HomeMy WebLinkAboutMCWD MINNEHAH�4 CREEIC ' ' WATERSHED DISTRICT
QUALITY OF WATER QUALITY OF LIFE
Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information
contained in the permit application, correspondence, plans, maps, and all other supporting data
submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY
GRANTED to the applicant named below for use and development of land in the Minnehaha
Creek Watershed District. ZOI�Q - �0 �1.- ��iV� ��
201t0 - O�tp3�-�G�
Issued to: Chris Loveless Permit No: 16-191
Location: 3960 Bavside Rd, Orono
Purpose: Erosion Control and Wetland Protection
Date of Issuance: 5/24/2016 Date of Ex iration: 5/24/2017
By Order of the Board of Managers
f
�`� /��
Heidi Quinn
Permitting Technician
This permit is not transferable without District approval, and is valid to the date of expiration. No
activity is authorized beyond the expiration date. If the permittee requires more time to complete
the project, an application for renewal of the permit must be received by the District at least 30
days before expiration.
The appiicant is responsible for compliance with all District Rules and for the action of their
representatives, contractors, and employees.
Conditions: Project to be completed as described in plans submitted to the
MCWD office on May 24t", 2016 according to the provisions of this permit.
� Properly install and maintain all required erosion control measures until the
disturbed areas are re-stabilized
• Notify MCWD in writing upon completing installation of perimeter and
sedimentation controls
• When the site is re-stabilized and the MCWD staff has performed a final
inspection, all perimeter control must be removed
(Statement concerning fees for inspections, violations, etc... on following���'v��
�v�
MAY � 5 �'�1'�
CIT�(Q.f ORQNO
We collaborate with public and private partners to protect and improve land and water for current and future generations
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15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org
Minnesota Wetland Conservation Act
Notice of Decision
Local Government Unit(LGU) Address
Minnehaha Creek Watershed District 15320 Minnetonka Blvd
Minnetonka, MN 55345
1. PROJECT INFORMATION
Applicant Name Project Name Date of Application
Modern Construction of 3960 Bayside Road Application Number
Minnesota,Inc. 4/18/16 W16-17
� Attach site locator map
T e of Decision:
� Wetland Boundary or Type ❑No-Loss ❑ Exemption ❑ Sequencing
❑ Replacement Plan ❑ Banking Plan
Technical Evaluation Panel Findin s and Recommendation(if any :
❑ Approve ❑ Approve with conditions ❑ Deny
Summary(or attach):
2. LOCAL GOVERNMENT UNIT DECISION
Date of Decision: 5/12/2016
� Approved ❑ Approved with conditions (include below) ❑ Denied
LGU Findings and Conclusions(attach additional sheets as necessary):
Modern Construction of Minnesota has applied for a wetland boundary&type confirmation
for the wetlands located at 3960 Bayside Road in the City of Orono, Hennepin County,
Minnesota. Legal description: Section 5, Township 117N, Range 23W. The boundary&type
approval was requested April 18th, 2016.
A wetland delineation was conducted by Anderson Engineering of Minnesota, LLC on April
13�', 2016. A complete delineation report and WCA application were submitted to MCWD on
April 18�', 2016. A portion of one Type 2/3 fresh (wet) meadow/shallow marsh wetland was
identified and delineated within two different sections of the project area.
MCWD reviewed the boundaries in the field on April 26�', 2016. MCWD was in agreement
with the wetland boundaries and types identified on site.
MCWD approves the wetland boundaries and types as delineated in the field and documented
in the delineation report. This decision is valid for five years. A future project located on this
property may require a permit from the MCWD.
BWSR Forms 7-1-10 Page 1
of 3
For Re lacement Plans usin credits from the State Wetland Bank:
Bank Account# Bank Service Area County Credits Approved for
Withdrawal(sq. ft. or nearest
.O1 acre)
Replacement Plan Approval Conditions. In addition to any conditions specified by the LGU, the
approval of a Wetland Replacement Plan is conditional upon the following:
❑Financial Assurance: For project-specific replacement that is not in-advance, a financial assurance
specified by the LGU must be submitted to the LGU in accordance with MN Rule 8420.0522, Subp. 9
(List amount and type in LGU Findings).
❑ Deed Recording: For project-specific replacement, evidence must be provided to the LGU that the
BWSR "Declaration of Restrictions and Covenants" and "Consent to Replacement Wetland" forms
have been filed with the county recorder's office in which the replacement wetland is located.
❑ Credit Withdrawal: For replacement consisting of wetland bank credits, confirmation that BWSR
has withdrawn the credits from the state wetland bank as specified in the approved replacement plan.
Wetlands may not be impacted until all applicable conditions have been met!
LGU Authorized Signature:
Signing and mailing of this completed form to the appropriate recipients in accordance with 8420.0255,
Subp. 5 provides notice that a decision was made by the LGU under the Wetland Conservation Act as
specified above. If additional details on the decision exist, they have been provided to the landowner
and are available from the LGU u on re uest.
Name Title
Rachel Workin Permitting Technician
Signature � � � i , Date Phone Number and E-mail
; � ; � � 5/12/2016 (952) 641-4518
t , � �: ���, " i , c _� ;
` � � � � rworkin@minnehahacreek.org
_
THIS DECISION ONLY APPLIES TO THE MINNESOTA WETLAND CONSERVATION ACT
Additional approvals or permits from local, state, and federal agencies may be required. Check with all
appropriate authorities before commencing work in or near wetlands.
Applicants proceed at their own risk if work authorized by this decision is started before the time period
for appeal (30 days) has expired. If this decision is reversed or revised under appeal, the applicant may be
responsible for restoring or replacing all wetland impacts.
This decision is valid for three years from the date of decision unless a longer period is advised by the TEP
and specified in this notice of decision.
3. APPEAL OF THIS DECISION
Pursuant to MN Rule 8420.0905, any appeal of this decision can only be commenced by mailing a petition
for appeal,including applicable fee,within thirty(30)calendar days of the date of the mailing of this Notice
to the following as indicated:
Check one:
� Appeal of an LGU staff decision. Send ❑ Appeal of LGU governing body decision.
petition and $0 fee(if applicable)to: Send petition and$500 filing fee to:
Minnehaha Creek Watershed District Executive Director
15320 Minnetonka Blvd Minnesota Board of Water and Soil Resources
Minnetonka,MN 55345 520 Lafayette Road North
St. Paul, MN 55155
BWSR Forms 7-1-10 Page 2
of 3
4. LIST OF ADDRESSEES
� SWCD TEP member: Stacey Lijewski—stacey.lijewski@hennepin.us
� BWSR TEP member: Ben Meyer—ben.meyer@state.mn.us
❑ LGU TEP member(if different than LGU Contact):
� DNR TEP Becky Horton- becky.horton@state.mn.us
� DNR Regional Office(if different than DNR TEP member): Leslie Parris -
leslie.parris@state.mn.us
❑ WD or WMO (if applicable):
� Applicant(notice only) and Landowner(if different): Modern Construction of Minnesota,Inc.
