2.2.8 Main Taps
Mains may be tapped as long as the tapping line is smaller than the tapped line unless
otherwise approved by AUD. See Section 14.2.2.2.9 for service tap requirements. Equal size
line connections approved by AUD shall require that a tee be cut into the main where possible.
Tees are also required at locations dictated by the Utilities Director. Tapped connections in
pipe and fittings shall be made in such a manner as to provide a watertight joint and adequate
strength against pull-out. In addition, the following guidelines shall be met:
14.2.2.2.8.a Tapping Sleeves and tapping crosses shall be of a heavy body ductile iron,
mechanical joint suitable for a working pressure of 200 psi for sleeves and
crosses larger than 14-inch, or a working pressure of 250 psi for sleeves and
crosses equal to or less than 14-inch, or as approved by AUD. Tapping sleeves
and valves are required for all taps 4 inches and greater. Taps less than 4 inches
shall be provided with a service saddle meeting the requirements of Section
14.2.2.2.9. Valves shall be provided on all taps. Tapping sleeves shall be a
minimum of 6 feet from pipe joints.
14.2.2.2.8.b Schedule 40 PVC shall only be used as a sleeve for the installation of service
line tubing under pavement areas. Use in the water distribution system or other
areas is not acceptable.
14.2.2.2.9 Water Service Lines and Taps
For 2” service lines: Galvanized pipe shall be seamless, American made, Schedule 80 and
shall conform to the ASTM Specifications.
Where water service lines connect to DIP or any pressure-rated pipe, service saddles must be
used. No direct service taps shall be allowed. Brass double strap tapping saddles shall be
used. U-bolt type straps are not acceptable. All water service taps on the main shall be spaced
at a minimum distance of 18 inches apart and a minimum of 18 inches from a bell or fitting. If
two or more taps are required at a minimum spacing, they shall be offset 45o alternatively.
Services greater than one (1) inch shall be seamless galvanized. Two-inch (2”) services shall
have three 2”, 90-degree galvanized, non-malleable elbows per Augusta Utilities’ two-inch
Water Service detail.
All service line taps shall be supplied with corporation stops (AUD-Detail16). General
requirements for corporation stops are as follows: for 1” services, a Ford FB-600-4 or
Augusta Utilities Department Standards and Specifications March 2004
Page 13
equivalent with a taper thread inlet and flared copper outlet. For 1” water service lines, eighth
bend shall be the Ford LA02-44 or equivalent or the Ford LA04-44 or equivalent for
compression fittings.
Service line tubing shall be rolled of soft continuous and seamless copper Type K conforming
to AWWA C800 and ASTM B-88 (latest version). The minimum diameter for residential use
shall be one (1) inch. The service line shall be laid in a straight line and be of a continuous
piece of pipe from corporation to curb cock (AUD-Detail 16), and shall not exceed 100 feet in
length from the main to the meter. No service line fittings shall be placed under the roadway.
For wide roadways, it may be considered placing fittings in the median. The curb cock shall be
located 6 inches behind and 8 inches below the top of new curb or edge of asphalt.
14.2.2.2.10 Meter Installation
The Contractor/Developer shall furnish and install an approved meter box at the termination
point of all water services, and maintain the box until such time as a meter is installed. Meter
boxes for one and one-half inch (1½“) and smaller meters are standard, while two-inch (2”) can
be installed in a Rome oversized 2” cast-iron box. Meters three-inches (3”) and larger shall be
installed in a meter vault. Meter boxes shall be Rome type, 10” x 19” x 10” cast iron box and
lid. The top shall have cast ribs on the bottom side with four (4) legs to prevent sliding
movement. The box shall have a minimum weight of 37 lbs., for meters one and one-half inch
(1½“) or smaller. Meter and curb stop shall be fully encased by the meter box. Meter vaults
for meters two-inch (2”) and larger shall be pre-cast reinforced concrete using 3,000 psi
concrete and #4 rebar (AUD-Detail 15). No site built vaults are permitted.The access hatch
shall be made of heavy-duty aluminum, and shall be hinged and lockable. The hatch shall be
large enough for removal of the meter but no smaller than 36” x 36”. For commercial
applications, the meter lid shall have a notch to accommodate automated meter reading
technology. Wall dimensions shall allow 2 feet of working clearance. Vault floors shall be no
less than four inches (4”) thick with 3,000 psi concrete and #4 rebar, with the meter located no
less than 18 inches off the floor. In addition, all commercial meters shall have a bypass piping
arrangement approximately one size smaller than the meter to facilitate meter removal. This
bypass valving shall bypass the meter, but not the backflow prevention device. If a bypass
device is installed on the backflow prevention device, then a separate backflow prevention
device should be installed on that bypass.
Meter boxes should generally be placed eighteen inches (18”) inside the adjacent utility
easement that parallels the right-of-way. Where sidewalk is installed, two feet (2’) of
clearance is required between the customer’s side of the sidewalk edge and the meter box. In
developments where the property line is not clearly defined (e.g., condominiums) the meter
box should be placed for ready access as approved by AUD. Meter boxes and control valves
shall be accessible and unobstructed for four feet (4’) in all directions. This shall include but
not be limited to transformers, telephone junction boxes, walls, trees, etc. Meters boxes shall
not be placed in areas that can be fenced, such as a backyard, and shall not be placed in any
asphalt or concrete surfaced areas unless approved in writing by AUD. For shopping centers,
the developer’s engineer should give special consideration to meter layout so as to satisfy these
requirements. When no alternative is available but to locate in asphalt, the top of box shall be
flush with the asphalt surface. Meter boxes shall not be located in low areas that normally
receive storm water. The box shall also be located outside of parking stalls. The box and lid
Augusta Utilities Department Standards and Specifications March 2004
Page 14
should be traffic bearing, but located outside of a commonly trafficked area. Valves shall have
concrete donuts when not in asphalt or sidewalk.
Meters will be installed by AUD at the time service is required at the stub-out, and will remain
the property of AUD. Areas that are privately owned where AUD does not own water or sewer
utilities may be master metered. Each unit within a residential building (i.e., duplex, triplex,
etc.) shall have a separate meter, unless prior approval is received from the Utilities Director.
The proper sizing of service lines is the responsibility of the design engineer, and AUD takes
no responsibility for improperly sized meters or the problems associated with them. Meters
will be available in the following sizes: 5/8x3/4, 1, 1½, 2, 3, 4 -inch, and larger standard sizes as
necessary. AUD reserves the right to request historical data for meter sizing.
14.2.2.2.11 Valves, Fittings, and Appurtenances
Valving of all water distribution systems shall be designed to facilitate the isolation of each
section of pipeline between intersections of the network. In high density areas (25 dwelling
units), valves shall be installed as necessary to minimize the number of persons affected by a
water main break. Gate valves, 4 inches to 18 inches, shall be U.S. Pipe Metro-Seal 250
resilient seated gate valve, or equivalent, and must conform to AWWA C509 (latest version).
Valves larger than 18 inches shall be gear operated butterfly valves, conforming to AWWA
C504 (latest version). Wafer valves will not be accepted. Valves shall generally be installed at
intervals of not more than 3,000 LF on transmission mains and on all primary branches
connected to these mains. Placing an in-line valve in close proximity to every third fire
hydrant is recommended for locating purposes.
The Utilities Director shall determine whether mains are distribution or transmission.
Valves shall OPEN LEFT if installed south of Gordon Highway (SR 10), or OPEN RIGHT if
installed north of Gordon Highway. Valves shall be provided with valve stem extensions to
within 6 inches of ground surface, where centerline of pipe to grade is greater than 4 feet.
Valve boxes shall be M&H E-2702, Mueller H10364 or approved equal. Each valve box shall
be adjustable for a minimum cover of 3 feet. The flanged base of the valve box shall be at least
six (6) inches above the pipe so not to stress water lines 4” and smaller. Extension pieces will
be required for additional depth over valves. Extensions shall be M&H E-3120 or Mueller H-
10375. Covers shall have “WATER” cast on top.
All valves, bends, tees, crosses and dead ends shall be restrained by retainer glands, restrained
gaskets, or by use of a concrete thrust block in those instances that warrant such an installation.
Standard pressure pipe fittings of size four (4) inch ID and larger shall be ductile iron
conforming to AWWA C153 (latest version), with mechanical joints unless flanged or
restrained joints are required. Gray cast-iron fittings are not allowed. Ductile iron fittings shall
be epoxy coated in accordance with AWWA C116 (latest version). Mechanical joint fittings,
24 inches and smaller shall be rated for 350 psi minimum working pressure, while all fittings
between 30 and 48 inches shall be rated for 250 psi minimum working pressure. Mechanical
joint fittings 54 through 64 inch shall be rated 150 psi minimum working pressure. Glands for
mechanical joint fittings shall be ductile iron. Only bolt systems furnished by the manufacturer
for mechanical joints are acceptable; nuts and bolts shall be new, not reused. Pipe gaskets shall
Augusta Utilities Department Standards and Specifications March 2004
Page 15
be new as supplied by the pipe manufacturer. For sizes less than four (4) inch ID, fittings
shall be suitable to the pipe material and application.
