HomeMy WebLinkAboutAgenda Packets - 1993/04/14 •
SPECIAL COUNCIL WORK SESSION
WEDNESDAY,
APRIL 14, 1993
4115:30 P.M .
CITY HALL
PURPOSE: CONTINUED DISCUSSION
REGARDING SURFACE WATER
• MANAGEMENT PLAN
REQUEST FOR COUNCIL CONSIDERATION Agenda Section:
amps
STAFF REPORT Report Number:
nit
J�
April 14 , 1993 Report Date:
•• AGENDA SESSION DATE
DISPOSITION SPECIAL WORK SES:3ION ON SURFPCT_ WA'''FR MANAC:PMF.NT_.PLANT
Item Description: Discussion Regarding Implementation of the
Surface Water Management Plan
Administrator's Review/Recommendation:
- No comments to supplement this report
- Comments attached.
Explanation/Summary (attach supplement sheets as necessary.)
UMMARY;
Staff is requesting that the City Council give direction regard-
ing the implementation and financing of the Surface Water Manage-
ment Plan. Additional information is being presented by Mark
Lobermeir and Rocky Keehn of Short-Elliott-Hendrickson regarding
the annual costs and impacts on the Storm Water Management Fund
balance.
There are 3 suggested scenarios for the financing and implementa-
tion of the Capital Improvements Program in the Surface Water
• Management Plan. The Capital Improvements Program contains spe-
cific construction projects and miscellaneous costs for plan
amendments, ordinance review and general administrative costs.
The first scenario is to include only non-project costs in each
budget years appropriations and either assess or use other fund-
ing mechanisms to complete the projects. This is the simplest,
but leaves actual project completion at the mercy of funding.
There seems to be an element of risk with assessments in that
courts are questioning the benefit versus cost for assessments.
Other funding sources could be federal or state clean water
grants, private grants, and community development block grants.
These sources traditionally have not funded these types of pro-
jects and the demands on the resources are outstripping the
grants available.
The second scenario is to budget a set amount each year to trans-
fer from the general fund to the Storm Water Management Fund and
then use the balance in the fund to pay for general administra-
tion and construction projects. Partial assessments or grants may
be able to be used to offset some of the annual appropriation.
This would allow leveling out 'of annual costs, but is subject to
general fund problems such as levy limits and competing general
fund obligations.
- over -
•
RECOMMENDATION;
• 7
•
SUMMARY TABLE FOR 4/14/93 MEETING
•
SCENARIO ANNUAL TAX ANNUAL COST ANNUAL AT THE
/HOUSEHOLD* SWM END OF 5
YEAR
BALANCE
2B $27,832 $6.92 $3,000 $100,003
2C $45,929 $11.42 $3,000 $200,000
*9 $114,808 $28.54 $3,000 $100,000
9A $132,905 $33.04 $3,000 $200,002
9B $125,000 $31.25 $156,000
* 2840 HOUSEHOLDS
* 70.6 PERCENT OF ANNUAL TAX COLLECTED FROM
RESIDENTIAL R1 AND R2 (BASED ON 1988 ASSESSMENT
YEAR)
2B - LWMP ANNUAL EXPENSES - FINAL 5 YEAR BALANCE 100,000
. 2B - LWMP ANNUAL EXPENSES - FINAL 5 YEAR BALANCE 200,000
9 - LWMP ANNUAL EXPENSES PLUS ARDAN AVENUE PROJECT
FINAL 5 YEAR BALANCE 100,000
9A - LWMP ANNUAL EXPENSES PLUS ARDAN AVENUE PROJECT
FINAL 5 YEAR BALANCE 200,000
UTILITY R1 AND R2
2B - 3.87/ YEAR FOR 2B (2840 HOUSEHOLDS)
2C - 6.39/YEAR
9 - 15.96/YEAR
9A - 18.48
9B - 17.38
FUND BALANCE - Concensus to plan for a project.
Jerry 100,000 (#9)
Gary 200,000 (#9)
Pat 100,000 (#9)
Diane 100,000 - 200,000 (#9)
• Phyllis ? (#9)
r
•
CITY OF MOUNDS VIEW
LOCAL WATER MANAGEMENT PLAN
FIVE YEAR CAPITAL IMPROVEMENTS PROGRAM
SUB-WATERSHED :0;1:t492mia :04994Wa MIg95.MMi; TOTAL CIP
ARDAN AVENUE $101,000 $101,000 $574,500
GREENFIELD $5,000 $2,000 $7,000 $97,000
35W $0 $5,000
EDGEWOOD $240,000 $5,000 $5,000 $250,1100 $334,000
SPRING CREEK $5,000 $5,000 $10,000 $130,000
OTHER SUB-WATERSHEDS $0 $22,500
MISCELLANEOUS $0 $10,000
SUBTOTAL IM$51:-,0013: M$12;i0OT 41a7.3;000
• MISCELLANEOUS
Plan amendments $3,000 $7,000 $3,000 $3,000 $3,000 $19,000 $3,000 *
City Administration $27,000 $20,000 $20,000 $20,000 $20,000 $107,000 $20,000 *
Semi-annual Inspections $5,000 $5,000 $5,000 $5,000 $5,000 $25,000 $5,000 *
Permitting $8,000 $4,000 $4,000 $4,000 $4,000 $24,000 $4,000 *
Ordinance review $4,500 $4,500 $500 $500 $500 $10,500 $500 *
SUBTOTALmiA4.7i§pq sotY ni:$3250(Y: ffi:43Z500',,
TOTAL COST $388,500 $45,500 $37,500 $37,500 $44500 $553500 avagEMIN
NOTE:TABLE INCLUDES ONLY THOSE DISTRICTS WITH IDENTIFIABLE IMPROVEMENTS. Rev: 3/92
ALL PROJECTS ARE BASED ON TOTAL COST OF THE PROJECT AND DO NOT REFLECT
COST SHARING WITH OTHER AGENCIES.