(Jesse Hartung)-jesse@modernconstructiomm�.com
� Members of the public who requested notice(notice only): Anderson Engineering of Minnesota
LLC (Ben Hodapp)- bhodapp@ae-mn.com; Christine Mattson- cmattson@ci.orono.mn.us
� Corps of Engineers Project Manager(notice only): Melissa Jenny—
melissa.m.jenny@usace.army.mil
❑ BWSR Wetland Bank Coordinatar(wetland bank plan applications only)
5. MAILING INFORMATION
➢For a list of BWSR TEP representatives: ��������.b���sr.state.mn.usiaboutbwsr/workareas/WCA areas.ndf
➢For a list of DNR TEP representatives: www.b��sr.state.mn.us/wetlands/wca/DNIZ TEP contacts.pdf
➢Department ofNatural Resources Re ional Offices:
NW Re ion: NE Reeion: Central ReQion: Southern Reeion:
Reg. Env.Assess.Ecol. Reg. Env. Assess. Ecol. Reg.Env.Assess. Reg. Env. Assess. Ecol.
Div. Ecol.Resources Div. Ecol. Resources Ecol. Div.Ecol. Resources
2115 Birchmont Beach Rd. 1201 E.Hwy. 2 Div.Ecol.Resources 261 Hwy. 15 South
NE Grand Rapids,MN 1200 Warner Road New Ulm,MN 56073
Bemidji,MN 56601 55744 St.Paul,MN 55106
For a map of DNR Administrative Regions, see: http://files.dnr.state.mn.us/aboutdnr/dnr regions.pdf
➢For a list of Corps of Project Managers: www.mvp.usace.annv.mil/re�ulatorv/default.asp?pa�eid=687
or send to:
US Army Corps of Engineers
St. Paul District, ATTN: OP-R
180 Fifth St. East, Suite 700
St. Paul, MN 55101-1678
➢For Wetland Bank Plan applications, also send a copy of the application to:
Minnesota Board of Water and Soil Resources
Wetland Bank Coordinator
520 Lafayette Road North
St.Paul, MN 55155
6. ATTACHMENTS
In addition to the site locator map, list any other attachments:
� Approved wetland boundaries
❑
❑
BWSR Forms 7-1-10 Page 3
of 3
Joint Application Form for Activities Affecting Water Resources
in Minnesota
This joint application form is the accepted means for initiating review of proposals that may affect a water resource(wetland,
tributary, lake,etc.) in the State of Minnesota under state and federal regulatory programs. Applicants for Minnesota Department
of Natural Resources(DNR) Public Waters permits MUST use the MPARS online permitting system for submitting applications to
the DNR. Applicants can use the information entered into MPARS to substitute for completing parts of this joint application form
(see the paragraph on MPARS at the end of the joint application form instructions for additional information).This form is only
applicable to the water resource aspects of proposed projects under state and federal regulatory programs;other local
applications and approvals may be required. Depending on the nature of the project and the location and type of water resources
impacted, multiple authorizations may be required as different regulatory programs have different types of jurisdiction over
different types of resources.
Regulatory Review Structure
Federal
The St. Paul District of the U.S.Army Corps of Engineers(Corps) is the federal agency that regulates discharges of dredged or fill
material into waters of the United States(wetlands,tributaries, lakes,etc.) under Section 404 of the Clean Water Act(CWA)and
regulates work in navigable waters under Section 10 of the Rivers and Harbors Act. Applications are assigned to Corps project
managers who are responsible for implementing the Corps regulatory program within a particular geographic area.
State
There are three state regulatory programs that regulate activities affecting water resources. The Wetland Conservation Act
(WCA) regulates most activities affecting wetlands. It is administered by local government units(LGUs)which can be counties,
townships,cities,watershed districts,watershed management organizations or state agencies(on state-owned land).The
Minnesota DNR Division of Ecological and Water Resources issues permits for work in specially-designated public waters via the
Public Waters Work Permit Program (DNR Public Waters Permits). The Minnesota Pollution Control Agency(MPCA) under Section
401 of the Clean Water Act certifies that discharges of dredged or fill material authorized by a federal permit or license comply
with state water quality standards. One or more of these regulatory programs may be applicable to any one project.
Required Information
Prior to submitting an application, applicants are stronslv encouraRed to seek input from the Corps Project Manager and LGU staff
to identify regulatory issues and required application materials for their proposed project. Project proponents can request a pre-
application consultation with the Corps and LGU to discuss their proposed project by providing the information required in
Sections 1 through 5 of this joint application form to facilitate a meaningful discussion about their project. Many LGUs provide a
venue(such as regularly scheduled technical evaluation panel meetings)for potential applicants to discuss their projects with
multiple agencies prior to submitting an application. Contact information is provided below.
The following bullets outline the information generally required for several common types of determinations/authorizations.
• For delineation approvals and/or jurisdictional determinations,submit Parts 1, 2 and 5,and Attachment A.
• For activities involving CWA/WCA exemptions,WCA no-loss determinations, and activities not requiring mitigation,
submit Parts 1 through 5,and Attachment B.
• For activities requiring compensatory mitigation/replacement plan,submit Parts 1 thru 5,and Attachments C and D.
• For local road authority activities that qualify for the state's local road wetland replacement program,submit Parts 1
through 5, and Attachments C, D(if applicable), and E to both the Corps and the LGU.
Minnesota Interagency Water Resource Application Form February 2014 Page 1 of 5
Submission Instructions
Send the completed joint application form and all required attachments to:
U.S Army Corps of Engineers.Applications may be sent directly to the appropriate Corps Office. For a current listing of areas of
responsibilities and contact information,visit the St. Paul District's website at:
http://www.mvp.usace.army.mil/Missions/Re�ulatory.aspx and seleCt"Minnesota"from the contact Information box.
Alternatively,applications may be sent directly to the St. Paul District Headquarters and the Corps will forward them to the
appropriate field office.
Section 401 Water Quality Certification:Applicants do not need to submit the joint application form to the MPCA unless
specifically requested. The MPCA will request a copy of the completed joint application form directly from an applicant when they
determine an individual 401 water quality certification is required for a proposed project.
Wetland Conservation Act Local Government Unit: Send to the appropriate Local Government Unit. If necessary, contact your
county Soil and Water Conservation District(SWCD)office or visit the Board of Water and Soil Resources(BWSR)web site
(www.bwsr.state.mn.us)to determine the appropriate LGU.
DNR Public Waters Permitting: In 2014 the DNR will begin using the Minnesota DNR Permitting and Reporting System (MPARS)for
submission of Public Waters permit applications(https://webappsll.dnr.state.mn.us/mpars/public/authentication/lo�in).
Applicants for Public Waters permits MUST use the MPARS online permitting system for submitting applications to the DNR. To
avoid duplication and to streamline the application process among the various resource agencies,applicants can use the
information entered into MPARS to substitute for completing parts of this joint application form. The MPARS print/save function
will provide the applicant with a copy of the Public Waters permit application which,at a minimum,will satisfy Parts one and two
of this joint application. For certain types of activities,the MPARS application may also provide all of the necessary information
required under Parts three and four of the joint application. However, it is the responsibility of the Applicant to make sure that
the joint application contains all of the required information, including identification of all aquatic resources impacted by the
project(see Part four of the joint application). After confirming that the MPARS application contains all of the required
information in Parts one and two the Applicant may attach a copy to the joint application and fill in any missing information in the
remainder of the joint application.