For flanged pipe, flanges shall be ductile iron Class 150, ANSI B16.5. Flanged joint fittings 14
inches and smaller shall be rated for 350 psi minimum working pressure, and flanged joint
fittings between 14 and 48 inches shall be rated for 250 psi working pressure. All flanges shall
be flat faced. Full face, 1/8 inch black neoprene gaskets shall be used on all flanged joints. All
joints shall conform to AWWA C115 (latest version). Bolts, nuts and washers for flanges shall
be hot dip galvanized, except tee-bolts shall be Cor-Ten steel.
14.2.2.2.12 Fire Hydrants
Fire hydrants shall be provided in all water mains, transmission and distribution systems.
Accepted models are Mueller #A-24018, M&H Figure 129T, AWWA Compression-Type Dry-
Top Traffic Model, of 150 psi working pressure, and 300 psi testing pressure. Kennedy K-81D
will also be accepted. All fire hydrants shall be ordered all yellow. Fire hydrants shall be
spaced such that the radius of protection will not be more than 500 feet. In certain areas, closer
spacing may be required by the Fire Marshal.
Each hydrant shall be left turn opening and capable of delivering a flow of at least 500 gallons
per minute with a residual design pressure of not less than 20 psi during maximum day
demand, or a higher flow as required by the Fire Marshal. Multiple fire hydrants with looped
mains and/or larger main sizes may be required to provide water for higher flow demand.
Flow tests shall be performed to verify the specified fire flow demand.
Fire hydrants shall be of the dry barrel break-away type conforming to AWWA C502 (latest
version), with two 2 ½ inches threaded hose nozzles and one 4 ½ inch threaded pumper nozzle.
Hose and pumper nozzle threading shall be national standard. Shoe connection shall be 6-inch
mechanical joint. The center line of the nozzles shall be 18 inches above the finish grade.
Hydrants shall have a 5¼ inch interior valve opening. Hydrants shall be restrained from
hydrant to tee at the main and have a concrete thrust block poured behind them. At the
discretion of the Utilities Director, additional protection for fire hydrants shall be provided
including but not limited to concrete filled ductile iron traffic posts surrounding each hydrant.
Fire hydrant branches (from main to hydrant) shall be a minimum of 6 inches ID. Each branch
shall be provided with a resilient seat gate valve located as close as possible to the main.
Hydrants shall be located at or near road right-of-way lines with pumper nozzle pointing
toward the road. A clear zone around all fire hydrants shall be adhered to, consisting of a 5
foot radius around the hydrant and 7 feet above the top of the hydrant. Maintain 15 feet
minimum from hydrant to all structures. Placement of landscaping, fencing, etc. shall be
considered in order to meet this clear zone requirement.
14.2.2.2.13 Backflow Prevention Devices
Backflow prevention devices shall be provided, as required by the Utilities Director and as set
forth in these Standards. All irrigation systems, water services and fire lines for industrial,
office, commercial, schools, mobile home parks, multi-family residences and any other
locations as determined by the Utilities Director shall require a minimum of a double-check
backflow prevention assembly. In addition, based on the degree of hazard present, AUD may
require a reduced pressure (RPZ) backflow prevention assembly on the customer side of
Augusta Utilities Department Standards and Specifications March 2004
Page 16
service lines (domestic, irrigation, and fire). A certified person shall test backflow devices and
the results furnished to AUD prior to any water use. Residential development shall install a
“Dual-Check” backflow device on the customer’s side of service line at the point of tie-in to
the water meter. Lawn irrigation systems shall have a minimum of a double-check valve
backflow prevention device per the 2002 Georgia Plumbing Code (DCA, 2000). The plumber
or builder tying service into the set meter will submit the test results for the backflow
prevention device to AUD’s Backflow Prevention Section prior to acceptance and any water
use.
Backflow prevention device assemblies shall be the latest approved product of a manufacturer
regularly engaged in the production of this type equipment. All assemblies shall be as
approved by the America Society of Sanitary Engineering (ASSE), The American National
Standards Institute (ANSI), The American Water Works Association (AWWA), Foundation
for Cross Connection Control and Hydraulic Research of the University of Southern California,
and the Georgia State Plumbing Code.
Type and size of all assemblies shall be indicated on the drawings.
Backflow prevention device ownership and maintenance responsibilities shall be as set forth in
the appropriate ordinances. The Owner shall document yearly that a qualified technician has
tested and inspected the backflow prevention device and that the device has passed inspection.
A copy of the technician’s certification must be attached to the test results and submitted to the
AUD’s Backflow Prevention Section. The Engineer must comply with AUD Policies and
Procedures for Backflow Prevention by Containment (latest version). A copy of this manual is
available upon request from AUD.
14.2.2.2.14 Fire Lines
All fire lines shall have a minimum double-detector check valve assembly (detector check
valve with a 5/8 inch by-pass meter to detect low flows) within the right-of-way or dedicated
easement. No exceptions to the by-pass meter requirement shall be made regardless of
sprinkler system type, configuration, etc. Certain types of fire lines will require RPZ check-
valve. Please contact AUD’s backflow prevention section to determine actual requirements.
14.2.3 Construction Guidelines for Water Distribution Systems
14.2.3.1 Deviation from Plans
During construction when deviations from approved plans are desired, the AUD’s
Inspector shall be notified. Revised plans shall be submitted from the design engineer as
soon as possible to the AUD for approval. Minor changes not affecting capacities, flows or
operation may be allowed in the field during construction by AUD’s Inspector. The Inspector
shall have authority as to what constitutes a minor or major change. An approved set of red-
line drawings (section 14.1.3.5) clearly showing any changes shall be submitted to the AUD
Inspector at the completion of the work and prior to sign-off of the final plat.
The Contractor/Developer is responsible for verifying the exact location, size and material of
any existing water facility proposed for connection or use by the project. No publicly owned
water line shall be uncovered without prior coordination with AUD.
14.2.3.2 Erosion and Sedimentation Act Compliance
Augusta Utilities Department Standards and Specifications March 2004
Page 17
All phases of construction shall be completed in accordance with the Erosion and
Sedimentation Act 12-7-1 et seq.
14.2.3.3 Work Conducted in Rights-of-way
Where a traffic control plan is required, it shall be in accordance with Augusta Public Works
Rights of Way Encroachment Guidelines.
14.2.3.4 Water Distribution System Installation
Authorization must be obtained from AUD to construct, alter or modify a water line.
Construction of water infrastructure will be authorized by the Utilities Department upon
approval of submitted plans and notification of AUD at least 48 hours prior to starting
construction (706-312-4132).
Installation of water mains and associated appurtenances shall be in accordance with current
AWWA specifications and manufacturer’s requirements for the specific product. Loading or
unloading and storage of pipe, fittings, valves, etc. shall be done in such manner as to avoid
damage. The interior of all pipe, fittings, valves, etc. shall be kept free of dirt and foreign
matter at all times. All piping shall be placed in a dry trench with a stable bottom. Wet trench
installation shall be allowed only upon approval of AUD.
Restrained joints shall be required at each fitting involving a change of direction and on
surrounding pipe, as specified in the approved plans. Concrete thrust blocks can be allowed in
lieu of mechanical restraint systems, as approved by AUD.
Backfill shall be free of boulders and debris, and shall conform to Georgia Department of
Transportation Specifications. Sharp or rocky material encountered in the base shall be
replaced with proper bedding. Pipe shall be laid on line and grade as designed. Pipe joints,
gravity blocks, service connections, and conflicts shall be left exposed until visually inspected
and approved by the AUD’s Inspector.
Fire hydrants shall be installed true and plumb with the center of the pumper nozzle facing
toward the road according to Section 14.2.2.2.12. Hydrants shall not be placed in the sidewalk.
All valves shall be placed according to plans. Valve stems shall be installed plumb. Valve
stem extensions are required as described in Section 14.2.2.2.11. Air relief valves shall be
installed at all high points in the water main where air can collect, as shown on the plans or as
directed by Augusta Utilities.
The following guidelines shall be followed during the construction of water mains:
14.2.3.4.a Handling and Storing of Materials: Unload pipe so as to avoid deformation or
other injury thereto. Place no pipe within pipe of a larger size. Store pipe and
fittings on sills above storm drainage level and deliver for laying after the trench
is excavated. Valves shall be drained and stored to protect them from freezing.
14.2.3.4.b Pipe Laying (General): The interior of the pipe shall be clean and joint surfaces
wiped clean and dry when the pipe is lowered into trench. Lower each pipe,
fitting and valve into the trench carefully and lay true to line and without
objectionable breaks in grade. The depth of cover below finished grade shall be
not less than 3 feet, or as shown on the drawings. Give all pipes a uniform
bearing on the trench bottom. Allow no trench water or dirt to enter the pipe
Augusta Utilities Department Standards and Specifications March 2004
Page 18
after laying. Insert a watertight plug in the open end of the piping when pipe
laying is not in progress. Water pipe shall be bedded when required by poor
soil conditions ( AUD-Detail 8 ).
