CC Staff Report 10-22-2012 le
101 MEMORANDUM
CITY OF TO: Todd Gerhardt, City Manager
CHANHASSEN FROM: Bob Generous, Senior Planner
7700 Market Boulevard DATE: October 22, 2012 0W
PO Box 147
Chanhassen, MN 55317 SUBJ: Final Plat Approval for Lakeside Seventh Addition
Planning Case #12 -11
Administration
Phone: 952.227.1100
Fax: 952.227.1110 PROPOSED MOTION
Building Inspections "The Chanhassen City Council approves the final plat for Lakeside Seventh
Phone: 952.227.1180 Addition subject to the conditions in this staff report."
Fax: 952.2271190
Engineering City Council approval requires a majority vote of City Council present.
Phone: 952.227.1160
Fax: 952.227.1170 PROPOSAL SUMMARY
Finance
Phone: 952.227.1140 The applicant is requesting final plat approval for Lakeside Seventh Addition creating
Fax: 952.227.1110 17 lots and 6 outlots. The proposed subdivision complies with the requirements of
the Lakeside PUD regulations. Staff is recommending approval of the final plat for
Park & Recreation Lakeside Seventh Addition subject to the conditions of the staff report.
Phone: 952.227.1120
Fax: 952.227.1110 BACKGROUND
Recreation Center
2310 Coulter Boulevard On September 24, 2012, the Chanhassen City Council approved the following:
Phone: 952.227.1400
Fax: 952.227.1404 Planned Unit Development — Residential Amendment revising sections b and c
of the zoning standards;
Planning &
Natural Resources
Phone: 952.227.1130 Preliminary Plat creating 17 lots and 7 outlots; and
Fax: 952.227.1110
Site Plan with Setback Variance, approve a 17 -unit townhouse development
Public Works consisting of 10 twinhomes, 1 detached townhouse (Villa) and two three -unit
7901 Park Place townhouses (six units), plans prepared by Pioneer Engineering, dated 08- 03 -12,
Phone: 952.227.1300 with a 1.5 -foot variance to permit the decks to project 8.5 feet into the required
Fax: 952.227.1310 yard along the eastern project boundary (21.5 -foot setback), and a 8.7 -foot
Senior Center variance to permit decks to be set back 21.3 feet from the wetland buffer edge
Phone: 952.227.1125
Fax: 952.227.1110 SUBDIVISION REVIEW
Web Site The applicant is requesting final plat approval for Lakeside Seventh Addition creating
www.ci.chanhassen.mn.us 17 lots and 6 outlots.
Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow
Todd Gerhardt
Lakeside Seventh Addition Final Plat — Planning Case 2012 -11
October 22, 2012
Page 2 of 14
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GRADING, DRAINAGE AND EROSION CONTROL
There are two piles of soil on the site. The western pile is the largest and is approximately 18
feet high. The eastern pile is approximately 6 feet high. The developer has started to remove
this material per the Agreement approved on October 8, 2012.
The developer must work with the City of Eden Prairie to obtain permission to grade and
construct the sidewalk connection to the trail.
A review of the drainage plans indicates that the drainage boundaries remain relatively consistent
with the existing watershed boundaries. A minor exception can be found in the northeast and
northwest corners but is accounted for within the drainage design summary. There are two sub -
drainage boundaries that are not delineated on the drainage plan and should be. These are the
boundaries for rain garden A and rain garden B.
The design provides for an emergency overflow (EOF) from both rain gardens with drainage
being directed west towards the existing wetland. According to the plan there is 1.5 feet of
separation between the EOF and the low floor elevation.
The rain garden design needs to incorporate the changes itemized in the conditions of approval.
The outfall must have energy dissipation and should not be located within the wetland but rather
at the edge of the buffer. It has been the experience of staff that when the underdrain is wrapped
in a fabric sock it is highly susceptible to clogging. The MN Storm Water Manual suggests, and
staff concurs, that the drain tile should be embedded within at least one foot of clear rock
wrapped in a high -flow fabric.