Minnesota Interagency Water Resource Application Form February 2014 Page 2 of 5
Project Name and/or Number: Modern Construction of Minnesota, Inc.—AE 14280
PART ONE: Applicant Information
If applicant is an entity(company,government entity, partnership, etc.), an authorized contact person must be identified. If the
applicant is using an agent(consultant, lawyer, or other third party)and has authorized them to act on their behalf,the agent's
contact information must also be provided.
Applicant/Landowner Name: Modern Construction of Minnesota, Inc.
Mailing Address: 621 Main Street NW
Phone: 952-217-1627
E-mail Address: jesse@modernconstructiomm�.com
Authorized Contact(do not complete if same as above): lesse Hartung
Mailing Address: Same as above
Phone: Same as above
E-mail Address: Same as above
Agent Name: Ben Hodapp,Anderson Engineering of MN, LLC
Mailing Address: 13605 15t Avenue North
Phone: 763-412-4000
E-mail Address: bhodapp@ae-mn.com
PART TWO: Site Location Information
County: Hennepin City/Township: Orono
Parcel ID and/or Address: 3960 Bayside Road
Legal Description(Sedion,Township,Range): 55,T117N,R23W
Lat/Long(decimal degrees): 44.974478/-93.624797
Attach a map showing the location of the site in relation to local streets,roads,highways.
Approximate size of site�acres)or if a linear project,length(feet): 8.4 acres
If you know that your proposal will require an individual Permit from the U.S.Army Corps of Engineers,you must provide the
names and addresses of all property owners adjacent to the project site. This information may be provided by attaching a list to
your application or by using block 25 of the Application for Department of the Army permit which can be obtained at:
http://www.mvp.usace.army.mil/Portals/57/docs/re�ulatory/Re�ulatoryDocs/en�form 4345 2012oct.pdf
PART THREE: General Project/Site Information
If this application is related to a delineation approval,exemption determination,jurisdictional determination, or other
correspondence submitted prior to this application then describe that here and provide the Corps of Engineers project number.
Describe the project that is being proposed,the project purpose and need, and schedule for implementation and completion.The
project description must fully describe the nature and scope of the proposed activity including a description of all project elements
that effect aquatic resources(wetland, lake,tributary,etc.)and must also include plans and cross section or profile drawings
showing the location, character, and dimensions of all proposed activities and aquatic resource impacts.
See wetland delineation report
Minnesota Interagency Water Resource Application Form February 2014 Page 3 of 5
Project Name and/ot Number: Modern Construction of Minnesota, Inc. -AE 14280
PaRT FOUR: Aquatic Resource impact15ummary
If your p�oposed project involves a direct or indirect impact to an aquatic resource (wetland, lake, tributary, etc.) identify each
impact in the table below. Include ail anticipated impacts, including those expected to be temporary. Attach an overhead view
map, aerial photo, and/or drawing showing all of the aquatic resources in the project area and the location(s) of the proposed
impacts.label each aquatic resource on the map with a reference number or letter and identify the impacts in the following table.
Type of Impad Duration of County,Major
Aquatic Existing Plant
Aquatic Resource (fill,excavate, Impact Overall Size of Watershed#,
Resource Type Communl
ID(as noted on drain,or Permanent(P) Size of impact� Aquatic � and Bank
(wetland,lake,
overhead view) remove or Temporary Rewurce 3 Type(s)in �ryjce A�ea#
tributary etc.) Im act Area"
vegetation) (T)' p of Impact Areas
11#impacts are temporary;enter the duration of the impacts in days next to the"T". For example,a project with a temporary access fill that
would be removed after 220 days would be entered"T(220)".
=Impacts less than 0.01 acre should be reported in square feet. Impacts 0.01 acre or greater should be reported as acres and rounded to the
nearest 0.01 acre. Tributary impacts must be reported in linear feet of impact and an area of impact by indicating first the linear feet of impact
along the flowline of the stream followed by the area impact in parentheses). For example,a project that impacts SO feet of a stream that is 6
feet wide would be reported as 50 ft(300 square feet).
3This is generally only appticable if you are applying for a de minimis exemption under MN Rules 8420.0420 Subp.8,otherwise enter"N/A".
j 'Use Wetland Planfs and Plant Community Types of Minnesoia and Wisconsin 3rd Ed.as modified in MN Rutes 8420.0405 Subp.2.
I SRefer to Major Watershed and 6ank Service Area maps in MN Ruies 8420.0522 Subp.7.
�
' If any of the above idenfified impacts have already occurred,identify which impacts they are and the circumstances associated
with each:
PART FtVE: Applicant Signature
❑ Check here if you are requesting a pre-aaplication consultation with the Corps and LGU based on the information you have
provided. Regulatory entities will not initiate a formai application review if this box is checked.
By signature below,1 attest that the information in this application is complete and accurate. I further attest that I possess the
authority to und ake the work described herein.
Signature: Date: y'"� �� ��'
I hereby horize Anderson Engineering of MN,LLC to act on my behalf as my agent in the processing of this application and to
furnish, upon request,supplemental information in support of this application.
1 The term"impact"as used in this joint application form is a generic term used for disclosure purposes to identify
adivities that may require approvai from one or more regulatory agencies. Fo�purposes of this form it is not mea�t to
indicate whether or not those activities may require mitigation/replacement.
Minnesota Interagency Water Resource Application Fo�m February 2014 Page 4 of 5
Project Name and/or Number: Modern Construction of Minnesota, Inc.—AE 14280
Attachment A
Request for Delineation Review, Wetland Type Determination, or
Jurisdictional Determination
By submission of the enclosed wetland delineation report, I am requesting that the U.S.Army Corps of Engineers,St. Paul District
(Corps)and/or the Wetland Conservation Act Local Government Unit(LGU) provide me with the following(check all that apply):
�Wetland Type Confirmation
� Delineation Concurrence. Concurrence with a delineation is a written notification from the Corps and a decision from the LGU
concurring, not concurring, or commenting on the boundaries of the aquatic resources delineated on the property. Delineation
concurrences are generally valid for five years unless site conditions change. Under this request alone,the Corps will not address
the jurisdictional status of the aquatic resources on the property,only the boundaries of the resources within the review area
(including wetlands,tributaries, lakes,etc.).
� Preliminarylurisdictional Determination.A preliminaryjurisdictional determination (PJD)is a non-binding written indication
from the Corps that waters, including wetlands, identified on a parcel may be waters of the United States. For purposes of
computation of impacts and compensatory mitigation requirements,a permit decision made on the basis of a PJD will treat all
waters and wetlands in the review area as if they are jurisdictional waters of the U.S. PJDs are advisory in nature and may not be
appealed.
�Approved Jurisdictional Determination.An approved jurisdictional determination (AJD) is an official Corps determination that
jurisdictional waters of the United States are either present or absent on the property. AJDs can generally be relied upon by the
affected party for five years.An AJD may be appealed through the Corps administrative appeal process.