14.2.3.5 Pressurization and Leakage Testing
After installation, all water mains shall be leak tested, in accordance with AWWA C-600,
Section 4.1 (latest version) for DIP, and C605, Section 7 for PVC. The Contractor/Developer
shall provide all equipment, materials and labor necessary for pressure and leak testing. This
test must be observed by an Augusta Utilities Department representative. A pumping pressure
of 200 psi, or 1.5 times the working pressure at the point of testing depending on the discretion
of an AUD reprsentative, must be supplied at the expense of the Contractor/Developer. The
main tested shall either be isolated from active potable lines or protected from leakage by a
double valve arrangement. All water used for pressure testing must be potable water with
adequate chlorine residual. Water lines shall be tested by valve sections. Maximum allowable
leakage shall be as determined in accordance with current AWWA specifications. The
standard duration of test is four (4) hours. Testing procedures shall meet or exceed AWWA
C600 (latest version) requirements. Any portions of the main which fail the test shall be
replaced or adjusted until the entire new main passes the test criteria. Concurrent with the
pressure test, and before any work will be accepted for payment, the Contractor shall perform a
leakage test. Leakage is defined as the quantity of water to be supplied into the newly laid
pipe, or any valved section thereof necessary to maintain the water pressure to within 5 psi of
the test pressure. No pipe installation will be accepted until the leakage is less than the number
of gallons per hour as determined by equation 1 from AWWA C600 for DIP:
133200
PSDL
Where L = allowable leakage in gallons per hour, S = the length of pipe in the section tested, D
= the nominal diameter of the pipe in inches, P =the average test pressure during the leakage
test in pounds per square inch gauge. For PVC pipe, the following equation shall be used:
7400
PNDL=
where N = Number of joints in the pipeline being tested.
14.2.3.6 Connecting to Existing Systems
All connections to existing mains shall be made under the direct supervision of the AUD’s
Inspector. Valves on existing mains shall be operated by or under direct supervision of AUD
personnel. Tapping sleeves and valves shall be pressure tested prior to tapping. If service to
existing customers must be interrupted, AUD shall be notified at least three (3) days (72 hours)
in advance. The contractor shall make the necessary notifications to the customers. The new
line shall be chlorinated for up to three (3) days and then drained and bacteria tested. Only
after maintaining the appropriate chlorine residual and passing the bacteriological test shall the
line be put into service, at the direction of AUD.
If cut-off of service is required, the Contractor shall be ready to proceed with as much material
pre-assembled as possible at the site to minimize the length of service interruption. Augusta
Utilities reserves the right to postpone service cut-off if, in the opinion of the Utilities Director,
the Contractor is not ready to proceed on schedule. Scheduled interruptions should not exceed
four (4) hours. The Contractor/Developer shall arrange for temporary services to Customer(s)
if water will be shut off for more than four hours.
Augusta Utilities Department Standards and Specifications March 2004
Page 19
Local chlorination will be required for all pipe and fittings used to complete connections with
the potable water system. Tapping sleeves and valves shall be chlorinated in accordance with
AWWA requirements. All wet taps shall be witnessed by the AUD’s Inspector.
14.2.3.7 Cleaning and Flushing
Upon completion of installation, the mains shall be flushed and the water disposed of without
creating a nuisance. Flushing must achieve a minimum water velocity of 2.5 fps in all portions
of the pipe. The duration of the flushing will be determined by the AUD’s Inspector. No
flushing or cleaning shall take place without an Augusta Utilities representative present. The
existing mains where the new mains connect may require flushing under the direction of AUD
when service is restored. The Contractor shall be responsible for the treatment of discharge
and disinfection water. All flushing activities shall be in accordance with AWWA C651.
14.2.3.8 Disinfection
Augusta Utilities shall be notified at least 24 hours in advance to schedule bacteriological
testing of water mains. The Contractor shall replace or adjust components of the pipeline
which fail the test. Clearance is required from the Utilities Department before AUD will allow
the main to be put into service.
All piping complete with fittings and appurtenances shall be sterilized as specified in the
applicable sections of AWWA Specification C651 (latest version) "Disinfecting Water Mains."
Piping and appurtenances shall be thoroughly flushed then chlorinated with not less than fifty
parts per million (50 ppm). Calcium hypochlorite can be used. Water from the existing
distribution system or other source of supply should be controlled so as to flow slowly into the
newly laid pipeline during the application of chlorine. The solution should be retained in the
pipeline for not less than 24 hours and the system shall maintain the chlorination level
originally introduced into the line, which should not be less than 50 ppm. The system shall
then be flushed with potable water and the sampling program started. A minimum chlorine
residual of 1.0 ppm should be available in the line after flushing.
Sampling taps and chlorinated water used for disinfection shall be flushed to a location that
will not damage property, persons, etc., and shall be provided by the Contractor/Developer at
the expense of the Contractor/Developer. The provisions of this paragraph apply equally to
new pipe and fittings and to existing pipelines into which connections have been made or
which may have been otherwise disturbed to the extent that contamination may have occurred.
All requirements of the health authorities shall be observed in executing this work. The
disposal of heavily chlorinated water (following disinfection) must be accomplished in
accordance with the latest editions of the AWWA Standard C651 and the EPD’s Minimum
Standards for Public Water Systems. No dry chlorine shall be placed in the pipes while
installing.
A minimum of two samples tested by a State approved private lab, shall indicate
bacteriologically satisfactory water and the results shall be submitted to the Inspector.
14.2.4 Measurement and Payment
Augusta Utilities Department Standards and Specifications March 2004
Page 20
An AUD standard bid schedule and standard payment sheet are available as part of the
standard contract documentation. Please contact AUD by phone at 706-312-4132 for copies of
this information.
Augusta Utilities Department Standards and Specifications March 2004
Page 21
14.3 WASTEWATER COLLECTION SYSTEMS DESIGN AND CONSTRUCTION
14.3.1 Design Guidelines
A Professional Engineer registered in the State of Georgia must prepare the plans and
specifications. The design must conform to the requirements set forth in “Recommended
Standards for Wastewater Facilities” (latest version) published by the Great Lakes-Upper
Mississippi River Board of State and Provincial Public Health and Environmental Managers,
and must follow EPD guidelines.
Before a sewer is designed, the area to be served should be studied for the purpose of
estimating the type and quantity of flow to be handled. Design should be considered for the
ultimate tributary population. Consideration should be given to the maximum anticipated
capacity of institutions, industrial parks, etc. Where future relief sewers are planned, economic
analysis of alternatives should accompany initial permit application. Design pipe capacity
should be based on peak sewage flows plus the anticipated maximum infiltration/inflow levels
under normal open channel flow conditions. The average daily flow of the tributary areas must
be stated by the design engineer.
The design engineer shall provide the owner with the calculations supporting the recommended
design in the form of a written concept report. The report should summarize the work
performed to arrive at the peak flow calculations. A “peak flow summary schematic” shall
accompany the report. This schematic shall be in the form of a plan layout sheet and include
the following at a minimum: surrounding basin and subbasin limits, hydrology including
creeks, lakes, swamps, marshes, and roads, railroads, parcels, topography lines, surrounding
wetlands, recommended sewer layout, and peak flow amounts at the lower point of each basin.
All food service operations are required to install, operate, clean, and maintain sufficiently
sized oil and grease separators (grease traps) to prevent obstruction or interference with the
proper operation of the wastewater collection system and treatment plants.
No gravity-fed sewer lines less than eight (8) inches in diameter may be installed. Sanitary
laterals with clean-outs shall be installed at ALL service tie-ins to the system.
14.3.2 Design and Construction Specifications
14.3.2.1 Spatial Guidelines
14.3.2.1.1 Cover
Minimum cover to finished grade over wastewater collection lines shall be four (4) feet, and
maximum cover shall be twenty (20) feet, unless otherwise approved by AUD. Any
exceptions must be approved by AUD engineering prior to construction. AUD reserves the
right to reject proposals with less than four (4) feet of cover.
14.3.2.1.2 Horizontal Separation
Horizontal separation distances are as follows, with distances listed from edge to edge of listed
items.
14.3.2.1.2.a Ten (10) feet to water lines and storm sewer lines.
14.3.2.1.2.b Fifteen (15) feet to buildings, top of bank of lakes/streams/creeks, other
structures (10 feet absolute minimum – only when unavoidable, and pipe
material is required to be DIP).
Augusta Utilities Department Standards and Specifications March 2004
Page 22
14.3.2.1.2.c Ten (10) feet minimum separation to gas mains.
14.3.2.1.2.d Ten (10) feet minimum to underground electric cable.
14.3.2.1.3 Vertical Separation
Eighteen (18) inch minimum separation (edge to edge) between all pipes and cables shall be
maintained, with a six-inch (6”) absolute minimum separation with DIP.
14.3.2.1.4 Layout
Layout of the sanitary system shall follow these guidelines:
14.3.2.1.4.a All manholes constructed outside the right of way shall be elevated two feet
above the ground surface.
14.3.2.1.4.b All manholes constructed within the 100 year flood plain shall be elevated a
minimum of 4 feet above the ground surface and include a water-tight ring and
cover.
14.3.2.1.4.b Wastewater easements shall be a minimum of twenty (20) feet wide with the
sewer line centered in the easement.