A review of the trail connection seems to indicate that there is a potential for ponding north of
the trail along the eastern property line. Measures should be taken to assure that this does not
occur.
Erosion and Sediment Control
The site will exceed one acre in total disturbance and will require that a National Pollution
Discharge Elimination System (NPDES) permit for Small Site Construction be obtained. This
will require that a Storm Water Pollution Prevention Plan (SWPPP) is developed. The SWPPP
has been submitted to the city.
Todd Gerhardt
Lakeside Seventh Addition Final Plat — Planning Case 2012 -11
October 22, 2012
Page 3 of 14
The erosion control plan must meet the requirements of Sectionl9 -145 of the Chanhassen City
Code. Specific items to be addressed include, but are not limited to, the following:
1. Detail sheet showing appropriate installation of erosion and sediment best management
practices.
2. Blanket should be used between Lot 2 and Lot 3 of Block 1. Sod may be used in lieu of
blanket.
3. The rock construction entrance must meet the minimum city standards.
4. Streets shall be kept free of sediment.
5. Wetland shall be called out with a note that the area is to be protected from all discharges
and impacts.
6. The plan should address how the rain gardens will be protected from additional
compaction and sediment deposition throughout the duration of the construction project.
No wooden posts should be used around these areas.
The city reserves the right to make additional comments as needed. This includes comments on
behalf of the Carver County Soil and Water Conservation District.
Surface Water Management
The site design proposes to send the water to either pond 3P in the southwest corner of the site,
to MnDOT right -of -way and the City of Eden Prairie in the northeast corner of the site, or to one
of two rain gardens which will discharge to the existing wetland in the northwest corner.
The applicant should provide rational method calculations to demonstrate that the existing
conveyance system has adequate capacity to handle the new storm water inputs without
surcharge or erosion issues.
This site shall meet the water quality criteria required under the NPDES permit. This includes
meeting the water quality volume requirements of 0.5 inch off new impervious surface.
The design of the rain gardens should be consistent with the Minnesota Stormwater Manual and
in particular Chapter 12 -6. Some specific comments are as follow:
1. The underdrain should not be wrapped in a sock.
2. The underdrain should be in a minimum of one foot of double- washed rock, 1 inches in
size. This should be wrapped in high - permeativity blanket or a choker course of washed
pea gravel.
3. The timing of construction shall be clearly spelled out on the plans and specification
manual and shall be consistent with the Minnesota Stormwater Manual. This means that
Todd Gerhardt
Lakeside Seventh Addition Final Plat — Planning Case 2012 -11
October 22, 2012
Page 4 of 14
the impervious surfaces shall be constructed and the pervious surfaces covered with
dense vegetation prior to introduction of water to the system.
4. Minimum depth of the prepared soils shall be 30 inches.
5. Provide water quality volume (W calculations. Include new impervious surface
calculations used to calculate W
6. The model should be run with an assumed infiltration rate no higher than 0.2 inches per
hour unless data from an infiltrometer or other suitable field data is provided confirming
the higher infiltration rate.
7. The developer shall enter into a maintenance agreement with the City making the
developer or their proxy responsible for maintenance of the rain garden areas.
8. The outfall for the drain tile shall be pulled back such that it discharges at the edge of the
buffer rather than in the wetland. Energy dissipation shall be provided and shown on the
plan. The profile of the underdrain needs to be shown on the utility plan.
9. Energy dissipation shall be provided at the outfalls into the rain gardens. A forebay is
highly recommended to minimize future maintenance needs.
Surface water management fees will be required as part of this plat. Areas were based upon
numbers provided via email transmission on 10/12/12 with the deduction for rain garden
construction based upon an assumed one -foot storage depth — i.e. 0.029 acre and 0.022 acre.
Surface water management fees have two calculations: water quality and water quantity. Both
are calculated using land area multiplying it by a land use factor and deducting any credits. The
site is 3.542 acres so the fees will be based upon a net buildable area of 2.64 acres.