In order for the Corps and LGU to process your request,the wetland delineation must be prepared in accordance with the 1987
Corps of Engineers Wetland Delineation Manual,any approved Regional Supplements to the 1987 Manual,and the Guidelines for
Submitting Wetland Delineations in Minnesota(2013).
http://www.mvp.usace.army.mil/Missions/Re�ulatorv/DelineationJDGuidance.aspx
Minnesota Interagency Water Resource Application Form February 2014 Page 5 of 5
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MODERN CONSTRUCTION OF MINNESOTA, INC. TABLE OF CONTENTS
Table of Contents
ContactInformation .......................................................................................................2
ExecutiveSummary .......................................................................................................3
Background.....................................................................................................................4
Methodology ...................................................................................................................4
ResourceReview............................................................................................................5
FieldReview....................................................................................................................5
Conclusion......................................................................................................................6
List of Appendices
Appendix A Figures
Appendix B Routine On-site Determination Method Datasheets
Appendix C Site Photographs
Appendix D Precipitation Record
Appendix E Credentials
WETLAND ASSESSMENT
3960 BAYSIDE ROAD
ORONo, MN
APRIL 2016
MODERN CONSTRUCTION OF MINNESOTA, INC. CONTACT INFORMATION
Contact Information
Prepared For:
Client:
Modern Construction of Minnesota, Inc.
Jesse Hartung
621 Main Street NW
Elk River, MN 55330
Phone: (952) 217-1627
Email: Jesse@ModernConstructionMN.com
Prepared By:
Ben Hodapp
Environmental Services Manager
Tina Justen
Environmental Associate
Lucy Kozub
Environmental Associate
Anderson Engineering of Minnesota, LLC
13605 1st Avenue North
Suite 100
Plymouth, MN 55441
Phone: (763) 412-4000
Fax: (763) 412-4090
Website: www.ae-mn.com
WETLAND ASSESSMENT
3960 BAYSIDE ROAD
ORONo, MN
APRIL 2016
MODERN CONSTRUCTION OF MINNESOTA, INC. EXECUTIVE SUMMARY
Executive Summarv
Anderson Engineering of Minnesota, LLC was retained to provide professional wetland services to identify
those areas meeting wetland criteria utilizing the 1987 United States Army Corps of Engineers (USACE)
Wetland Delineation Manual (Technical Report Y-87-1; January 1987) and all supplemental guidance
documents within the residential property at 3960 Bayside Road, Orono, Minnesota. Geographically, the
area is located in Section 5, Township 117 North, Range 23 West.
A portion of one Type 2/3, PEMB/Cd,fresh wet meadow/shallow marsh was identified and delineated within
the project area.
WETLAND ASSESSMENT
3960 BAYSIDE ROAD
ORONo,MN
APRIL 2016
MODERN CONSTRUCTION OF MINNESOTA, INC. BACKGROUND 8� METHODOLOGY
Backqround
As requested by Modern Construction of Minnesota, Inc., Anderson Engineering of MN, LLC completed a
wetland investigation at the specified project area located at 3960 Bayside Road, Orono, Minnesota.
Geographically, the site is located in Section 5, Township 117 North, Range 23 West.
The wetland delineation was completed in accordance with the 1987 United States Army Corps of Engineers
Wetland Delineation Manual and the published regional supplement to the Army Corps Wetland Delineation
Manual, Midwest Region.
The purpose of this study was to investigate the project area, identify areas meeting the technical criteria for
wetlands, delineate the jurisdictional extent of the wetland basins, and classify the wetland habitat.
Fieldwork for this site investigation was completed by Environmental Associates Tina Justen and Lucy Kozub
on April 13, 2016. The weather was sunny with a temperature of 65 degrees Fahrenheit.
Methodoloqv
United States Geologic Service 7.5"Topographic Quadrangle maps, United States Fish and Wildlife Service
National Wetland Inventory maps, United States Department of Agriculture Natural Resources Conservation
Service Soil Survey and available aerial photographs were consulted to initially locate potential wetland
habitats.
Routine On-site Determination Method was used during this investigation. In this method, the following
procedures were used:
1) The vegetative community was sampled in all present strata to determine whether it met hydrophytic
vegetation criteria based on the indicators identified in the Midwest Regional Supplement.
2) Soil pits were dug using a Dutch auger to depths of 24"-30." Soil profile was noted, in addition to
any hydric soil characteristics.
3) Signs of wetland hydrology were noted and compared to field criteria such as depth to shallow water
table and depth of soil saturation found in the soil pits.
Data from sample points were recorded on Army Corps of Engineers Midwest Region Wetland Determination
Data Forms (Appendix 8). The sample point transect crosses the delineated wetland edge. This transect
consist of an upland sample point and a wetland sample point. Other sample points may be located in areas
which have one or more of the wetland vegetation, soils, or hydrologic characteristics present; where
questionable conditions exist; or to verify the absence of wetland criteria. Photographs are also taken at
each sample point, and of the wetland and upland buffer(Appendix C).
Sample points were marked in the field with orange flags. The identified wetland boundary was marked with
sequentially numbered pink flags. All sample points and the delineated wetland boundary were located
utilizing a Trimble Geo XH sub-meter GPS unit.
WETLAND ASSESSMENT
3960 BAYSIDE ROAD
ORONo,MN
APRIL ZO16
MODERN CONSTRUCTION OF MINNESOTA, �NC. RESOURCE S� FIELD REVIEWS
Resource Review
The following resources were reviewed to supplement the wetland field delineation:
National Wetlands Inventory:
The National Wetlands Inventory (AppendixA. Figure 2) identifies a PSS1/EM1Cd/ABG wetland complex
within the project area.
USDA - Natural Resources Conservation Service Soil Survey:
The Soil Survey of Hennepin County, MN (Appendix A. Figure 3) identifies Muskego hydric soil within the
project area.
Minnesota Department of Natural Resources Public Water Inventory:
The MN DNR PWI for Hennepin County, MN (Appendix A. Figure 4) does not identify any public waters
within the project area. Lake Minnetonka - Stubbs Bay is located southeast of the project area.
Antecedent Precipitation Data:
An analysis of the University of Minnesota Climatology Working Group's 30 day rolling total precipitation
data for the previous three months (Appendix D) indicates that precipitation totals for previous weeks were
below average, but trending towards the normal monthly range for this project area (precipitation data was
not available for April 1 through April 13). Hydrologic conditions were suitable for completing an accurate
wetland determination and boundary delineation.
Field Review
Wetland 1: Wetland 1 is a Type 2/3, PEMB/Cd, fresh wet meadow/shallow marsh wetland. The wetland
vegetation is dominated by reed canary grass (Phalaris arundinacea). The underlying soils are mapped as
Hamel loam, on the edge of Muskego muck. The investigated soil profile meets the depleted below dark
surface (A11) hydric soil indicator. Hydrology indicators observed include saturation at 10 inches (A3),
geomorphic position (D2), and the FAC-Neutral Test. The wetland is part of a large complex that extends
offsite and appears to drain into Stubbs Bay(Lake Minnetonka).
The upland buffer surrounding the wetland is primarily vegetated with buckthorn(Rhamnus cathartica). Soils
are dark to light brown with redox concentrations starting at 11 inches; no hydric soil indicators were met.
Slight slopes form the transition into the wetland.
WETLAND ASSESSMENT
3960 BAYSIDE ROAD
ORONo, MN
APRIL 2016
MODERN CONSTRUCTION OF MINNESOTA, INC. CONCLUSION
Conclusion
A portion of one wetland was identified and delineated in accordance with the 1987 United States Army
Corps of Engineers Wetland Delineation Manual within the project area located at 3960 Bayside Road,
Orono, Minnesota.