14.3.2.1.4.c Individual sewer services shall be a minimum of six (6) inches in diameter and
shall extend from the main and terminate with a clean-out constructed at the
edge of right-of-way. If the main is installed outside of the right-of-way, the
services with clean-outs shall terminate at the edge of the permanent easement.
All lines eight (8) inches in diameter and larger shall terminate in a manhole.
The required service lateral with clean-out shall be inspected by the Augusta
Utilities Inspector prior to physical tie-in of private service line. The services
shall be installed as deep as possible. Tying into the stack pipe of the clean-out
is strictly prohibited unless written authorization is obtained from AUD. The
use of donuts is required.
14.3.2.1.4.d Sewer lines installed parallel to lakes/streams/creeks shall be designed to leave a
25-foot minimum undisturbed buffer along the edge of the bank.
14.3.2.1.4.e Under no circumstances shall house sewer services and water services be laid in
the same trench.
14.3.2.1.4.f Manhole spacing shall not exceed 400 LF for sewers 15 inches in diameter or
smaller, and 500 feet for sewers 18 inches to 30 inches.
14.3.2.1.4.g Manholes shall be located at the junction of sewers and at changes in grade,
pipe size, or alignment. They shall also be installed at all intersections.
14.3.2.1.4.h Wastewater manholes should not be located where surface water can drain into
the manhole. When this is not possible, a watertight cover shall be specified.
For this purpose, and also for assisting in locating manholes across country, the
rims shall be set above grade.
14.3.2.1.4.i A drop manhole shall be provided for a sewer entering a manhole at an
elevation of 24 inches or more above the manhole invert. Where the difference
in elevation between the incoming sewer and the manhole invert is less than 24
inches the invert shall be filleted to prevent solids deposition.
14.3.2.1.4.j Minimum angle between influent and effluent wastewater lines at a manhole
shall be ninety (90) degrees.
14.3.2.1.4.k Both vertical and horizontal alignments shall be reviewed with AUD prior to
finalization.
Augusta Utilities Department Standards and Specifications March 2004
Page 23
14.3.2.1.4.l Where indicated on the plans, pipe stub-outs for the connection of future sewers
shall be provided during the construction of new manholes. Each stub-out shall
be plugged in the bell end of the stub-out with a plug approved by Augusta
Utilities.
14.3.2.1.4.m The maximum slope for a wastewater line shall be 20%. All 20% sewers shall
be DIP with concrete collar walls at every joint or alternate restraining system
provided by design engineer. Slopes less than 20% are preferred. If steep slope
is necessary, an AUD Engineer must approve the design.
14.3.2.1.4.n Buoyancy of sewers shall be considered and flotation of the pipe shall be
prevented with appropriate construction where high groundwater conditions are
anticipated.
14.3.2.2 Design Parameters
Design parameters for wastewater collection systems are included in Table 1:
Table 1: Design parameters for wastewater for Augusta Richmond County.
Parameter Value
Per Capita Flow, Average 125 gallons per day (gpd)
Minimum velocity in collector sewer 2.0 feet per second (fps)
Maximum velocity in collector sewer 10.0 feet per second (fps)
Minimum collector sewer size 8 inch
Infiltration Allowance 25 gpd/in Dia/mile
Ratio of Peak to Average flow 2.5
Design depth of flow at Peak Flow 0.75 of Full
Design Period 30 Years
Minimum Manning’s “n” Factor 0.014
Table 2 contains minimum slope for representative pipe sizes.
Table 2: Minimum Slope per Pipe Size.
Pipe Inside Diameter (inches) Minimum Slope in Percent (%)
8 0.400
10 0.28
12 0.220
14 0.170
15 0.150
16 0.140
18 0.12
21 0.100
24 0.080
27 0.067
30 0.058
33 0.052
36 0.046
Augusta Utilities Department Standards and Specifications March 2004
Page 24
39 0.041
42 0.037
14.3.2.3 Lift Station Design
All lift stations shall be installed underground, unless otherwise directed by the Utilities
Director. Wet well size and pump sizing shall be determined by a professional engineer, after
a comparative study has been done of the area surrounding the proposed construction.
Potential future development of the surrounding area should be incorporated into the design.
All potable water services around sewage pumping facilities shall be provided with an
approved reduced pressure zone backflow prevention (RPZ) device. Please refer to the
Recommended Standards for Wastewater Facilities (latest version) for additional information.
The following guidelines apply to lift station design:
14.3.2.3.a Pumps, valves, and pipe sizes shall be designed by a professional engineer, and
should be capable of providing a minimum flow rate of 2 fps per AUD
specifications. Calculations for the design shall be submitted to AUD for
review and approval. Pump specifications shall be provided to Augusta Utilities
for review.
14.3.2.3.b Valves shall have a minimum of a 18-inch clearance in all directions.
14.3.2.3.c All pipes entering the wet well and discharging from the wet well into the valve
pit shall be mechanical joint DIP. PVC pipe will not be permitted.
14.3.2.3.d For dry wells, the valve pit shall consist of a precast manhole cone section or a
precast concrete box. The bottom shall have 2-inch diameter pre-drilled holes
filled with gravel for drainage.
14.3.2.3.e A cone section shall be set on a minimum 4-inch thick concrete slab with an
open bottom and gravel for drainage. For proposed piping, the manhole shall
have cored holes fitted with flexible rubber boots. Standard ring and cover shall
be installed and grouted to the cone section. The top of the valve pit shall be a
minimum of six (6) inches above finished grade.
14.3.2.3.f Electrical systems and components (e.g., motor, lights, cables, conduits, switch
boxes, control circuits, etc.) in raw wastewater wells, or in enclosed or partially
enclosed spaces where hazardous concentrations of flammable gases or vapors
may be present, shall comply with the National and the Augusta, Georgia
Electrical Code requirements. In addition, equipment located in the wet well
shall be suitable for use under corrosive conditions. Each flexible cable shall be
provided with a watertight seal and separate strain relief. A fused disconnect
switch located above ground shall be provided for the main power feed for all
pumping stations. When such equipment is exposed to weather it shall meet the
requirements of weatherproof equipment. The control panel shall be duplex
NEMA 4X with audible and visible alarms. Lightning and surge protection
systems should be considered. A 110 volt power receptacle to facilitate
maintenance shall be provided inside the control panel for lift stations that have
control panels outdoors. Ground fault interruption protection shall be provided
for all outdoor outlets.
14.3.2.3.g A location for permanently-installed or portable engine-driven generating
equipment must be in the plans for emergency operation of all lift stations.
Generating unit size shall be adequate to provide power for pump motor starting
Augusta Utilities Department Standards and Specifications March 2004
Page 25
current and for lighting, ventilation, and other auxiliary equipment necessary for
safety and proper operation of the lift station. Augusta will approve allowance
for the operation of only one pump during periods of auxiliary power supply.
Special sequencing controls shall be provided to start pump motors unless the
generating equipment has the capacity to start all pumps simultaneously with
auxiliary equipment operating. Where portable generating equipment or manual
transfer is provided, sufficient storage capacity with an alarm system shall be
provided to allow time for detection of pump station failure and transportation
and connection of generating equipment. Special electrical connections and
double throw switches shall be installed at all lift stations where emergency
power will be provided by portable generating equipment. Design engineer
and/or contractor shall coordinate type and size of all permanent or portable
generators with City of Augusta prior to lift station construction.
14.3.2.3.h Wastewater pumping stations and portable equipment shall be supplied with a
complete set of operational instructions, including emergency procedures,
maintenance schedules, tools and spare parts as may be necessary.
14.3.2.3.i A grit separator shall be provided in the design.
14.3.2.3.j Gate valves shall be installed to allow for bypass pumping of the facility.
14.3.2.4 Materials and Methods
14.3.2.4.1 Wastewater Collection Pipe Materials
14.3.2.4.1.1 General Requirements
Pipe for wastewaters shall be polyvinyl chloride (PVC) or ductile iron pipe (DIP) as outlined
below. However, DIP is considered a required measure for special applications only. Standard
pipe lengths not greater than 20 feet shall be used. Force main pipe shall be of approved C900-
CL200 PVC water pipe or ductile iron pipe conforming to AWWA C150 & C151 (latest
version).
PVC pipe shall be manufactured from virgin resin conforming to ASTM D-3034 (latest
version) with minimum classification of SDR-35 for pipes less than 15” diameter and SDR-26
for pipes greater than 15” diameter. PVC shall be jointed with a rubber gasket and shall
conform to ASTM F477 (latest version) and manufacturer’s recommendations. Solvent weld is
prohibited
DIP shall be epoxy-lined and conform to AWWA C151/ANSI A21.51 (latest version). Design
methods shall conform to AWWA C150/ANSI A21.50 (latest version). DIP shall be pressure
class 350 for 16” and smaller. DIP shall be of the bell and spigot type with push-on joints
conforming to ANSI A21.11 (latest version) or with restrained joints where the application
requires restraint.
All fittings shall be of the same quality and material as the pipe to be used. Pipe classes shall
be determined based upon the installation and the use intended. Pipe shall be appropriately
labeled on the drawings. WYE fittings shall be utilized. TEE fittings and saddles shall not be
allowed. All DIP fittings shall be ductile iron.
Aerial pipe shall be mechanical joint DIP or continuous weld, wrapped and coated steel pipe.