Given these assumptions, the water quality fees would be calculated as follows:
2.64 acres ($5,030.00 /acre) = $13,287.25
The water quantity fee would be calculated as follows:
2.64 acres ($8,170 /acre) = $21,581.87
The development would receive a credit for the water quality volume in the rain gardens. This is
equal to the area treated by those features multiplied by the water quality rate multiplied by one
half. The credit in this case would be:
1.31 acres ($5,030 /acre) *0.5 = $3,294.65
The estimated surface water management fees due at the time of final plat would be $34,869.12 -
$3,294.65 = $31,574.47
Todd Gerhardt
Lakeside Seventh Addition Final Plat — Planning Case 2012 -11
October 22, 2012
Page 5of14
Wetland Protection
The basin was delineated prior to June of 2006. Site conditions have changed substantially since
this initial delineation. City staff will review the site to determine that this boundary still
accurately reflects the jurisdictional boundary.
To avoid encroachment into the wetland and the wetland buffer, the city requires that wetland
buffer monuments are placed along the wetland buffer. The location of these monuments shall
be shown on a plan. Further, the buffer must have at least 50% native vegetation. The existing
overstory should be adequate but staff will need to verify this to be true.
The wetland and the required buffer shall be placed into a outlot separate from Outlot C. This
outlot shall be dedicated to the city. An escrow will be required to assure that the buffer
monuments have been installed according to plan.
RETAINING WALLS
The proposed retaining walls are as follows:
Location Length Maximum Height
(approximate) (approximate)
South of the storm water basin 100 feet 3.5 feet
North of Driveway A 125 feet 5 feet
West of Lots 4 through 7, Block 4 160 feet 6.6 feet
Building permits are required for all retaining walls four feet tall or higher and must be designed
by a Structural Engineer registered in the State of Minnesota.
UTILITIES
The developer proposes to extend lateral sanitary sewer, watermain and storm sewer within the
development. All utilities within this site shall be privately owned and maintained. The
watermain within Driveway B shall be extended to the north end of the private street and a
hydrant installed at the end.
Each new lot is subject to the sanitary sewer and water hookup charges. A portion of these fees
must be paid in cash with the development contract and the remainder paid with the building
permit at the rate in effect at that time. The amount due with the development contract is
calculated as follows:
Water: 17 units x $1,715 /unit = $29,155.00
Sewer: 17 units x $632 /unit = $10,744.00
The developer will be responsible for extending lateral sewer and water service to the lots;
therefore, the sanitary sewer and water connection charges will be waived.
Todd Gerhardt
Lakeside Seventh Addition Final Plat — Planning Case 2012 -11
October 22, 2012
Page 6of14
All of the utility improvements are required to be constructed in accordance with the City's latest
edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a
development contract with the City and supply the necessary financial security in the form of a
letter of credit or cash escrow to guarantee installation of the improvements and the conditions of
final plat approval. The applicant must be aware that all public utility improvements will require
a preconstruction meeting before building permit issuance. Permits from the appropriate
regulatory agencies will be required, including the MPCA, Department of Health, Carver County
and Watershed District.
STREETS
Access to the site will be from Lake Riley Drive, a 24 -foot wide private street that was
constructed in conjunction with the Lakeside plat. The developer proposes to construct 24 -foot
wide private streets to provide access to the units within Lakeside 7th Addition.
Ingress to Lot 3, Block 3 cannot be achieved using Driveway A since the unit's driveway is
located too close to the intersection.' The development team worked with staff to design 'a private
street system that provides the best sight distances possible. If the unit on Lot 3, Block 3 was
flipped to provide greater separation from the unit's driveway to Driveway A, the building on Lot
3 would be within the sight triangle. Considering the options available, restricting ingress to Lot
3 via Driveway B is the preferred alternative.