The wetland in the project area may be regulated by several agencies at the local, State, and/or federal
level. Activities which may potentially impact those wetlands identified within this report should be discussed
in advance with the appropriate regulating agency in regards to potential permit requirements. The Local
Government Unit (LGU) responsible for implementing the Minnesota Wetland Conservation Act at this
project location is the Minnehaha Creek Watershed District(MCWD).
The MCWD requires vegetated buffers around all wetland areas. Wetland buffers must meet the standards
specified by the Watershed District and/or the City for any project that is regulated under the WCA. Please
coordinate directly with MCWD regarding the buffer requirements for this specific wetland. The MCWD has
an existing inventory that classifies this wetland as"Manage 1."
This wetland investigation meets the standards and criteria described in the 1987 United States Army Corps
of Engineers Wetland Delineation Manual all applicable subsequent guidance for an on-site determination
and the results reflect the conditions present at the time of the delineation.
1 cerfify that 1 performed the �eld analysis and wrote the report for this wetland determination.
�juT�'� � /�t,�� 04-15-2016
�
Tina Justen Date
Environmental Associate
Anderson Engineering of Minnesota,LLC
i ;.
�� �j � 04-15-2016
,�=,�, � I�1u�
�
Lucy Kazub Date
Environm@ntal Associate
Anderson Engineering of Minnesota,LLC
I certify that 1 performed the field analysis and/or reviewed work completed by above staff.
'�/" � ����� 04-15-2016 ��,a ,,�,A
Benjamin J Hodapp, PWS Date
Environmental Services Manager
MN Certified Wetland Delineator#1016 �NJAM�N�'Mpp�pP�'�
oo,a�a
Anderson Engineering of Minnesota,LLC k,.� c,��
�'�1t rrenP*'�
WETLAND ASSESSMENT
3960 BAYSIDE ROAD
ORONo,MN
APRIL 2016
APPENDIX A -
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PROJECT LOCATION SOURCE: MN DNR,USDA,ESRI,TIGER,Hennepin Co.,Anderson Engineering
1 in = 0.25 miles e
0 0.125 0.25 0.5
9 'j
fl Miles
3960 Bayside Road
Orono, Hennepin County, MN
Hennepin County City of Orono PID: 053-0511723220007
State of Minnesota Henne in Count MN
�,� A N D E RS O N Anderson Engineering of Minnesota,LLC LO CATI O N - F I G U RE 1
136051stAvenueNorth MODERN CONSTRUCTION OF
� ENGINEERING Suite100
� Plymouth,MN 55441 M I N N E S OTA
ENGINEERING • ARCHITECTURE • LAND SURVEYING 763-412-4000(o) 763-412-4090(f)
ENVIRONMENTALSERV�CES � LANDSCAPEARCHITECTURE www.ae-mn.com AEComm.#14280 Date:3/25/2015 By:JLA
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PROJECT LOCATION souRCE: MN �NR, USDA,ESRI,TIGER,Hennepin Co.,Anderson Engineering
1 in = 300 feet e
0 150 300 600
9
� Feet
3960 Bayside Road
Orono, Hennepin County, MN
Hennepin County City of Orono PID: 053-0511723220007
State of Minnesota Henne in Count MN
, .� A N D E R S O N '�derson Engineering of Minnesota,LLC N W� — F I G U R E 2
136051stAvenueNorth MODERN CONSTRUCTION OF
t� ENGINEERING s��ce,00
� Plymouth,MN 55441 M I N N E S OTA
ENGINEERING • ARCHfTECTURE • LAND SURVEYING 763-412-4000(o) 763-412-4090(�
ENVIRONMENTALSERVICES • LANDSCAPEARCHRECTURE www.ae-mn.com AE Comm.# 14280 Date:3/25/2015 By:JLA
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�_. _ 4/13/2016 � ��«�� . _ ��, � �}"��t�s��
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PROJECT LOCATION sout�cE: nnN �NR, USDA,ESRI,TIGER,Hennepin Co.,Anderson Engineering
1 in = 300 feet e
s
0 150 300 600
,
� '} Feet
3960 Bayside Road
Orono, Hennepin County, MN
Hennepin County Ciry of Orono PID: 053-0511723220007
State of Minnesofa Henne in Coun MN
� .� ANDERSON �dersonEngineeringofMinnesota,LLC DELINEATION - FIGURE 5
136051stAvenueNorth MODERN CONSTRUCTION OF
� ENGINEERING s��ce,00
� Plymouth,MN 55441 MI N N ESOTA
ENGINEERING • ARCHITECTURE • LAND SURVEYING 763-412-4000(o) 763-412-4090(�
ENVIRONMENTALSERVICES • IANDSCAPEARCHITECTURE www.ae-mn.com AE Comm,#14280 Date:3/25/2015 By:JLA
APPENDIX B
Routine On-site Determination Method Datasheets
WETLAND DETERMINATION DATA FORM - Midwest Region
ProjecUSite 3960 Bayside Rd City/County: Orono/Hennepin Sampling Date: 4/13/2016
ApplicanUOwner: Modern Construction of MN, Inc. State: MN Sampling Point: A
Investigator(s): Tina Justen&Lucy Kozub Section,Township, Range: S5, T117N, R23W
Landform(hillslope,terrace,etc.): Depression Local relief(concave,convex, none): Concave
Slope(%): 0-2 Lat: 44.974478 Long: 93.624797 Datum:
Soil Map Unit Name Hamel(L36A) NWI Classification: None
Are climaticJhydrologic conditions of the site typical for this time of the year? Y (If no,explain in remarks)
Are vegetation , soil , or hydrology significantly disturbed? Are"normal circumstances"
Are vegetation ,soil , or hydrology natura►ly problematic? present? Yes
SUMMARY OF FINDINGS (If needed,explain any answers in remarks.)
Hydrophytic vegetation present? Y
Hydric soil present? Y Is the sampled area within a wetland? Y
Indicators of wetland hydrology present? Y If yes,optional wetland site ID:
Remarks: (Explain alternative procedures here or in a separate report.)
All wetland criteria were met; area is a wetland.
VEGETATION -- Use scientific names of plants.
