HomeMy WebLinkAboutTanglewood & Kingston Subdivision Drainage Improvements
Augusta Richmond GA
DOCUMENT NAME: 10--(\9,1.e. wood T .Ki (lc:f+-on
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FILE NUMBER: ) 9- --; 3, 3
NUMBER OF PAGES: t3
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Augusta-Richmond County, Georgia
CPB# 57-835] -096
CAPITAL PROJECT BUDGET
T AN GLEWOOD & KINGSTON SUBDIVISIONS DRAINAGE IMPROVEMENTS
BE IT ORDAINED by the Commission-Council of Augusta-Richmond County, Georgia that
the following capital project budget is hereby adopted:
Section 1. The project authorized is for the improvement and repair of the storm drainage
systems in the Tanglewood Subdivision area near Tanglewood Drive and Wedgewood Drive and
in the Kingston Subdivision area near Jamaica Drive and Nassau Drive. The preliminary
engineering costs are $31,500 and are to be funded by Special 1% Sales Tax, Phase III as'this
project is on the approved list.
Section 2. The following revenues are anticipated to be available to the Commission-Council to
complete the project:
Special 1 % Sales Tax, Phase III
$31,500
Section 3. The following amount are to be expended for the project:
BY BASIN
Rae's $3 ],500
BY DISTRICT
3rd $31,500
Adopted this ~ay of C)~
Approved:
,1996.
Original - Commission-Council Office
Copy - Finance Department
Copy - Suburban Public Works Department
Copy - Purchasing Department
..
RICHMOND COUNTY PUBLIC WORKS
..1815 Marvin Griffin Road
Augusta. GA 300J6
Millard F. Gooding
Public Works Director
(706) 796-5040
Fax: (706) 796-5045
FROM:
Larry E.'Sconyers
Mayor ~i
/0 '}
Millard F. io(jf!J~/
Public Works Director
APPROVED
JUN 4 1996
(AUGUSTA-RICHMOND COUNTY
COMMISSION)
May 22, 1996
MEMO TO:
RE: AGENDA ITEM
Tanglewood & Kingston Subdivisions Drainage Improvements
Project Number: 57-8351-096
File Reference: 87-056
Attached is a Capital Project Budget and engineering proposal
from W. R. Toole Engineers, Incorporated in the amount of $31,500
for the referenced project. This amount is set aside in Special
One Percent Sales Tax, Phase III for fiscal year 1996.
The existing drainage systems in some areas of both subdivisions
are undersized or deteriorated restricting flow into Rae's Creek.
Therefore, the storm water system does not function properly
causing flooding of residents in these areas.
Approval of the Capital Project Budget and engineering proposal
are recommended.
JFM/lgg
attachments
cc: Michael Greene
Cheryl Nelson
Agenda File
Preconstruct ion File
District: 3rd
Basin: Rae's Creek
Augusta-Richmond County, Georgia
CPB# 57-8351-096
CAPITAL PROJECT BUDGET
T ANGLEWOOD & KINGSTON SUBDIVISIONS DRAINAGE IMPROVEMENTS
SOURCE OF FUNDS
Special 1% Sales Tax, Phase III
57 - 3131-00-0000
CPB
AMOUNT
($31,500)
USE OF FUNDS
Engineering
57 -8351-00-0442
$31,500
W. R. TOOLE ENGINEERS, INC.
P.O. BOX 600 349 GREENE STREET AUGUSTA, GA 30903 (706) 722-4114 FAX (706) 722-6219
May 1, 1996
Richmond County Public Works
1815 Marvin Griffin Road
Augusta, Georgia 30906
ATTEN: Mr. Jack Murphy,
Preconstruction Engineer
SUBJECT: Proposal for Drainage Improvements
Tanglewood Subdivision & Kingston Subdivision
P92-042
Dear Mr. Murphy,
W. R. Toole Engineers has completed a preliminary investigation of the drainage problems in the
TanglewoodDrive and Wedgewood Drive area of the Tanglewood Subdivision and also in the
. Jamaica Drive and Nassau Drive area ofthe Kingston Subdivision. Having met with you at the
respective sites, discussed existing problems with local residents, and completed field
reconnaissance, we are familiar with the area drainage problems and general options that may be
used to address these problems. TOQI~ Engineers appreciates this opportunity to submit a
proposal of our professional services for this work. This proposal includes a description of the
problems recognized, recommended remedial actions, estimated construction costs, a
compensation schedule, and a time frame for completion of work.
CURRENT DRAINAGE CONDITIONS:
Tanglewood:
The drainage basin for this branch ofRaes Creek is approximately 71 acres, a majority of which is
developed as residential property. The basin originates in the vicinity ofWrightsboro Road at
Marks Church Road. The commercial property fronting Wrightsboro Road is highly developed.