This development is adjacent to Lyman Boulevard; therefore, the Collector and Arterial
Roadway Improvement Charge shall be collected with the final plat and is calculated as follows:
1.5 developable acres x $2,400 /acre = $3,600.00
COMPLIANCE TABLE
Depth
Lot Area (sq. ft.) Width (ft.) (ft.) Notes
PUD -R 2,700 NA NA
L1 B1 4,046 42 98 Twin unit
L2 B1 4,046 41 98 Twin Unit
L3 Bl 4,046 41 98 Twin Unit
L4 BI 4,031 41 98 Twin Unit
L1 B2 3,569 43 83 Three Unit
L2 B2 3,154 38 83 Three Unit
L3 B2 3,555 42 83 Three Unit
L1 B3 3,478 41 81 Three Unit
L2 B3 3,154 38 83 Three Unit
L3 B3 3,555 42 83 Three Unit
L 1 B4 4,005 42 97 Twin unit
L2 B4 4,005 41 97 Twin unit
L3 B4 4,005 41 97 Twin unit
L4 B4 4,005 41 97 Twin unit
Todd Gerhardt
Lakeside Seventh Addition Final Plat — Planning Case 2012 -11
October 22, 2012
Page 7 of 14
Lot Area (sq. ft.) Width (ft.) fDepth Notes
L5 B4 4,005 41 97 Twin unit
L6 B4 3,860 40 97 Twin unit
L7 B4 5,074 50 103 Villa Home
Outlot A 139,344 Private street serving entire Lakeside
development (3.1989 acres)
Outlot B 40,182 Open space for 2" d Addition (0.9225 ac.)
Outlot C 35,127 Open space for 7th Addition (0.806 ac.)
Outlot D 14,899 Private street for 7 Addition (0.3421
ac.)
Outlot E 1,665 Open space for 7 Addition (0.0382 ac.)
Outlot F 36,999 Wetland and wetland buffer (0.8494 ac.)
Total 303,844 6.97 ac.
Total Site 124,318 2.854 ac
Area
There are no specified minimum lot frontage or depth requirements, only lot area. Setbacks are
from the perimeter of the development and between buildings, rather than to individual lot lines.
REVIEW CONDITIONS OF APPROVAL
The preliminary plat for Lakeside Seventh Addition creating 17 lots and 7 outlots, plans prepared
by Pioneer Engineering dated 08- 03 -12, was subject to the following conditions:
Engineering Conditions:
1. The developer must provide staff with the estimated amount of material that will be
hauled off of and onto the site, the schedule for the hauling, and the haul route.
*This condition has been met.
2. The grading plan must be revised such that the grades do not exceed 3:1.
*This condition has been met.
3. The grading for the proposed sidewalk connection from Lake Riley Drive to the regional
trail in Eden Prairie must be revised to reduce /eliminate the retaining wall and eliminate
the drainage directed to the side of the unit on Lot 7, Block 4.
*This condition shall be modified as follows: The developer shall work with the
City of Eden Prairie to obtain permission to grade and construct the sidewalk
connection to the trail.
4. The lowest openings for Lots 1 through 3, Block 3 must be a minimum of
18 inches above the emergency overflow.
Todd Gerhardt
Lakeside Seventh Addition Final Plat — Planning Case 2012 -11
October 22, 2012
Page 8of14
*This condition no longer applies.
5. If retaining walls are necessary along the sidewalk, fencing may be required.
*This condition no longer applies.
6. Building permits are required for all retaining walls four feet tall or higher and must be
designed by a Structural Engineer registered in the State of Minnesota.
*This condition still applies.
7. The watermain within Driveway A and Driveway B shall be extended to the north end of
these private streets with hydrants installed at the end.
*This condition shall be modified as follows: The watermain within driveway B
shall be extended to the north end of the private street and a hydrant installed at the
end.
8. Each new lot is subject to the sanitary sewer and water hookup charges in effect at the
time of final plat approval.