Piers shall be placed at every joint directly behind the bell. Site conditions may dictate
construction utilizing more stringent requirements than indicated in the standard detail.
Augusta Utilities Department Standards and Specifications March 2004
Page 26
Anchor collars shall be constructed on the pipe whenever pipe grade is 20% or greater.
Restrainers may be used in lieu of collars when a particular brand and method are determined
equivalent.
14.3.2.4.1.2 Applications that Require DIP
DIP shall be required in the following circumstances:
14.3.2.4.1.2.a When wastewater line has less than four (4) feet of cover. Minimum depth of
cover for DIP is two (2) feet. Concurrence of the AUD engineering department
must be obtained prior to constructing wastewater line with such shallow cover.
14.3.2.4.1.2.b When a wastewater line crosses over storm pipe (Must be one joint of DIP
centered on the crossing)
14.3.2.4.1.2.c When a wastewater line passes laterally within one (1) foot of a storm sewer
line (Must be one joint of DIP centered on the crossing).
14.3.2.4.1.2.d When a wastewater line is to have in excess of eighteen (18) feet of fill.
14.3.2.4.1.2.e When a wastewater line is at the maximum slope of 20%.
14.3.2.4.1.2.f For last joint of pipe at all drop manholes greater than three (3) feet.
14.3.2.4.1.2.g When a wastewater line is less than six (6) feet under a street.
14.3.2.4.1.2.h The Utilities Director may mandate DIP in any instances of off-site or on-site
construction where future abuse to the line is possible due to location or
circumstances, extensive length under pavement, or in private property away
from right-of-way areas.
14.3.2.4.2 Tie-Ins
14.3.2.4.2.1 New Sewer Systems
New sewer mains shall be tied-in to the existing sewers at locations indicated on the plans. No
lines smaller than six (6) inches shall be tied to a sewer line or manhole. All tie-ins to existing
manholes shall be cored. The Contractor shall be responsible for maintaining uninterrupted
service of the wastewater during tie-in operations. No connection to existing wastewater
facilities shall be allowed until the proposed sewer line is inspected and approved by AUD’s
Inspector.
14.3.2.4.3 Wastewater Collection Lines
14.3.2.4.3.1 Wastewater Line Bedding:
Bedding requirements shall apply to wastewater lines only. They are considered minimum
bedding requirements and as such, do not relieve the Engineer/Contractor of the responsibility
to provide any additional bedding necessary for proper construction.
Bedding shall be carefully placed along the full width of the trench so that the pipe is true to
line and grade of the pipe barrel. Bell holes shall be provided so as to relieve pipe bells of all
load, but small enough to ensure that support is provided throughout the length of pipe.
Crushed stone embedment material shall conform to ASTM C33, Graduation #57 (GA DOT
STD 800.1). Bedding material shall be placed underneath and be carried up the sides of the
pipe as specified below.
Class B Bedding shall be performed by first undercutting the trench an adequate amount to
provide bedding under the pipe bell. The trench shall then be brought to grade with compacted
crushed stone as specified above for the full width of the trench. The bedding material shall be
placed in the zone four (4) inches below the pipe and the pipe laid to line and grade and
Augusta Utilities Department Standards and Specifications March 2004
Page 27
backfilled with compacted crushed stone placed the full width of the trench up to one-half the
outside diameter of the pipe. Select backfill placed in six (6) inch layers and compacted shall
be the backfill from the springline of pipe to 18 inches above the pipe. A minimum Class B
Bedding shall be used for all plastic pipes.
Class C Bedding shall be performed by first undercutting the trench an adequate amount to
provide bedding under the pipe bell. The trench shall then be brought to grade with compacted
crushed stone as specified above for the full width of the trench. The bedding material shall be
placed in the zone four (4) inches below the pipe and the pipe laid to line and grade and
backfilled with compacted crushed stone placed the full width of the trench up to one-fourth
the outside diameter of the pipe. Select backfill placed in six (6) inch layers and compacted
shall be the backfill from the bedding material to 18 inches above the pipe. A minimum Class
C Bedding shall be used for all ductile iron pipes when required by AUD.
14.3.2.4.3.2 Laying Belled Pipe
Belled pipe shall be laid with the bell end up grade and in general, all pipe laying shall start
and proceed up grade from the point of connection at the sewer line or other starting point.
Pipe shall be laid in a straight line at a uniform grade between manholes.
14.3.2.4.3.3 Transitions
Material for transition (e.g., PVC to DIP) shall be indicated and specified. Where offset of DIP
is required, restrained joint DIP shall be installed.
14.3.2.4.3.4 Backfilling Around Pipe
As soon as the joint material has set, fine earth shall be carefully tamped around each joint, and
around and over the pipe to a depth of at least 2 feet above the top of gravity pipelines.
Selected materials for this purpose shall be Class I or II soils as specified in ASTM D2321.
Reconstruction of any roadway section or right-of-way shall be in accordance with the Georgia
Department of Transportation and Augusta, Georgia Specifications (AUD- Detail 18).
14.3.2.4.3.6 Boring and Jacking
Jacking and boring for water and sewer lines is covered in section 14.2.2.2.4.
14.3.2.4.4 Wastewater Manholes:
14.3.2.4.4.1 General Guidelines
The elevation drop across the manhole inverts shall be 0.1 feet unless otherwise approved by
AUD.
Precast manholes shall conform to the latest edition of ASTM C-478 (five inch wall thickness).
Use six (6) inch wall thickness if manhole exceeds 20 feet in depth. All holes for incoming
and outgoing pipe will, whenever possible, be precast, with pipe tie-in made using PS10
flexible gasket, manufactured by PressSeal Gasket Corporation, or approved equal. In the
event of the necessity of cutting new holes, the holes shall be machined cored neatly and
carefully so as not to damage the structural integrity of the manhole and large enough to allow
the insertion of a flexible rubber boot. Precast holes shall be flexible boot fitted.
Barrel joints shall be tongue and groove with preformed plastic meeting the requirements of
Federal Specifications SS-S-00210, “Sealing Compound, Preformed Plastic Pipe Joints” Type
Augusta Utilities Department Standards and Specifications March 2004
Page 28
I, rope form, also known as “Ram Neck.” Eccentric manholes cones are required. Inverts shall
be constructed of 3,000 psi plant mix. Manhole steps shall be installed in all sections of each
manhole as indicated on the drawings. Frame and covers shall be cast or ductile iron and set in
a bed of mortar on the top of the manhole and completely grouted outside and wiped smooth.
Offsite rings and covers shall be integrated into the cone. Ring and cover shall be USF-668 or
approved equal. Cover shall read “Wastewater.” Watertight manhole covers are to be used
wherever street runoff or high water may flood the manhole tops. Locked manhole covers may
be may be desirable in isolated easement locations or where vandalism may be a problem.
Additional manhole guidelines are as follows:
14.3.2.4.4.1.a Where corrosive conditions due to septicity or other causes is anticipated,
consideration shall be given to providing corrosion protection on the interior of
the manholes.
14.3.2.4.4.1.b The minimum diameter of manholes shall be 48 inches; larger diameters are
required for large diameter sewers. A minimum access diameter of 22- ¼ inches
shall be provided.
14.3.2.4.4.1.f A bench shall be provided on each side of any manhole channel (ref AUD-
Detail 2) when the pipe diameter(s) are less than the manhole diameter. The
bench should be sloped no less than ½ inch per foot (4 percent). No lateral
sewer, service connection, or drop manhole pipe shall discharge onto the surface
of the bench.
14.3.2.4.4.2 Manhole Inverts
Manhole flow channels shall be constructed of concrete, sewer pipe, brick or precast, and shall
be of semicircular section. Each manhole shall be provided with such channels for all
connecting sewers.
The inverts shall conform accurately to the size of the adjoining pipes. Side inverts shall be
curved and main inverts where direction changes shall be laid out in smooth curves of the
longest possible radius which is tangent to the centerlines of adjoining sewers.
14.3.2.4.4.3 Drop Manholes
Drop inlets shall be provided into manholes on wastewaters for incoming lines having inverts
two (2) feet or more above the inverts of the manhole outlet lines. Drop pipe and fittings shall
be encased in masonry integral with the manhole and extending from the manhole base to the
top of the incoming sewer. Diameter of drop manholes shall be four feet at a minimum (AUD-
Detail1).
14.3.2.4.4.1.c Outside drop manholes shall be precast and constructed for incoming lines
having invert 24 inches or more above the invert of the manhole outlet, with
DIP and tie rods per AUD-Detail 1. Shallow manholes shall be precast or Type
B slab top precast and shall be constructed in accordance with ASTM C-478
(latest version).
14.3.2.4.4.1.d Drop manholes should be constructed with an outside drop connection. Inside
drop connection (when necessary) shall be secure to the interior wall of the
manhole and provide access for cleaning. Inside drop connections shall be used
only when approved by the Utilities Department Engineering Division.
Augusta Utilities Department Standards and Specifications March 2004
Page 29
14.3.2.4.4.1.e Due to the unequal earth pressure that may result from the backfilling operation
in the vicinity of the manhole, the entire outside drop connection shall be
encased in gravel.