The storm water from this area is routed thr~>ugh a 36" CMP to Beaver Drive. At this same
location, a ditch collects storm water from both a 24 II RCP storm drain lateral and from road
surface runoff The ditch flow then enters a 24 II culvert under Beaver Road. At the north side of
. the road, a recessed drop inlet catches road runoff and exits through a 48 II. eMP.. Runoff then
flows open chanl)el to Wedgewood Drive, through a 24"RCP culvert at Wedgewood Drive, and
into an open channel along a property line between Wedgewood Drive and Tanglewood Drive.
The channel flow is then routed back i!lto an 18" RCP which follows the rear property lines. This
18 II RCP continues in a northerly direction behind several residences before releasing back into an
TE Proposal 92-042
Page 2 of6
open channel which leads to a 30" RCP culvert under Tanglewood Drive. From the Tanglewood
_Drive culvert, storm wat~r is routed through a 36" CMP to the outfall ditch that ties to Raes
Creek. (See attached figure.)
_ Visual evidence indicates that Beaver Road; Wedgewood Drive, and Tanglewood Drive have
been overtopped by storm water. However, overbank slopes provide additional channel capacity.
for both flow and storage before reaching elevations near finished floor of adjacent buildings.
According to preliminary hydrologic calculations for the area, the following discharges have been
- approximated for a 25 year storm:
Discharge at Beave~ Road
Discharge at Wedgewood Drive
Discharge at Tanglewood Drive
200 c.fs.
259 c.fs.
276 c.fs.
Kingston:
The drainage basin for this stomi sewer system originates west ofInterstate 520 (Bobby Jones
Expressway). This western portion of the drainage basin totals 40 +/- acres and is-routed via a
42" RCP culvert to the East side oflnterstate 520. On the east side ofInterstate 520 an open
ch~nnel accepts: CD the 42" culvert outflow, <ID runoff generated by Mark's Church Road, and
<IDadditionalrunoff generated by the surrounding 6 ~cres. of residential development The channel
flowjs routed in a south easterly direction to the back of the lotlocated on Nassau Drive
(Address #3637) and into a 42" CMP which traverses this property. The flow is then routed
through one section' of 42" RCP; three sections of 48" RCP, and finally through two more
sections of 48" CMP before entering Raes Creek. (See attached figure.)
. PROBLEM DESCRIPTION:
Tanglewood:
Preliminary calculations indicate Jhe existing culverts are undersized and restrict flow to Raes
Creek. Project challenges include potential springs, an existing aerial crossing of an 8 inch
sanitary sewer line, preservation of existing naturaL features, scour due to steep channel slopes,
possible existing sanitary flow into the storm drainage system (evidenced by odor), difficult
construction techniques due to steep-b~nks-, and minimization of downstream effects.on Raes
Creek.
-
Kingston:
Preliminary calculations indicate the 42" RCP culvert crossing Bobby Jones Expressway is
flowing full during the 25-year design storm. This flow, in addition to stormwater collected in-the
open channel section is routed to a 42" CMP. The flow into this pipe is governed by inlet control.
Therefore, the property located at 3637 Nassau Drive experiences flooding when the headwall is
overtopped. . Three grate t~aps have also been installed by the property owner on line with the 42"
CMP. These traps will not operate properly when the storm system is operating under- full head
TE Proposal 92-042
Page 3 of6
. conditions. Visual evidence is also available to indicate the 42" CMP may not be fully intact. The
_ concrete driveway constructed over the pipe is depressed and cracked.
Tne last two sections of this storm system (approximately 340 feet of48" CMP) have deteriorated
and collapsed as indicated by erosion (sinkholes), and repaired sections of pipe. -
RECOMMENDED REMEDIAL ACTIONS:
Tanglewood:
Based ~pon visual inspection and preliminary calculations, W. R. Toole Engineers, Inc.
fe-commends improving the culverts; as well as improving the channel to meet the capacities
demanded. Utilizing existing topographic information, Toole Engineers will establish the
hydrologic characteristics of the basin and the flow regimes for-the various design storms. The
existing culverts and channel will be evaluated for improvement. The_existing and proposed
conditions will be modeled using the Corps of Engineers HEC-2 Backwater Surface Profile model
to determine the effects ofthejinpfovein-ents,as-well as determine effects of various alternatives.
Options for channel stabilization will also be investigated. Possible use of storm water detention
will also be investigated in order to prevent excess discharge to Raes Creek that may create
. -
adverse conditions downstream.
Kingston:
W.R. Toole Engineers, Inc. recom~ends-removing.all existing sections ofCMP_ sewer and
installing RCP sewer. Toole Engineers will utilize the same analysis techniques mentioned above
to establish the existing drainage basin. The storm sewer system will then be modeled to reflect
_existing and proposed conditions.
SURVEYING SERVICES:
W. R. Toole Engineers will provide field surveying of the project area sufficient to encompass
proposed improvements.