This condition shall be modified as follows: Each new lot is subject to the sanitary
sewer and water hookup charges. A portion of these fees must be paid in cash with
the development contract and the remainder paid with the building permit at the
rate in effect at that time. The amount due with the development contract is
calculated as follows:
Water: 17 units x $1,715 /unit = $29,155.00
Sewer: 17 units x $632 /unit = $10,744.00
9. All of the utility improvements are required to be constructed in accordance with the
City's latest edition of Standard Specifications and Detail Plates.
*This condition still applies.
10. The applicant is also required to enter into a development contract with the City and
supply the necessary financial security in the form of a letter of credit or cash escrow to
guarantee installation of the improvements and the conditions of final plat approval.
*This condition still applies.
11. Permits from the appropriate regulatory agencies will be required, including the MPCA,
Dept. of Health, Carver County and Watershed District.
*This condition still applies.
Todd Gerhardt
Lakeside Seventh Addition Final Plat — Planning Case 2012 -11
October 22, 2012
Page 9 of 14
12. The developer must provide an exhibit showing the location of the utilities and the
proposed drainage and utility easements in order to determine if the easements can be
vacated. If there are any conflicts with the small utilities location, the developer will be
responsible for any relocation costs.
*This condition has been met.
13. This development is adjacent to Lyman Boulevard; therefore, the Collector and Arterial
Roadway Improvement Charge shall be collected with the final plat.
*This condition shall be modified as follows: This development is adjacent to
Lyman Boulevard, therefore the Collector and Arterial Roadway Improvement
Charge shall be collected with the final plat and is calculated as follows:
1.5 developable acres x $2,4000 /acre = $3,600.00
Park & Recreation Conditions:
1. The developer shall pay $78,600 in park dedication fees for Lakeside 7 Addition
concurrent with or prior to recording the final plat in lieu of parkland dedication or
donation.
*This condition still applies.
2. The sidewalk south of Lot 7, Block 4 connecting the Lakeside area to the newly - installed
Eden Prairie trail, as depicted in the applicant's plans, shall be installed concurrent with
development of Lot 4 units and a 15 foot -wide public walkway easement centered on the
newly installed sidewalk be dedicated to the city.
*This condition still applies.
Planning Conditions:
1. The developer shall designate Lots and Blocks on the final plat.
*This condition has been met.
Water Resources Specialist Conditions:
1. The developer shall obtain an NPDES Construction Permit.
*This condition still applies.
2. The city shall be provided with a copy of the SWPPP for review and comment.
*This condition has been met.
Todd Gerhardt
Lakeside Seventh Addition Final Plat — Planning Case 2012 -11
October 22, 2012
Page l0 of 14
3. The erosion and sediment control plan shall be amended to be consistent with Chapter 19,
Section 145 and the NPDES Construction Permit including Appendix A and Appendix C.
*This condition still applies.
4. The site shall meet the water quality requirements of the NPDES Construction Permit.
*This condition still applies.
5. The design of the rain gardens should be consistent with the Minnesota Stormwater
Manual and in particular Chapter 12 -6 including;
a. The underdrain should be 8- inches in diameter.
b. The underdrain should not be wrapped in a sock.
c. The underdrain should be in a minimum of one -foot of double washed rock,
1 /2 inches in size. This should be wrapped in high permeativity blanket or a
choker course of washed pea gravel.
d. The timing of construction shall be clearly spelled out on the plans and
specification manual and shall be consistent with the Minnesota Stormwater
Manual. This means that the impervious surfaces shall be constructed and the
pervious surfaces covered with dense vegetation prior to introduction of water to
the system.
e. Minimum depth of the prepared soils shall be 30- inches.
f. Provide water quality volume (W calculations. Include new impervious surface
calculations used to calculate W
*This condition shall be modified as follows:
The design of the rain gardens should be consistent with the Minnesota Stormwater
Manual and in particular Chapter 12 -6 including;
a. The underdrain should not be wrapped in a sock.
b. The underdrain should be in a minimum of one -foot of double washed rock,
1' /Z inches in size. This should be wrapped in high permeativity blanket or a
choker course of washed pea gravel.
c. Minimum depth of the prepared soils shall be 30- inches.
d. Provide water quality volume (W calculations. Include new impervious
surface calculations used to calculate W
6. The model should be run with an assumed infiltration rate no higher than 0.2 inches per
hour unless data from an infiltrometer or other suitable field data is provided confirming
the higher infiltration rate.