14.3.2.4.4.4 Setting Manhole Frames and Covers
Manhole frames shall be set with the tops conforming accurately to the grade of the pavement
or finished concentric with the top of the masonry and in a full bed of mortar so that the space
between the top of the manhole masonry and the bottom flange of the frame shall be
completely filled and made watertight. A thick ring of mortar extending to the outer edge of
the masonry shall be placed all around the bottom flange. The mortar shall be smoothly
finished to be flush with the top of the flange and have a slight slope to shed water away from
the frame. Manhole covers shall be left in place in the frames on completion of other work at
the manholes. Offsite manholes shall have rings and covers integrated into the manhole cone,
with watertight fittings.
14.3.2.4.4.5 Setting Precast Manhole Sections
Precast-reinforced concrete manhole sections shall be set so as to be vertical and with sections
and steps in true alignment.
All holes in sections, used for their handling, shall be thoroughly plugged with mortar. The
mortar shall be 1 part cement to 12 parts sand; mixed slightly damp to the touch until it is dense
and an excess of paste appears on the surface; and then finished smooth and flush with
adjoining surfaces. Exterior manhole wraps may be required in corrosive soils.
14.3.2.4.5 Sewer Structures
Appurtenant sewer structures shall be constructed according to one or more of the following
methods:
14.3.2.4.5.1 Masonry
Brick for manholes and other sewer structures shall be laid with shove joints completely filled
with mortar. Horizontal joints shall not exceed 1/2 inch, vertical joints 1/3 inch on their
interior face. In circular structures, all brick shall be laid as header with joints broken between
courses. Interior joints shall be struck or wiped smooth with the face of the wall. The exterior
of wastewater manholes shall be plastered to a thickness of at least 2 inches.
14.3.2.4.5.2 Laying Brick and Concrete Block Work
Only clean brick or block shall be used. The brick or block shall be moistened by suitable
means, as directed, until they are neither so dry as to absorb water from the mortar, nor so wet
as to be slippery when laid.
Each brick or block shall be laid in a full bed and joint of mortar without repairing subsequent
grouting, flushing, or filling, and shall be thoroughly bonded as directed.
14.3.2.4.5.3 Plastering and Curing Brick or Block Masonry
Outside faces of masonry shall be plastered with mortar from 3 inch to 6 inches thick. If
required, the masonry shall be properly moistened prior to application of the mortar. The
plaster shall be carefully spread and troweled so that all cracks are thoroughly worked out.
Augusta Utilities Department Standards and Specifications March 2004
Page 30
After hardening, the plaster shall be carefully checked by being tapped for bond and
soundness. Unbonded or unsound plaster shall be removed and replaced.
Masonry and plaster shall be protected from too rapid drying by the use of burlap kept moist,
or by other approved means, and shall be protected from the weather and frost, all as required.
14.3.3 Construction Guidelines
14.3.3.1 Deviation from Plans
During construction when deviations from approved plans are desired, the AUD’s Inspector
shall be notified. Revised plans shall be submitted to AUD as soon as possible for approval
after coordination with AUD, the Engineer, and the Contractor. Budgetary items shall be
coordinated with AUD prior to beginning revised work. A minor change is one that does not
affect capacities, flows or operation and may be allowed in the field during construction by
AUD’s Inspector. The Inspector shall have authority as to what constitutes a minor or major
change. An approved set of red-line drawings (section 14.1.3.5) clearly showing any changes
shall be submitted to the AUD Inspector at the completion of the work and prior to sign-off of
the final plat, and prior to final payment.
The Contractor/Developer is responsible for verifying the exact location, size and material of
any existing wastewater facility proposed for connection or use by the project. No publicly
owned water or wastewater line shall be uncovered without prior coordination with AUD.
14.3.3.2 Erosion and Sedimentation Act Compliance
All phases of construction shall be completed in accordance with the Erosion and
Sedimentation Act 12-7-1 et seq.
14.3.3.3 Work Conducted in Rights-of-way
All work that occurs in the public rights-of-way shall comply with the Augusta, Georgia
Planning Commission “Development Documents” (latest version) and Public Works
Department’s Right-of-Way Encroachment Guidelines (latest version), and will require an
encroachment permit available from APW. Any field changes that occur in the public rights-
of-way and which are not specifically related to water or sewer items shall be coordinated with
APW. Any work proposed in an Augusta right-of-way shall require a traffic control plan
approved by Augusta Public Works two weeks prior to the beginning of construction.
14.3.3.4 Wastewater Collection System Installation
Authorization must be obtained from AUD to construct, alter or modify a wastewater line.
Construction of sewer infrastructure will be authorized by the Utilities Department upon
approval of submitted plans and notification of AUD at least 48 hours (two working days) prior
to starting construction.
PVC gravity sewer pipe and force main shall be installed in accordance to ASTM D2321, latest
version. Ductile iron gravity sewer pipe and force main shall be installed in accordance with
AWWA C600, latest version.
Loading or unloading and storage of pipe, fittings, valves, etc. shall be done such that to avoid
damage. All pipes shall be carefully examined before it is installed in the trench. Damaged
pipe or pipe which does not meet specification requirements shall be rejected and removed
Augusta Utilities Department Standards and Specifications March 2004
Page 31
from the work site. The interior of all pipe, fittings, valves, etc. shall be kept free of dirt and
foreign matter at all times. All piping shall be placed in a dry trench with a stable bottom. Wet
trench installation shall be allowed only upon written approval of the Utilities Director.
Backfill shall be free of boulders and debris, and shall conform to Georgia Department of
Transportation Specifications. Sharp or rocky material encountered in the base shall be
replaced with proper bedding. Pipe shall be laid on line and grade as designed. Pipe joints,
gravity blocks, service connections, and conflicts shall be left exposed until visually inspected
and approved by the AUD’s Inspector.
All concrete cradles, saddles, or encasements shall be installed as shown on the plans. These
structures shall be constructed in strict accordance to the details shown on the plans. Concrete
shall have a 28 day compressive strength of 3,000 psi when tested in accordance with ASTM
Specification C-39.
All manholes indicated on the plans shall be furnished and installed by the Contractor in strict
accordance with the plans. The invert channels shall be smooth and accurately shaped to the
semicircular bottom conforming to the inside of the adjacent sewer sections as shown on AUD-
Details 1-3). Changes in direction of the sewer and entering branches shall have as long a
radius of the true curvature as the size of the manhole will permit.
The top of manholes shall be topped out with brick as indicated on the AUD- Detail 1. The
number of courses will depend on the required elevation of the top of the manhole. The
maximum number of brick courses allowed shall be three (3).
New sewer lines shall be inspected, with an AUD inspector present, by mandrel-pulling, lamp-
lighting, and air testing main lines and services, and vacuum testing manholes. In the event that
a problem is found, AUD may require use of a camera inspection with an Augusta Utilities
Department Inspector present. The Developer will then provide AUD with a color VHS system
videotape of the inside of every reach of wastewater line installed. The tape shall record
manhole number to manhole number, date of recording, and distance from start of run. The
tape shall include a distance and location description of every service line connection installed.
The manhole numbering system shall be the same as shown on the approved development
plans.
All construction material shall be first quality, not previously used. Repair clamps are not
acceptable. Damaged or faulty pipe and materials must be properly replaced. All gaskets shall
be new. When connecting to existing valves or fittings, gaskets shall be replaced, not reused.
14.3.3.4.1 Laying Sewer Pipe
The pipe shall be laid with bell or groove end upgrade. Pipe shall be tested for soundness,
clear interior and satisfactory joint surfaces before lowering the pipe into the trench. Pipe shall
be laid in straight lines and on uniform grades between points where changes in alignment or
grade are shown. The pipe barrel shall be uniformly bedded. The line and invert grade of each
pipe shall be checked from a top line carried on batter boards not over 25 feet apart or by use
of a laser beam target inserted in each joint. Pipes shall be laid to form a smooth, uniform
invert. A stopper shall be installed in the pipe mouth when pipe laying is not in progress.
Augusta Utilities Department Standards and Specifications March 2004
Page 32
14.3.3.4.2 Bulkheads for Tying-In and New Line Flushing
The contractor shall build a tight bulkhead in the pipeline where new work enters an existing
sewer. The bulkhead shall remain in place until its’ removal is authorized by the Engineer.
All wastewater collection lines, except building connections, shall be flushed with water in
sufficient volume to obtain free flow through each line. All obstructions shall be removed and
all defects corrected. As soon as possible after the pipe and manholes are completed on any
line, the Contractor shall flush out the pipeline using a rubber ball ahead of the water. None of
the flushing water or debris shall be permitted to enter any existing sewer.
14.3.3.4.3 Temporary Plugs
Care shall be taken to prevent earth, water and other materials from entering the pipe, and
when pipe laying operations are suspended, the Contractor shall maintain a suitable stopper in
the end of the pipe and also at openings for manholes at all times when pipe laying is not
actually in progress. Open ends of pipe and branches shall be closed with premolded gasket
joint stoppers which conform with the same requirements as pipe being used. If water is in the
trench when work is resumed, the plug shall not be removed until all danger of water entering
the pipe has passed.