-. Tanglewood: We estimate that a 100 foot wide strip will be required along the existing channel
alignment to provide adequate data for project design. The area designated for the
retention pond will be included within this strip survey.
Kingston: We estimate that a t~o strip maps will be required. The first one will start at the
. 42" outlet headwall crossing-Interstate 520 and end at the single wing trap located
on the corner of the property at #3637 Nassau Drive. The second strip map will
begin at the single wing trap Located on Jamaica Drive and end at the 48" outlet
neadwall at Raes Creek.
TE Proposal 92-042
Page 4 of6
Field survey data will include all surface features, topographical data, and structural facilities.
Local utility companies will be contacted in an effort to secure theidentity,and location of
underground utilities found in the project area. This information will be processed in-house to
prepare base maps for design of proposed drainage improvements.
ENGINEERING SERVICES:
A preliminary design for the proposed improvements will be prepared and submitted to the
Richmond County Public Works Department for review and approval of conceptual plans.
Following approval of preliminary design, Toole Engineers will prepare final construction
documents for bidding. Construction documents include plan-profile of proposed improvements,
culvert details, typical cross sections, and quantity takeoffs based on the Georgia D.O.T. Pay Item
Index. AU information and final construction documents will be reviewed with Mr. Jack Murphy
and Mr. Robert Cleme~ts of the Richmond County Public Works Department for final approval.
Based on recent experience with other County projects, Toole Engineers recommends
consideration of public hearings to .review the project scope and resulting impacts on surrounding
property owners. Two meetings/hea(ings are recommended: the first should involve local utilities
affected by the proposed project therebyallowing necessary utility relocations to be budgeted by
the respective companies for timely completion of the proposed project;' subsequently, a public
hearing should be held upon completion of all design documents and during right-of-way
acquisitiol} procedures. The proposed hearing will help to increase public awareness of project
merits as well as address specific concerns and issues of surrounding property owners.
. CONSTRUCTION COST ESTIMATE:
Toole Engineers recommends the following remedial actions:
Tang/ewood:
Option A -
Removal.and replacement of existing culverts under roads (approximately
200 feet) while creating channel flow from Wedgewood Dr. to
Tanglewood Dr. where existing pipe allows use of existing landscaped area
as part of overall channel improvements (approximately 1800 total feet).
Construction of a detention facility to minimize any adverse downstream
effects on RaesCreek.
Option B -
Kingston:
Option A -
Replacement of all CMP (approximately 530 total feet) with RCP,
reconstruction of two headwalls, reconstruction of concrete drive at #3637
Nassau Drive, and residential property restoration.
.j .
TE Proposal 92-042
Page 5 of6
The opinion of probable construction-cosi per option is as follows:
Tanglewood: Option A .
$ 327,750
Option B
$ 60,000
~ingston:
Option A
$ 60,300
Total
$ 448,050
The estimated construction costs are based on experience with similar projects and conversations
with Richmond County Public Works Department. Actual construction costs and associated
quantities will vary based on final!iesign information.
COMPENSA TION:
Based on the scope. of ,servil:;es outljned herein, Toole Engin~ers proposes the following
compensation schedule:
Surveying
. Tanglewood:
Topographic S.urvey
Location Survey
Compiled Easement Maps
. Kingston:
Topographic Survey.
Location Survey
Compiled Easement Maps
$ 6.650.00
$ 3.000.00
Engineering
.
Tanglewood:
Preliminary Design Plans
Final Design Plans
Public MeetinglPresentation
Preparation Of Construction Documents
Kingston:
Preliminary Design Plans
Final Design Plans
Public MeetingfPresentation
Preparation Of Construction Documents
$ 19.350.00
.
$ 2.500.00
GRAND TOTAL
$ 31.500.00
TE Proposal 92-042
Page 6 of6
Permitting through the Corps ofEngiheers and F.E.M.A. are not anticipated for this project and
have not been included in this proposal. Such permits or special reports to the Corps or F.E.M.A.
should be considered separately based on department requirements.
TIME SCHEDULE:
Toole Engineers will initiate surveying services based on your authorization to proceed. We
anticipate two (3)weeks for completion offield work, followed by three (3) weeks of office time
for data reduction _and computerization.- -Preliminary base maps-for design should be completed
within seven (7) days thereafter. Preliminary design will require approximately four (5) weeks to
complete. Final design plans complete with quantity takeoffs in pay item index form, easement
. . maps, and public hearings will require an additional four (4) weeks.
W.R. Toole Engineers appreciates the opportunity to propose our services to you for this project.
Should you have any questions or require further elaboration concerning the information enclosed
herein, please do not hesitate to contact us.- -
Sincerely,
W. R. TOOLE ENGINEERS, INe.
81)
Erik Hammarlund, E.I.T.
Staff Engineer
attachments
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