*This condition still applies.
7. The drainage map should show drainage areas for both rain garden A and rain garden B.
*This condition still applies.
Todd Gerhardt
Lakeside Seventh Addition Final Plat — Planning Case 2012 -11
October 22, 2012
Page 11 of 14
8. The developer shall enter into a maintenance agreement with the City making the
developer or their proxy responsible for maintenance of the rain garden areas.
*This condition still applies.
9. The outfall for the drain tile shall be pulled back away from the wetland such that it
discharges at the edge of the buffer rather than in the wetland. Energy dissipation shall
be provided and shown on the plan. The profile of the underdrain needs to be shown on
the utility plan.
*This condition still applies.
10. Energy dissipation shall be provided at the outfalls into the rain gardens. A forebay is
highly recommended to minimize future maintenance needs.
*This condition still applies.
11. Surface Water Management fees due at the time of final plat are estimated to be
$33,137.35. The applicant shall provide a breakdown of the necessary areas.
*This condition shall be modified as follows: Surface Water Management fees due
at the time of final plat are estimated to be $31,574.47.
12. The wetland and the required buffer shall be placed into a outlot separate from Outlot C.
This outlot shall be dedicated to the city.
*This condition still applies.
13. Indicate the date of the delineation and the entity responsible for the delineation on the
drawing.
*This condition still applies.
14. City staff must review the site to determine that the delineated wetland boundary still
accurately reflects the jurisdictional boundary.
*This condition has been met.
15. City staff must review the wetland buffer to assure that at least 50% of the remaining
vegetation is native. If not, the applicant must develop a management plan to accomplish
this goal.
*This condition still applies.
16. Wetland buffer monuments are required. The location of these shall be indicated on a
plan sheet and surety funds shall be provided at the time of final plat to ensure that these
monuments are installed.
Todd Gerhardt
Lakeside Seventh Addition Final Plat — Planning Case 2012 -11
October 22, 2012
Page 12 of 14
*This condition still applies.
17. Permits from the appropriate regulatory agencies will be required, including the MPCA,
NPDES, Dept. of Health, Carver County, MnDOT and Watershed District.
*This condition still applies.
RECOMMENDATION
Staff recommends that the City Council approved the final plat for Lakeside Seventh Addition,
creating 17 lots and 6 outlots, subject to the following conditions:
Engineering Conditions:
1. The developer shall work with the City of Eden Prairie to obtain permission to grade and
construct the sidewalk connection to the trail.
2. Building permits are required for all retaining walls four feet tall or higher and must be
designed by a Structural Engineer registered in the State of Minnesota.
3. The watermain within driveway B shall be extended to the north end of the private street
and a hydrant installed at the end.
4. Each new lot is subject to the sanitary sewer and water hookup charges. A portion of
these fees must be paid in cash with the development contract and the remainder paid
with the building permit at the rate in effect at that time. The amount due with the
development contract is calculated as follows:
Water: 17 units x $1,715 /unit = $29,155.00
Sewer: 17 units x $632 /unit = $10,744.00
5. All of the utility improvements are required to be constructed in accordance with the
City's latest edition of Standard Specifications and Detail Plates.
6. The applicant is also required to enter into a development contract with the City and
supply the necessary financial security in the form of a letter of credit or cash escrow to
guarantee installation of the improvements and the conditions of final plat approval.
7. Permits from the appropriate regulatory agencies will be required, including the MPCA,
Dept. of Health, Carver County and Watershed District.
