Attachment 9. WSB Stormwater Review – May 1, 2017A
WSB
701 Xenia Avenue South I Suite 3001 Minneapolis,MN 554161(763)541-4800
Memorandum
To: Alyson Fauske, PE— City of Chanhassen
From: Joey Abramson, EIT
Jeff Cheng,PE
Cc: Jeff Sandberg, PE
Date: May 1, 2017
Re: Stormwater Management Review for Avienda Development In Chanhassen
WSB Project No. 1694-92
This document summarizes the review of stormwater management and associated
considerations for the Avienda Development project in the City of Chanhassen.The primary
documents reviewed were a 17-page plan set titled"Avienda", dated 4-14-17, and a Draft
Stormwater Narrative dated 4-14-17.
Table 1 summarizes the existing and proposed impervious coverage on the project site from the
information provided in the Draft Stormwater Narrative. The applicant must provide the total
disturbed area of the proposed development.
Table 1 —Existing and Proposed Impervious Coverage
Total Site Increase in
Disturbance[ac]
impervious Area[ac]imperviousness
ac]
Existing Conditions 0.40 0%
Proposed Conditions >100(not provided) 76.69 50%; 76.29
Summary of Stormwater Management Review:
Volume Control—The proposed project does not meet requirements.
Rate Control—The proposed project does not meet requirements.
Water Quality—it cannot be determined if the project will meet the requirements with the
information provided.
Stormwater Requirements
This project includes construction of 76.28 acres of new impervious surface mat will be placed
on what is currently pervious surface. Since this project increases the imperviousness of the
entire project site by more than 50 percent,and proposes a net increase of impervious surface
by more than one acre, permanent stormwater management controls for Volume, Rate, and
Water Quality is required per the Riley Purgatory Bluff Creek Watershed District(RPBCWD)
rules.
Building a legacy—Your legacy.
Equal Opportunity Employer I wsbene.com
Ms.Alyson Fauske, PE
May 1,2017
Page 2
Volume Control
Per RPBCWD,the volume reduction requirement is an event-based abstraction equal to the
instantaneous volume of 1.1-inch depth of runoff(DVR) over the net new impervious surface.
The soils on site are primarily of hydrologic soil group D, based on provided Web Soil Survey
information.A geotechnical report was not Included with the review submittal.The applicant
must provide this information prior to the next review.
To provide volume reduction, the project proposes to incorporate a stormwater reuse irrigation
system. The applicant must provide a figure clearly identifying the areas to be irrigated with
areas quantified,which Is not included in the current plans.
A volume reduction requirement of 0.55-inch may be considered if the site is deemed restricted
by the RPBCWD. Please note that this 0.55-inch consideration requires thorough and extensive
documentation of site restriction, including soil borings and other information as requested. The
RPBCWD rarely grants the restricted site consideration without extensive documentation that
the site has been designed with the minimum impervious surface coverage and that the
irrigation areas and reuse systems have been designed to provide the maximum benefit
possible.
If the 0.55-inch volume reduction is not achievable on site,then it is even less frequent that
RPBCWD grants the"maximum extent practicable"requirement for volume reduction. it is
recommended that the applicant be prepared to demonstrate that alternative layouts have been
considered for reducing impervious and increasing irrigation, in addition to incorporation of
alternate BMPs such as pervious pavers or asphalt.
Calculation of the volume reduction requirement value(VvR) is shown below.
z
VVR = 1.1 in*
1 ft *
76.29 ac*
43,560 f t =
304,626 ft3
12 in 1ac
MIDS provides that a harvest/reuse system earns a volume reduction credit equal to the amount
of water that is irrigated over the course of three days.The proposed reuse system will irrigate
23.27 acres of green space at an application rate of one inch per week.
The calculation of the volume reduction credit(Vrr)earned by this system is shown below.
43,560 ft2 1 in 1 ft 1 week 3
VI,. = 23.27 ac*
1ac * 1week* 12 in* 7 days *
3 days = 36,201ft
The volume reduction provided by the proposed irrigation system will capture the first 0.13-inch
volume reduction depth, DvR)of runoff from the tributary impervious surfaces.
36,201 ft3 1 ac 12 in
Dv' 76.29 ac *43,560 f tz * 1 ft *—_
0.13 in
The proposed reuse system does not provide sufficient volume reduction per RPBCWD rules. It
is recommended that the irrigation system is revised to provide further volume reduction.
Ms.Alyson Fauske, PE
May 1,2017
Page 3
Increasing the irrigation rate to 1.5 inches per week(as approved by RPBCWD)and expanding
the irrigation areas are two ways to increase volume reduction.
The stormwater management for this site does not satisfy the volume reduction requirements.
Rate Control
RPBCWD rules require that peak rates are limited to existing conditions for the 24-hour, 2-, 10-,
and 100-year critical rain events and the 100-year, 10-day snowmelt event at all places where
runoff discharges from the site. The provided stormwater management report demonstrates that
rate control is met for all points discharging from the site,with the exception of the 100-year, 10-
day snowmelt event for Wetland 3. This will need to be revised to be in compliance with
RPBCWD requirements.
The stormwater management for this site does not satisfy rate control requirements.
Water Quality
RPBCWD rules require that at least 60%of total phosphorus and 90% of total suspended solids
are removed from site runoff.
The applicant has submitted a MIDS calculator output containing the proposed treatment train
on site. This treatment train includes two reuse cisterns, one sand filter, and five constructed
Level 3 stormwater ponds. Based on the provided modeling,the stormwater ponds provide the
greatest water quality benefits among the treatment train components.
The applicant must provide documentation that each of these ponds meets the Level 1, 2, and 3
criteria per the Minnesota Stormwater Manual to ensure that they will produce the calculated
water quality benefits.We have not been provided sufficient documentation that water quality
requirements can be met with the current stormwater management plan.
Wetland Discharge Considerations
The project site discharges to three critical wetlands: MnDOT Mitigation Area East(nodes 1R
and 10R, pre-and post-project, respectively, in the submitted HydroCAD model), MnDOT
Mitigation Area South (nodes 5R and 40R),Wetland 3(nodes 6P and 33P), and Wetland 4
nodes 8P and 44P).
The models and stormwater report demonstrate that, except for Wetland 3 indicated above, rate
control requirements are fulfilled and there is not expected to be any detrimental Impacts from
increased rates to these wetlands.
The proposed project will increase annual runoff volumes to each of these wetlands. The
applicant must provide the annual runoff volumes to each wetland for the pre-and post-project
conditions. This information will be used to determine if the increased volume will have
detrimental effects on these wetlands.
The applicant must provide further information on the bounce and inundation periods for each of
the identified critical wetlands.The bounce and inundation changes caused by the project must
Ms.Alyson Fauske, PE
May 1,2017
Page 4
be in compliance with WCA requirements.A separate WCA Review is being conducted and will
be summarized in a separate review memo.
Storm Sewer& Grading Analysis
Please refer to redline comments made to the 4-14-2017 plan set(attached).
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