Absolute Dominant Indicator pominance Test Worksheet
Tree Stratum (Plot size: ) %Cover Species Staus Number of Dominant Species
� that are OBL,FACW,or FAC: 1 (A)
2 Total Number of Dominant
3 Species Across all Strata: 1 (B)
4 Percent of Dominant Species
5 that are OBL,FACW,or FAC: 100.00% (A/B)
0 =Total Cover
Saplin4/Shrub straturr (Plot size: ) Prevalence Index Worksheet
1 Total%Cover of:
2 OBL species 0 x 1 = 0
3 FACW species 100 x 2= 200
4 FAC species 0 x 3= 0
5 FACU species 0 x 4= 0
0 =Total Cover UPL species 0 x 5= 0
Herb stratum (Plot size: ) Column totals 100 (A) 200 (B)
1 Phalaris arundinacea 100 Y FACW Prevalence Index=B/A= 2.00
2
3 Hydrophytic Vegetation Indicators:
4 Rapid test for hydrophytic vegetation
5 X Dominance test is>50%
6 X Prevalence index is<_3.0'
� Morphogical adaptations*(provide
$ supporting data in Remarks or on a
g separate sheet)
10 Problematic hydrophytic vegetation'
100 =Total Cover (explain)
WOOdY vine Stratum (Plot SIZe: ) •Indicators of hydric soil and wetland hydrology must be
� present,unless disturbed or problematic
2 Hydrophytic
0 =Total Cover vegetation
present? Y
Remarks: (Include photo numbers here or on a separate sheet)
US Amy Corps of Engineers Midwest Region
SOIL Sampling Point: A
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(Inches) Color(moist) % Color(moist) % Type' Loc** Texture Remarks
0-11 10YR 2/2 100 SiCL
11-18 10YR 3/1 95 10YR 3/6 5 C M SiCL
18-24 10YR 4/2 90 10YR 4/6 10 C M SiCL
24-30 10YR 5/2 90 10YR 4/6 10 C M SiC
'Type: C=Concentration, D= Depletion, RM=Reduced Matrix, MS= Masked Sand Grains. *'Location: PL= Pore Lining, M=Matrix
Hydric Soil Indicators: Indicators for Problematic Hydric Soils:
Histisol (A1) Sandy Gleyed Matrix(S4) Coast Prairie Redox(A16)(LRR K, L,R)
Histic Epipedon (A2) Sandy Redox(S5) Dark Surface(S7)(LRR K, L)
Black Histic(A3) Stripped Matrix(S6) Iron-Manganese Masses(F12)(LRR K, L, R)
Hydrogen Sulfide(A4) Loamy Mucky Mineral(F1) Very Shallow Dark Surface(TF12)
Stratified Layers(A5) Loamy Gleyed Matrix(F2) Other(explain in remarks)
2 cm Muck(A10) Depleted Matrix(F3)
X Depleted Below Dark Surface(A11) Redox Dark Surface(F6)
Thick Dark Surface (Al2) Depleted Dark Surface(F7) �Indicators of hydrophytic vegetation and weltand
Sandy Mucky Mineral(S1) Redox Depressions(F8) hydrology must be present, unless disturbed or
5 cm Mucky Peat or Peat(S3) problematic
Restrictive Layer(if observed):
Type: Hydric soil present? Y
Depth (inches):
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primarv Indicators(minimum of one is reauired; check all that applv) Secondarv Indicators(minimum of two reauired)
Surface Water(A1) Aquatic Fauna(B13) Surtace Soil Cracks(B6)
High Water Table(A2) True Aquatic Plants(B14) Drainage Patterns(B10)
X Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2)
Water Marks(B1) Oxidized Rhizospheres on Living Roots Crayfish Burrows(C8)
Sediment Deposits(B2) (C3) Saturation Visible on Aerial Imagery(C9)
Drift Deposits(63) Presence of Reduced Iron(C4) Stunted or Stressed Plants(D1)
Algal Mat or Crust(64) Recent Iron Reduction in Tilled Soils X Geomorphic Position(D2)
Iron Deposits(B5) (C6) X FAC-Neutral Test(D5)
Inundation Visible on Aerial Imagery(67) Thin Muck Surtace(C7)
Sparsely Vegetated Concave Surface(B8) Gauge or Well Data(D9)
Water-Stained Leaves(69) Other(Explain in Remarks)
Field Observations:
Surface water present? Yes No X Depth(inches):
Water table present? Yes X No Depth(inches): 20 Indicators of wetland
Saturatio�present? Yes X No Depth(inches): 10 hydrology present? Y
(includes capillary fringe)
Describe recorded data(stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Midwest Region
WETLAND DETERMINATION DATA FORM - Midwest Region
ProjecUSite 3960 Bayside Rd City/County: Orono/Hennepin Sampling Date: 4/13/2016
ApplicanUOwner: Modern Construction of MN, Inc. State: MN Sampling Point: B
Investigator(s): Tina Justen&Lucy Kozub Section,Township, Range: S5,T117N, R23W
Landform(hillslope,terrace,etc.): Toe of Slope Local relief(concave,convex, none): None
Slope(%): 0-2 Lat: 44.974478 Long: 93.624797 Datum:
Soil Map Unit Name Hamel(L36A) NWI Classification: None
Are climatic/hydrologic conditions of the site typical for this time of the year? Y (If no,explain in remarks)
Are vegetation , soil , or hydrology significantly disturbed? Are"normal circumstances"
Are vegetation , soil , or hydrology naturally problematic? present? Yes
SUMMARY OF FINDINGS (If needed,explain any answers in remarks.)
Hydrophytic vegetation present? Y
Hydric soil present? N Is the sampled area within a wetland? N
Indicators of wetland hydrology present? N If yes, optional wetland site ID:
Remarks: (Explain alternative procedures here or in a separate report.)
Hydric soil and hydrology criteria not met; area is not a wetland.
VEGETATION -- Use scientific names of plants.
Absolute Dominant Indicator pominance Test Worksheet
Tree Stratum (Plot size: ) °/o Cover Species Staus Number of Dominant Species
1 Ulmus americana 20 Y FACW that are OBL,FACW,or FAC: 2 (A)
2 Total Number of Dominant
3 Species Across all Strata: 2 (g)
4 Percent of Dominant Species
5 that are OBL,FACW,or FAC: 100.00% (A/B)
20 =Total Cover
Saalinq/Shrub straturr (Plot size: ) Prevalence Index Worksheet
1 Total%Cover of:
2 OBL species 0 x 1 = 0
3 FACW species 20 x 2= 40
4 FAC species 50 x 3= 150
5 FACU species 2 x 4= 8
0 =Total Cover UPL species 0 x 5= 0
Herb stratum (Plot size: ) Column totals 72 (A) 198 (B)
1 Rhamnus cathartica 50 Y FAC Prevalence Index=B/A= 2.75
2 Taraxacum officinale 2 N FACU
3 Hydrophytic Vegetation indicators:
4 Rapid test for hydrophytic vegetation
5 X Dominance test is>50%
6 X Prevalence index is<_3.0`
7
Morphogical adaptations'(provide
$ supporting data in Remarks or on a
9 separate sheet)
10 Problematic hydrophytic vegetation*
52 =Total Cover (explain)
WoodV vine StrBtum (Plot SiZe: ) 'Indicators of hydric soil and wetland hydrology must be
1 present,unless disturbed or problematic
2 Hydrophytic
0 =Total Cover vegetation
present? Y
Remarks (Include photo numbers here or on a separate sheet)
US Amy Corps of Engineers Midwest Region
SOIL Sampling Point: B
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(Inches) Color(moist) % Color(moist) % Type' Loc** Texture Remarks
0-6 10YR 3/3 100 L
6-12 10YR 2/2 95 CL
12-16 10YR 3/2 50 10YR 4/6 2 C M CL
10YR 5/3 48
16-24 10YR 5/3 90 10YR 5/8 10 C M CL
'Type: C=Concentration, D= Depletion, RM= Reduced Matrix, MS=Masked Sand Grains. **Location: PL= Pore Lining, M=Matrix
Hydric Soil Indicators: Indicators for Problematic Hydric Soils:
Histisol(A1) Sandy Gleyed Matrix(S4) Coast Prairie Redox(A16)(LRR K, L,R)
Histic Epipedon(A2) Sandy Redox(S5) Dark Surface(S7)(LRR K, L)
Black Histic(A3) Stripped Matrix(S6) Iron-Manganese Masses(F12)(LRR K,L,R)
Hydrogen Sulfide(A4) Loamy Mucky Mineral(F1) Very Shallow Dark Surface(TF12)
Stratified Layers(A5) Loamy Gleyed Matrix(F2) Other(explain in remarks)
2 cm Muck(A10) Depleted Matrix(F3)
Depleted Below Dark Surface(A11) Redox Dark Surface(F6)