*ANNUAL COST
•
TABLE 3.3 CAPITAL IMPROVEMENTS PROGRAM
6/91
411
Table 3.5 PROPOSED IMPROVEMENTS
SUBWATERSHED TIME
DESIGNATION PRIORITY CORRECTIVE ACTION TABLE COST *
AA-5 High Long Lake Road storm 1992 96,000
sewer from Ardan
Avenue North to dis-
charge location at
New Highway 10.
*AA-6 Low Feasibility Report 1992 5,000
regarding optimal wet-
land management and
function of the area
located at Ardan Avenue
and New Highway 10. The
report should include a
cost estimate, required
sediment pond size,
outlet structure
modifications, land
acquisition needs,
address method of
• spreading flow uniformly
across wetland and recre-
ational benefits.
AA-1 Future Remove Sediment from (F) 5,000
north wetland located
in Ardan Park.
AA-2 Future Sherwood Road trunk (F) 200,000
storm sewer.
AA-3 Future New outlet pipe from (F) 2, 500
the wetland to a storm
sewer on the west side
of Groveland Park.
AA-4 Future Upon completion of (F) 2,000
the Ardan Avenue trunk
storm sPTer, replace the
existing outlet structure
located north oRed Oak
Court. The n w outlet
should be designed for
minimum maintenance.
AA-5 Future Ardan Avenue trunk (F) 365,000
411 storm sewer.
3.2 - 3
3/92
•
Table 3.5 (Cont. )
SUBWATERSHED TIME
DESIGNATION PRIORITY CORRECTIVE ACTION TABLE COST *
Low Feasibility Report 1994 5,000
regarding optimal wet-
land management and
function of the area
located at Greenfield
Avenue and Hillview Road.
The report should include
a cost estimate, required
sediment pond size,
outlet structure
modifications, land
acquisition needs,
address method of
spreading flow uniformly
across wetland and recre-
ational benefits.
Low Improve outlet under 1996 2,000
Hillview Road to
410 eliminate grouted
rip-rap. Outlet config-
uration should be
identified in Feasibility
Study listed above.
GF-3 Future Outlet modification at (F) 2,000
wetland to reduce flow
to Judicial Ditch #1.
GF-4 Future Construct sediment (F) 68,000
basin and necessary
appurtenances at inlet
pipe from Edgewood
Drive.
GF-5 Future Ditch improvement from (F) 5,000
GF-3 outlet culvert under
New Highway 10 to Judicial
Ditch #1 .
GF-5 Future Replace existing CMP (F) 7, 000
culvert east of Lois
Drive and Knoll Drive
with an RCP. Culvert
conveys Judicial Ditch
410 #1 under Lois Drive.
3.2 - 4
3/92
• Table 3.5 (Cont. )
SUBWATERSHED TIME
DESIGNATION PRIORITY CORRECTIVE ACTION TABLE COST *
GF-6 Future Ditch improvement on (F) 15,000
reach draining into
Judicial Ditch No. 1
between Lois Drive and
Hillview Road.
35W-3 Future Sediment Removal (F) 5,000
* EW-1 High Feasibility study on 1993 5,000
optimal wetland manage-
ment and function of the
wetland located between
Old Highway 10 and Silver
Lake Road north of County
Road I. Cost of con-
struction can be born by
the developer of the site.
EW-7 v""- IIigh New om 1992 1,000
110 wetland to Long Lake
Road storm sewer system.
EW-8 High Construction of a 1992 108,000
water quality improve-
ment wetland at Long Lake
Road and Ridge Lane.
The basin was initially
proposed in SEH report
"Edgewood District
Drainage Plan" ( 1988) .
Feasibility and Construction
Plans and Specifications
under SEH Job #89271 .
173.°146 High Trunk sto-rm 3cwcr from 19.02 23,0$0
Silverview Pond to Long
Lake Road and County
Road H2 (part of Long
Lake Road storm sewer) .
DW 10 °x1415 high Tttlitit---ettirtri sewer frac 1992 10&,400
Long Lake Road and
Ridge Lane to Woodcrest
Drive and Irondale Road
(part of Long Lake Road
411 storm sewer) .
3. 2 - 5
3/92
s
Table 3.5 (Cont. )
SUBWATERSHED TIME
DESIGNATION PRIORITY CORRECTIVE ACTION TABLE COST *
4rEW-6 Low Feasibility study to 1996 5,000
determine type of deten-
tion area and land
acquisition needs.