14.3.3.4.5 Force Main Installation
In general, sewer force main must be installed in accordance with the AUD specifications for
water distribution systems. Force mains shall be tested to 200 psi, or 2 times the operating
pressure, whichever is greater.
Polyvinyl chloride (PVC) force main must conform to AWWA C900-L200, latest version.
Ductile iron force main must conform to AWWA C150 & C151, latest version.
High Density Polyethylene (HDPE) must conform to AWWA C906, latest version.
14.3.3.4.6 Removal and Replacement of Existing Pipe and Equipment
Where indicated on the drawings or required to properly place the work under the contract, as
approved by the Engineer, the Contractor shall remove and replace such pipe lines and
equipment in a manner as approved by the Engineer.
14.3.3.5 Inspection Infiltration/Exfiltration Leakage Tests
Upon completion of a section of the sewer, the Contractor shall dewater it and conduct a
satisfactory test to measure infiltration or exfiltration. The testing shall be conducted prior to
any connections to buildings or active sewers. The Contractor shall be responsible for the
satisfactory water-tightness of the entire section of sewer. All pipe joints shall be made
watertight. There shall be no visible leakage at the joints and there shall be no sand, silt, clay,
or soil of any description entering the pipelines at the joints. Leaks in the pipelines which
cause infiltration or exfiltration to exceed limits specified in section 14.3.2.2 shall be repaired
by replacing defective pipe. Grouting and/or caulking to repair pipelines where excessive
infiltration or exfiltration is evident will not be permitted.
Augusta Utilities Department Standards and Specifications March 2004
Page 33
The Contractor shall construct such weirs and bulkheads as may be required, shall furnish all
water, labor, test plugs, power, pumps, meters, and other equipment necessary for the test to be
properly made.
The Contractor shall use a low pressure air test whereby the line is plugged and pressurized to
4 psi, and then held at that pressure for five (5) minutes. The low pressure air test shall be
performed in accordance with the applicable sections of the Uni-Bell UNI-B-6-90, latest
version.
In addition to line testing, manholes shall also be tested using low-pressure vacuum methods
according to Uni-Bell UNI-B-6-90.
14.3.4 Measurement and Payment
• An AUD standard bid schedule and standard payment sheet are available as part of the
standard contract documentation. Please contact AUD for copies of this information.
Augusta Utilities Department Standards and Specifications March 2004
Page 34
14.4 EXCAVATION AND BACKFILLING
14.4.1 Scope
This section covers all excavation, trenching and backfilling for pipelines, complete.
14.4.2 Existing Improvements
The Contractor shall maintain in operating condition and protect from damage all existing
improvements including utilities, roads, streets, sidewalks, drives, power and telephone lines,
gas lines, water lines, sewers, gutters and other drains encountered, and repair to the
satisfaction of the Engineer any aerial, surface or subsurface elements damaged during the
course of the work. Where and if shown on the plans, the locations and existence or
nonexistence of underground utilities are not guaranteed. The Contractor shall contact the
”Call Before You Dig” utilities locate service to determine and/or verify such information prior
to proceeding with the work. The Contractor shall make reasonable and satisfactory provisions
for the maintenance of traffic on streets, drives, walkways and at street crossings and if
necessary to provide temporary walkways and bridges for crossing of the open trench as
directed. Work shall not commence within Augusta, Georgia rights-of-way until a Right-of-
Way Encroachment Permit is obtained from the Public Works Department.
14.4.3 Excavation
All excavation of every description and of whatever substances encountered shall be performed
to the depths indicated on the drawings or as specified herein. Excavation shall be made by the
open cut method except as otherwise specified or shown on the drawings. Excavation methods
shall generally meet or exceed Occupational Safety and Health Administration (OSHA)
construction industry standards.
All excavated materials not required for fill or backfill shall be removed and wasted as
directed. The banks of shallow trenches shall be kept as nearly vertical as practicable and
where required shall be properly sheeted and braced. Except where otherwise indicated, trench
bottoms shall be not less than 12 inches wider nor more than 16 inches wider than the outside
diameter of the pipe to be laid therein, and shall be excavated true to line, so that a clear space
of not less than 6 inches nor more than 8 inches in width is provided on each side of the pipe.
Wastewater pipe shall be bedded per detail AUD-Detail-5.Excavation for structures and other
accessories shall be sufficient to leave at least 12 inches in the clear between their outer
surfaces and the embankment or timber which may be used to hold the bank and protect them.
Where damage is liable to result from withdrawing sheeting, the sheeting will be ordered to be
left in place. Except for sewer pipe bedding or at locations where excavation of rock from the
bottoms of trenches is required, care shall be taken not to excavate below the depths indicated.
Where rock excavation is required, the rock shall be excavated to a maximum overdepth of 4
inches below the normal required trench depth. The overdepth rock excavation and all excess
trench excavation shall be backfilled with loose, moist earth, thoroughly tamped or with
suitable sewer bedding material as appropriate for the type of pipe service. Rock is defined as
materials which are so hard or cemented that the excavation of such material requires
blasting.The excavation and removal of isolated boulders or rock fragments larger than one
cubic yard in volume encountered in materials of common excavation shall be classified as
rock excavation. Whenever wet or otherwise unstable soil that is incapable of properly
supporting the pipe, as determined by the Engineer or indicated on the drawings, is
encountered in the trench bottom, such soil shall be removed to a depth required for the lengths
Augusta Utilities Department Standards and Specifications March 2004
Page 35
designated by the Engineer, and the trench backfilled to trench bottom grade, as herein
specified, with coarse sand, fine gravel, or other suitable material. Backfill with earth under
structures will not be permitted and any unauthorized excess excavation below the levels
indicated for the foundation of such structures shall be filled with sand, gravel, or concrete, as
directed.
For water lines and sewer mains, the bottom of trenches shall be accurately graded to provide
uniform bearing and support for each section of the pipe on undisturbed soil at every point
along its entire length, except for portions of the pipe sections where it is necessary to excavate
for bell holes and for the proper sealing of pipe joints. Bell holes shall be dug after the trench
bottom has been graded. Bell holes shall be excavated only to an extent sufficient to permit
accurate work in the making of the joints and to insure that the pipe, for a maximum of its
length will rest upon the prepared bottom of the trench. Depressions for joints other than
mechanical shall be made in accordance with the recommendations of the joint manufacturers
for the particular joint used.
14.4.3.1 Grading and Stacking
All grading in the vicinity of trench excavation shall be controlled to prevent surface ground
water from flowing into the trenches. Any water accumulated in the trenches shall be removed
by pumping or by other approved methods. During excavation, material suitable for
backfilling shall be stored in an orderly manner a minimum distance of one and one-half times
the depth of the excavation back from the edges of trenches to avoid overloading and prevent
slides or cave-ins. Material unsuitable for backfilling, as determined by the Engineer, shall be
removed from the job site and disposed of by the Contractor in a manner as approved by the
Engineer.
14.4.3.2 Shoring and Sheeting
All shoring, sheeting, and bracing required to perform and protect the excavation and to
safeguard employees and the public shall be performed. The failure of the Engineer to direct
the placing of such protection shall not relieve the Contractor of his responsibility for damage
resulting from its omission.
Whenever sheeting is driven to a depth below the elevation of the top of the pipe, that portion
of the sheeting below the elevation of the top of the pipe shall not be disturbed or removed.
Sheeting left in place shall be cut off not less than 1 foot below finished grade. No sheeting
shall be removed until the excavation is substantially backfilled as hereinafter specified.
14.4.3.3 Water Removal
Where water is encountered, it shall be prevented from accumulating in excavated areas by
pumping, well-pointing and pumping, or by other means approved by the Engineer as to
capacity and effectiveness. Water removed from excavations shall be discharged at points
where it will not cause injury to public or private property, or the work completed or in
progress. All efforts to prevent sedimentation shall be made. Under no circumstances shall
trench bottoms be prepared, pipes laid, or appurtenances installed in water. Water shall not be
allowed to rise in unbackfilled excavations after pipe or structures have been placed.
14.4.3.4 Blasting
Augusta Utilities Department Standards and Specifications March 2004
Page 36
Explosives are to used only within legal limitations. Before explosives are used, all necessary
permits for this work shall be secured and all precautions taken in the blasting operations to
prevent damage to private or public property or to persons. The Contractor shall assume full
liability for any damage that may occur during the use of explosives. No blast shall be set off
within 50 feet of pipe already laid in the trench. Blasting may only be done by an approved, licensed
blaster. The excavation shall proceed in a conventional manner with satisfactory effort made to remove hard
materials before the Engineer makes a determination of need for blasting. Pre-drilling and blasting will be
allowed, if the Contractor can provide evidence for the Engineer's review that boring logs show the material
cannot be excavated otherwise. Evidence will be provided for the Engineer's review and approval before pre-
drilling and blasting is undertaken.
14.4.3.5 Tree Protection
Care shall be exercised to protect the roots of trees to be left standing. Within the branch
spread of the tree, trench shall be opened only when the work can be installed immediately.
Injured roots shall be pruned cleanly and backfill placed as soon as possible.