Thick Dark Surface(Al2) Depleted Dark Surface(F7) �Indicators of hydrophytic vegetation and weltand
Sandy Mucky Mineral(S1) Redox Depressions(F8) hydrology must be present, unless disturbed or
5 cm Mucky Peat or Peat(S3) problematic
Restrictive Layer(if observed):
Type: Hydric soil present? N
Depth(inches):
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primarv Indicators(minimum of one is required: check all that apply,� Secondarv Indicators(minimum of two reauired)
Surface Water(A1) Aquatic Fauna(613) Surtace Soil Cracks(B6)
High Water Table(A2) True Aquatic Plants(B14) Drainage Patterns(610)
Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2)
Water Marks (B1) Oxidized Rhizospheres on Living Roots Cra�sh Burrows(C8)
Sediment Deposits(B2) (C3) Saturation Visible on Aerial Imagery(C9)
Drift Deposits(63) Presence of Reduced Iron(C4) Stunted or Stressed Plants(D1)
Algal Mat or Crust(B4) Recent Iron Reduction in Tilled Soils Geomorphic Position(D2)
Iron Deposits(B5) (C6) X FAC-Neutral Test(D5)
Inundation Visible on Aerial Imagery(B7) Thin Muck Surtace(C7)
Sparsely Vegetated Concave Surface(68) Gauge or Well Data(D9)
Water-Stained Leaves(B9) Other(Explain in Remarks)
Field Observations:
Surface water present? Yes No X Depth(inches):
Water table present? Yes No X Depth(inches): Indicators of wetland
Saturation present? Yes X No Depth(inches): 20 hydrology present? N
(includes capillary fringe)
Describe recorded data(stream gauge, monitoring well, aerial photos, previous inspections), if availabie:
Remarks:
US Army Corps of Engineers Midwest Region
APPENDIX C
Site Photographs
MODERN CONSTRUCTION OF MINNESOTA, INC. APPENDIX C: SITE PHOTOGRAPHS
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V',�et�and 1. Sample Point P,, Viewing We�; Wetland 1, Sample Point B, Viewing East
WETLAND ASSESSMENT
3960 BAYSIDE ROAD, ORONO, MN
APRIL 2016
APPENDIX D
Precipitation Record
MODERN CONSTRUCTION OF MINNESOTA, INC. APPENDIX D: PRECIPITATION RECORD
30 Day Rolling Total Precipitation Analysis
3960 Bayside Road, Orono, MN - April 13, 2015
3
a 2.5
L
u
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c
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ea
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1 �--�.--..- Normal Monthly Range
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�I �
� i � �� � �. I�
31-Dec-15 30-Jan-16 29-Feb-16 30-Mar-16 29-Apr-16
Precipitation Data Source: http://climate.umn.edu
WETLAND ASSESSMENT
3960 BAYSIDE ROAD
ORONo, MN
APRIL 2016
APPENDIX E
Credentials
� ,� ANDERSON
� � ENGINEERING
MINNEAPOLIS MtNNESOTA . TAMPA FLORlDA
Anderson Engineering of Minnesota,LLC• 13605 1st Avenue North,Suite 100 .Plymouth,Minnesota 55441 . (763)412-4000 Main.(763)412-4090 Fax.www.ae-mn.com
BENJAMIN J. HODAPP, PWS
Environmental Services Manager
Professional Wetland Scientist#1832
MN Certified Wetland Delineator#1016
Experience Summary:
Benjamin Hodapp, a Biologist and Project Manager, brings a broad background
Education: of knowledge and experience in the natural resource field to the Anderson
MS Water Resources Management Engineering team. Benjamin has a unique combination of biologic training and
University of wisconsin-Madison field skills in addition to working experience at various levels of government
(NRCS, FSA, University of MN Extension, Watonwan Counry Soil and Water
BS Biology;Ecology Conservation District and Watonwan County Environmental Services).
Minnesota State University-Mankato
Benjamin's project experience includes natural resource inventory, wetland
Specialized Training: determinations, delineations, mitigation design and monitoring, regulatory permit
Wetland Delineation&Management Training applications, wetland functions and values assessments, flood plain analysis,
Richard Chinn Environmental Training, Inc. ordinary high water determinations, aerial photo interpretation. Benjamin has
training and experience with Global Positioning Systems(GPS)and Geographic
Wetland Plant Identification Information Systems(GIS).
Biotic Consultants Inc.
Representative Projects:
Plant Identification for Wetland Delineation
University of Wisconsin-La Crosse • Southwest Light Rail Transit- Metropolitan Council — Minneapolis, MN:
Project manager for wetland and permitting efforts in support of multi-
Watershed Academy web Certificate disciplinary consultant team for preparation of Final Environmental Impact
United States Environmental Protection Agency Statement for proposed 16 mile light rail alignment. Project tasks included
project management oversight, coordinating and facilitating recurring monthly
meeting with all federal, state and local permitting agencies, supervising field
Professional Associations: staff in completion of a wetland investigations, preparation of all federal, state
Society of Wetland Scientists and local wetland permits and wetland mitigation plans, quality assurance and
MN Wetland Professionals Association(WPA) quality control of all deliverable products.
MN WPA President 2010
Wisconsin Wetlands Association
Minnesota Native Plant Society • NEPA Documentation/Wetland Permitting—Omaha National Cemetery—
Ecological Society of America Omaha, NE (2014): Services included preparation of an Environmental
Assessment (EA) and Findings of No Significant Impact (FONSI), and
supplemental permit coordination with the Omaha District U.S.Army Corps of
Total Years of Experience: Engineers (USACE) for proposed wetland impacts. Wetland permitting
15 years activities included completion of a wetland boundary delineation following the
1987 USACE Wetland Manual and Midwest Regional Supplement, and
preparation of a USACE permit application package that included a design for
Years with Current Firm: an on-site compensatory wetland mitigation area.
2004 to Present
• Section 401/404 Wetland Permitting—Fort McCoy Commemorative Park
Expansion — Fort McCoy, WI: Provided project management services for
Selected Publicatians: Section 401/404 permitting associated with proposed wetland impacts resulting
The Future of Rowan Creek warershed: from the Commemorative Park Expansion Project at the Fort McCoy U.S.Army
Connecting Land Use and Management with Water installation. Pro'ect tasks included ro'ect mana ement of su
Quality. 2003. Water resources Management � P 1 9 pporting staff,
Workshop 2002 Gaylord Nelson Institute for providing point of contact services for the U.S. Army, developing a wetland
Environmental Studies, University of Wisconsin, mitigation strategy in compliance with Section 401/404 and state wetland
Madison. permitting requirements and oversight and quality control in preparing Section
401/404 permit application
The Tumultuous World of Drainage Districts: An
Analysis of Existing Management Arrangements, . Minneapolis VAHCS Parking Ramp EA: NEPA Environmental Assessment for
wirn Recommendations. working Paper Series the proposed 4-level parking garage at Minneapolis VA Health Care System
2002-1. Water Resources Institutions and Policies, CampuS in MinneapoliS, MinneSota.