8. This development is adjacent to Lyman Boulevard, therefore the Collector and Arterial
Roadway Improvement Charge shall be collected with the final plat and is calculated as
follows:
Todd Gerhardt
Lakeside Seventh Addition Final Plat — Planning Case 2012 -11
October 22, 2012
Page 13 of 14
1.5 developable acres x $2,4000 /acre = $3,600.00
Park & Recreation Conditions:
1. The developer shall pay $78,600 in park dedication fees for Lakeside 7 Addition
concurrent with or prior to recording the final plat in lieu of parkland dedication or
donation.
2. The sidewalk south of Lot 7, Block 4 connecting the Lakeside area to the newly - installed
Eden Prairie trail, as depicted in the applicant's plans, shall be installed concurrent with
development of Lot 4 units and a 15 foot -wide public walkway easement centered on the
newly installed sidewalk be dedicated to the city.
Water Resources Specialist Conditions:
•
1. The developer shall obtain an NPDES Construction Permit.
2. The erosion and sediment control plan shall be amended to be consistent with Chapter 19,
Section 145 and the NPDES Construction Permit including Appendix A and Appendix C.
3. The site shall meet the water quality requirements of the NPDES Construction Permit.
4. The design of the rain gardens should be consistent with the Minnesota Stormwater
Manual and in particular Chapter 12 -6 including;
a. The underdrain should not be wrapped in a sock.
b. The underdrain should be in a minimum of one -foot of double washed rock,
1' /2 inches in size. This should be wrapped in high permeativity blanket or a
choker course of washed pea gravel.
c. Minimum depth of the prepared soils shall be 30- inches.
d. Provide water quality volume (W calculations. Include new impervious surface
calculations used to calculate W
5. The model should be run with an assumed infiltration rate no higher than 0.2 inches per
hour unless data from an infiltrometer or other suitable field data is provided confirming
the higher infiltration rate.
6. The drainage map should show drainage areas for both rain garden A and rain garden B.
7. The developer shall enter into a maintenance agreement with the City making the
developer or their proxy responsible for maintenance of the rain garden areas.
8. The outfall for the drain tile shall be pulled back away from the wetland such that it
discharges at the edge of the buffer rather than in the wetland. Energy dissipation shall
be provided and shown on the plan. The profile of the underdrain needs to be shown on
Todd Gerhardt
Lakeside Seventh Addition Final Plat — Planning Case 2012 -11
October 22, 2012
Page 14 of 14
the utility plan.
9. Energy dissipation shall be provided at the outfalls into the rain gardens. A forebay is
highly recommended to minimize future maintenance needs.
10. Surface Water Management fees due at the time of final plat are estimated to be
$31,574.47.
11. The wetland and the required buffer shall be placed into a outlot separate from Outlot C.
This outlot shall be dedicated to the city.
12. Indicate the date of the delineation and the entity responsible for the delineation on the
drawing.
13. City staff must review the wetland buffer to assure that at least 50% of the remaining
vegetation is native. If not, the applicant must develop a management plan to accomplish
this goal.
14. Wetland buffer monuments are required. 'The location of these shall be indicated on a
plan sheet and surety funds shall be provided at the time of final plat to ensure that these
monuments are installed.
15. Permits from the appropriate regulatory agencies will be required, including the MPCA,
NPDES, Dept. of Health, Carver County, MnDOT and Watershed District.
ATTACHMENTS
1. Reduced Copy Final Plat.
2. Reduced Copy Lakeside 7 Addition Grading, Utility & Street Construction Plan Cover
Sheet.
3. Reduced Copy Lakeside 7 Addition Sanitary Sewer and Watermain.
4. Reduced Copy Lakeside 7 Addition Storm Sewer.
5. Reduced Copy Lakeside 7 Addition Street Construction.
6. Reduced Copy Lakeside 7 Addition Site Plan.
7. Reduced Copy Lakeside 7 Addition Removal Plan.
8. Reduced Copy Lakeside 7 Addition Grading & Erosion Control.
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