14.4.4 Backfilling
Trenches and other excavations shall not be backfilled until all required tests are performed
and the work has been approved by the Engineer. The trenches shall be carefully backfilled
with the excavated materials approved for backfilling consisting of earth, loam, sandy clay,
sand, or other approved materials. No material shall be used for backfilling that contains
mulch, other unstable materials, stones, blasted rock, broken concrete or pavement, or other
hard materials having any dimension greater than 4 inches; or large clods of earth, debris,
frozen earth or earth with an exceptionally high void content. Backfilling within Augusta
right-of-way shall conform to Georgia Department of Transportation and Augusta, Georgia
specifications.
For backfill up to a level 2 feet over the top of pressure pipelines and 2 feet above the top of
gravity pipelines, only selected materials shall be used. Select materials shall be finely divided
material free from debris, organic material and stone, and may be suitable job excavated
material or shall be provided by the Contractor from other sources. The backfill shall be
placed in uniform layers not exceeding 6 inches in depth. Each layer shall be moistened and
carefully and uniformly tamped with mechanical tampers or other suitable tools. Each layer
shall be placed and tamped under the pipe haunches with care and thoroughness so as to
eliminate the possibility of voids or lateral displacement.
The remainder of the backfill material shall then be placed and compacted above the level
specified above. In areas not subject to traffic, the backfill shall be placed in 12 inch layers
and each layer moistened and compacted to a density approximating that of the surrounding
earth. Under roadways, driveways, paved areas, parking lots, along roadway shoulders and
other areas subject to traffic, the backfill shall be placed in 6 inch layers and each layer
moistened and compacted to density at least equal to that of the surrounding earth so that
traffic can be resumed immediately after backfilling is completed ( AUD-Detail 18). Any
trenches which are improperly backfilled, or where settlement occurs, shall be reopened to the
depth required for proper compaction, then refilled and compacted with the surface restored to
the required grade compaction. Along all portions of the trenches not located in roadways, the
ground shall be graded to a reasonable uniformity and the mounding over the trenches left in a
neat condition satisfactory to the Engineer.
Augusta Utilities Department Standards and Specifications March 2004
Page 37
Sheeting not specified to be left in place shall be removed as the backfilling progresses.
Sheeting shall be removed in such a manner as to avoid caving of the trench. Voids left by the
removal of sheeting and shoring shall be carefully filled and compacted. Where, in the
opinion of the Engineer, damage is liable to result from withdrawing sheeting, the sheeting will
be ordered to be left in place.
14.4.5 Boring and Jacking
Where required by the drawings, the pipeline will be installed in a steel casing, placed by
boring and jacking. The size and thickness of the casing shall be determined by the design
engineer. Where boring is required under highways, the materials and workmanship will be in
accordance with the standards of the Georgia Department of Transportation or local authority.
Boring and jacking under railroads will be governed by the latest A.R.E.A. standards and those
of the railroad involved. The steel casing shall be in accordance with ASTM A252 to the
thicknesses shown on the drawings. See sections 14.2.2.2.4 and 14.3.2.4.3.6 of these
specifications for boring and jacking requirements.
14.4.6 Pavement Removal and Replacement
Where necessary existing pavements shall be removed and replaced, the applicable
specifications of the Georgia Department of Transportation or local authority shall govern this
work. Joints shall be sawed, unless joints equally uniform in the opinion of the Engineer result
from other means. Refer to Right-of-Way Encroachment Guidelines for pavement removal
and replacement with Augusta right-of-way.
14.4.7 Measurement and Payment
Excavation and backfilling for pipelines and appurtenances, except as hereinafter provided for,
will be considered as incidental to the construction of the various elements of the installation it
is associated with, and no separate payment will be made therefor.
When made at the direction of Engineer, overcut, rock excavation and backfill to compensate
for rock will be made at the unit contract price for rock excavation per cubic yard measured in
place.
When made at the direction of the Engineer, overcut and backfill to compensate for inadequate
foundation will be paid for at the unit contract price for overcut and clean stone bedding, per
ton of stone.
Sheeting ordered to be left in place will be paid for at the unit contract price for sheeting left in
place, per board foot.
Joints in pavements will not be paid for separately. Pavement removal and replacement will be
paid for at the unit contract price therefor, per square yard.
Augusta Utilities Department Standards and Specifications March 2004
Page 38
14.5 REFERENCES
In this reference section, ANSI refers to the American National Standards Institute, 25 West
43rd Street, 4th floor New York, NY 10036. AWWA refers to the American
Water Works Association, 6666 West Quincy Avenue, Denver, Colorado,
80235. APWA refers to the American Public Works Society, 2345 Grand
Boulevard, Suite 500, Kansas City, MO 64108-2641. All standards are listed as the
latest known version. Any future revision to these standards will supercede
the listed standard.
ANSI/AWWA, C104/A21.4-95. 1995. American National Standard for Cement-Mortar Lining
for Ductile-Iron Pipe and Fittings for Water.
ANSI/AWWA, C110/A21.10-98. 1998. American National Standard for Ductile-Iron and
Gray-Iron Fittings, 3 in. through 48 in. (75 mm through 1200 mm), for Water.
ANSI/AWWA, C111/A21.11-00. 2000. American National Standard for Rubber-Gasket Joints
for Ductile-Iron Pressure Pipe and Fittings.
ANSI/AWWA, C115/A21.15-99. 1999. American National Standard for Flanged Ductile-Iron
Pipe With Threaded Flanges.
ANSI/AWWA, C150/A21.50-02. 2002 American National Standard for Thickness
Design of Ductile-Iron Pipe.
ANSI/AWWA, C151/A21.51-02. 2002. American National Standard for Ductile-Iron Pipe,
Centrifugally Cast, for Water.
ANSI/AWWA, C500-02. 2002. Metal-Seated Gate Valves for Water Supply Service.
ANSI/AWWA, C502-94. 1994. Dry-Barrel Fire Hydrants.
ANSI/AWWA, C503-97. 1997. Wet-Barrel Fire Hydrants.
ANSI/AWWA, C504-00. 2000. Rubber-Sealed Butterfly Valves.
ANSI/AWWA, C507-99. 1999. Ball Valves 6 in. through 48 in. (150 mm through 1200 mm).
ANSI/AWWA, C508-01. 2001. Swing-Check Valves for Waterworks Service, 2 in. (50mm)
Through 24 in. (600mm) NPS.
ANSI/AWWA, C509-01. 2001. Resilient-Seated Gate Valves for Water-Supply Service.
ANSI/AWWA, C510-97. 1997. Double Check Valve Backflow-Prevention Assembly.
ANSI/AWWA, C511-97. 1997. Reduced-Pressure Principle Backflow-Prevention Assembly.
ANSI/AWWA, C512-99. 1999. Air Release, Air/Vacuum and Combination Air Valves for
Water Works Service.
Augusta Utilities Department Standards and Specifications March 2004
Page 39
ANSI/AWWA, C550-01. 2001. Protective Epoxy Interior Coating for Valves and Hydrants.
ANSI/AWWA, C600-99. 1999. Installation of Ductile-Iron Water Mains and Their
Appurtenances.
ANSI/AWWA, C605-94. 1994. Underground Installation of Polyvinyl Chloride (PVC)
Pressure Pipe and Fittings for Water.
APWA, 2000. Permanent Buried Line Marking.
http://www.apwa.net/Documents/GovtAffairs/Policies/ROW/permburied.pdf
Department of Community Affairs, Office of Coordinated Planning. 2000. Georgia
State Amendments to the Standard Plumbing Code (2000 edition).
Great Lakes – Upper Mississippi River Board of State and Provincial Public Health and
Environmental Managers. 1997. Recommended Standards for Wastewater
Facilities.
ASTM D2321, 2005. –Standard Practice for Underground Installation of Thermoplastic Pipe
for Sewers and Other gravity-flow Applications
Commission Meeting Agenda
7/18/2006 2:00 PM
Minutes
Department:
Caption:Motion to approve the minutes of the regular meeting of the
Commission held June 29, 2006 and the Special Called
Meeting held July 10, 2006
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
DFCS
Department:
Caption:Motion to approve the recommendation of the Richmond
County Board of Family and Children Services to reappoint
Dr. Thomas C. Gardiner to a four-year team ending June 30,
2010.
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Attorney Position
Department:
Caption:Discuss the utilization of Staff Attorney when the City
Attorney is absent from Commission meetings. (Requested
by Mayor Pro Tem Marion Williams)
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Commission Rules and Procedures
Department:
Caption:Discuss Commission's Rules of Procedures relative to the
Mayor's and Attorney's ruling during the June 29th
Commission meeting. (Requested by Mayor Pro Tem Marion
Williams)
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
ING
Department:
Caption:Update from the Attorney regarding the investgation of the
ING incident. (Requested by Mayor Pro Tem Marion
Williams)
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission
Commission Meeting Agenda
7/18/2006 2:00 PM
Affidavit of Compliance
Department:Clerk of Commission
Caption:Motion to approve authorization for the Mayor to execute
affidavit of compliance with Georgia's Open Meeting Act.
Background:
Analysis:
Financial Impact:
Alternatives:
Recommendation:
Funds are
Available in the
Following
Accounts:
REVIEWED AND APPROVED BY:
Clerk of Commission