Detention area is
located between Old
Highway 10 and Bronson
Drive east of Edgewood
Drive. Multi-purpose
detention area proposed
in SEH study "Edgewood
District Drainage Plan"
(1988) .
EW-3 Future 15-inch outlet pipe (F) 2,000
from the wetland to be
built with reconstruction
of County Road H2.
EW-4 Future Feasibility study and (F) 33,000
construction of sedi-
ment pond at west end
of Silverview Pond.
EW-4 Future Sediment removal at (F) 5,000
west leg of Silverview
Pond.
EW-6 Future Construct detention (F) 170,000
pond between Bronson
Drive and Old Highway 10
east of Edgewood Drive.
EW-8 Future Trunk storm sewer from (F) 100,000
EW-6 (Old Highway 10 and
County Road H2) to EW-8
(Long Lake Road and
County Road H2) . (May be
part of County Road H2
storm sewer or as proposed
in 1988 SEH report "Edge-
wood District Drainage
Plan. " )
•
3.2 - 6
3/92
• Table 3.5 (Cont. )
SUBWATERSHED TIME
DESIGNATION PRIORITY CORRECTIVE ACTION TABLE COST *
EW-9 Future Repair, modify, and/ (F) 7,000
or replace wetland
outlet located near
Woodcrest Drive and
Ironwood Road.
EW-10 Future Storm sewer from (F) 17,000
Clearview Avenue and
Edgewood Drive to
Clearview Avenue and
Irondale Road. The storm
sewer is required only if
the County Road H2 storm
sewer is constructed from
Old Highway 10 to Long
Lake Road.
Low Feasibility report 1995 5,000
regarding optimal wet-
110 land management and
function of the area
located east of Woodcrest
Drive and Silver Lake
Road. The report should
include a cost estimate,
required sediment pond
size, outlet structure
modifications, land
acquisition needs,
address method of
spreading flow uniformly
across wetland and recre-
ational benefits.
*SC-4 Low Feasibility report on 1996 5,000
a sediment pond
located south of
Woodlake Drive between
Pleasant View Drive and
Knollwood Road. The
report should include:
a cost estimate, required
sediment pond size,
outlet structure configura-
tion, and land acquisition
411 needs.
3. 2 - 7
2/90
Table 3.5 (Cont. )
SUBWATERSHED TIME
DESIGNATION PRIORITY CORRECTIVE ACTION TABLE COST *
SC-1 Future Outlet from wetland to (F) 1,000
any future Silver Lake
Road storm sewer.
SC-2 Future Construction of a (F) 45,000
sediment pond and
appurtenances north of
Woodcrest Park.
SC-2 Future Storm sewer from (F) 44,000
Woodcrest Drive,
through Woodcrest Park
to the proposed sedi-
ment pond on north
side of park.
SC-3 Future Replace existing 24" (F) 11,000
CMP with twin 36" RCPs
and install a special
111 outlet structure. Outlet
structure is to be
designed to hold back
100-year design storm to
existing rate and pass all
other larger events.
SC-4 Future Construction of a (F) 29,000
sediment pond south
of Woodlake Drive
between Pleasant View
Drive and Knollwood
Road.
NW-1 Future Cost share with the City (F) 22, 500
of Spring Lake Park on a
drainage project for Park
Square located north of
Highway 10 and west of
Pleasant View Drive.
Agreement dated June 29, 1987.
FEM Future Update 1981 Flood ( F) 10,000
411 Update Insurance Study.
3.2 - 8
3/92
•
Table 3.5 (Cont. )
SUBWATERSHED TIME
DESIGNATION PRIORITY CORRECTIVE ACTION TABLE COST *
Plan Detailed review of 1993 4,000
Amendments local plan one year
after approval.
For the plan to be Annual 3,000
useful, it must change
with the changing needs
of the City. Amendments
need not all be made at
once. But desired plan
amendments should be
regularly recorded so
that the appropriate
plan changes can be made
in an efficient manner.
City Prepare handout guide- 1992 1,000
Administration lines for developers
to use to meet the plan
• standards.
Establish storm water 1992 6,000
utility, including
public information
program, administration,
etc.
For overall Annual 20,000
maintenance, street Cost
sweeping, financing.
Semi-Annual Inspections of each Annual 5,000
Inspections City wetland area Cost
twice a year (major
areas after every
rainfall) . Results of
inspections are tabu-
lated and a punch list
for public works is
formulated.
411
3. 2 - 9
3/92
Table 3.5 (Cont. )
SUBWATERSHED TIME
DESIGNATION PRIORITY CORRECTIVE ACTION TABLE COST *
Permitting Develop permitting 1992 4,000
format.
Review plans and Annual 4,000
development against Cost
plan standards.
Working with developers
to meet the goals and
policies of the City.
Fee should be developed
to defray costs.
Ordinances PN E Suggootod Modifiaatione 1992 4,000
Review
Review and modify after 1993 4,000
one year of local plan
approval.
110 Routine review Annual 500
approval.
•
3 .2 - 10
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