Department of Urban and Regional Planning,
University of Wisconsin,Madison.
• Willamette National Cemetery Expansion EA: NEPA Environmental
Assessment for the United States Department of Veteran Affairs, National
Cemetery Administration proposed acquisition of 38 acres and the expansion
of Willamette National Cemetery in Portland,Oregon.
A Service•Disabled Veteran•Owned Small Business
Civil Engineering . Architecture . Land Surveying . Environmental Services . Landscape Architeclure
/ ,,� ANDE�SON
/� � ENGINEERING
MINNEAPOLIS M�NNESOTA . TAMPh. FLORIOn
Anderson Engineering of Minnesota,LLC . 13605 1st Avenue North,Suite 100. Plymouth,Minnesota 55441 .(763)412-4000 Main.(763)412-4090 Fax.www.ae-mn.com
KRISTINA A. JUSTEI�[ Experience Summary:
Environmental Associate Kristina Justen, an Environmental Associate, brings a range of knowledge and
experience in the field of biological monitoring to the Anderson Engineering
team. Prior to her employment with Anderson Engineering of MN, LLC, Kristina
worked as a wetland technician for the Minnesota Pollution Control Agency. The
Education: skills Kristina has developed through her educational background and
BS Biology(2010) experience as a wetland technician make her proficient in assessing and
Universiry of Wisconsin-River Falls addressing a range of natural resource issues, and clearly communicating
solutions to clients and various regulatory agencies.
Specialized Training
Certified in Stream Electrofishing Kristina's project experience includes natural resource inventory, watershed
WI DNR,April 20�0 assessments, biologic assessments, Threatened and Endangered Species
analysis, NEPA project management and document preparation, wetland
determinations, delineations, mitigation design and monitoring, regulatory
Professional Associations: permit applications, wetland functions and values assessments, flood plain
MN Wetland Professionals Association analysis, ordinary high water determinations, wetland macroinvertebrate
sampling, Floristic Quality Assessments, Total Maximum Daily Load (TMDL)
investigation,and aerial photo interpretation.Kristina has experience with Global
Tota) Years Experience: Positioning Systems (GPS), remote sensing, and Geographic Information
5 years Systems(GIS).
Years with Current Firm: Representative Projects:
2010 to Present . NEPA Documentation/Wetland Permitting—Omaha National Cemetery—
Omaha, NE (2014): Services included preparation of an Environmental
Assessment (EA) and Finding of No Significant Impact (FONSI), and
supplemental permit coordination with the Omaha District U.S.Army Corps of
Engineers (USACE) for proposed wetland impacts. Wetland permitting
activities included completion of a wetland boundary delineation following the
1987 USACE Wetland Manual and Midwest Regional Supplement, and
preparation of a USACE permit application package that included a design for
an on-site compensatory wetland mitigation area.
• Wetland Delineation/Assessment — Fort McCoy Alderwood Dam
Removal — Fort McCoy, WI (2072): Services included a wetland
determination and delineation of wetland associated with a proposed dam
removal project at the Fort McCoy U.S. Army installation. Project tasks
included completion of a wetland delineation following the 1987 USACE
Wetland Manual and the Midwest Regional Supplement and preparation of
the wetland delineation report to document findings and help assess potential
wetland impacts for Section 401/404 permitting.
• Northern Natural Gas— Ventura North III Natural Gas Pipeline
Dakota County, MN, Freeborn County, MN 8 Worth County, IA (2012):
Linear Corridor Projects including biologic assessment for critical habitat,
threatened and endangered species, wetland determination, wetland
delineation,and wetland mitigation replacement services.
• United States Department of Veteran Affairs (2017): Project Scientist for
NEPA Environmental Assessment and Section 106 historic coordination as
subcontractor for the proposed parking ramp construction at Minneapolis VA
Health Care System located in Minneapolis, MN.
A Service•Disabled Veteran•Owned Small Business
Civil Enqineering . Architecture . Land Surveying . Environmental Services • Landscape Architeclure
��� ANDERSON
/� � ENGINEERING
M�NNfAPOL15 MINfJE507q , 7qMPA FLORIDA
Anderson Engineering of Minnesota,LLC• 13605 1st Avenue North,Suite 100. Plymouth,Minnesota 55441 .(763)412-4000 Main.(763)412-4090 Fax.www.ae-mn.com
LUCY D. KOZU� Experience Summary:
Environmentai Associate Lucy Kozub, an Environmental Associate, brings a variety of knowledge and
experience in the natural resource field to the Anderson Engineering team. Prior
to her employment with Anderson Engineering of MN, LLC, Lucy worked as a
Education: Federal Contractor for the USDA — Natural Resources Conservation Service
BA Environmental Science (NRCS).The skilis Lucy has developed through her educational background and
university of wisconsin,River Falis work experience make her proficient in analyzing and interpreting data in order
to clearly communicate a variety of solutions to clients and regulatory agencies.
Professional Associations: Lucy's project experience includes wetland determinations and delineations;
MN wetland Professionals Association(WPA) collection of wetland data U.S. Army Corps of Engineers (USACE) Regional
Supplement(s)data forms;preparation of federal,state and local regulatory permit
applications; National Environmental Policy Act (NEPA) report preparation;
Total Experience: cultural resource reviews; and technical document preparation. Lucy has
4 years experience with Global Positioning Systems (GPS) and Geographic Information
Systems(GIS).
Years with Current Firm: Representative Projects:
2014 to Present
• Southwest Light Rail Transit-Metropolitan Council—Minneapolis,MN:
Environmental Scientist for wetland and permitting efforts in support of
multi-disciplinary consultant team for preparation of Final Environmental
Impact Statement for proposed 16 mile light rail alignment. Project tasks
included completing wetland investigations and associated technical
reports, participating in recurring monthly meeting with federal, state and
local permitting agencies, preparing federal, state, and local wetland
permits and wetland replacement plans,coordinating with project engineers
regarding the project design and associated environmental impacts, and
preparing the Ecosystems and Surface Water Resources sections of the
Final Environmental Impact Statement.
• Farmed Wetland Determination Inventory — USDA NRCS — Ransom
County, ND (2014 8� 2015): Services included completion of a farmed
wetland determination inventory project within Ransom County,North Dakota.
Performed on-site investigation on farmed wetlands on over 4,000 acres of
agricultural land. Implemented standard sampling protocols such as standard
transect sampling, vegetation identification, quantitative vegetative data
collection, completion of standardized data sheets, and completion of scope
and effect analysis for previously drained wetland areas.
• Wetland Determinations — USDA NRCS — Dunn, Pierce, and St. Croix
Counties, WI: Services included assisting the WI NRCS Wetland Specialist
in completing requested wetland determinations for farmers participating in
USDA Farm Bill programs. Determinations were completed on and off-site as
necessary, and maps were developed and added to the existing wetland
inventory for each county.
• Cultural Resource Reviews — USDA NRCS — Dunn, Pierce, and Pepin
Counties, WI: Services included performing preemptive in-office reviews of
potential cultural resources impacts resulting from the implementation of
various conservation projects and practices. When impacts were impending,
the proper paperwork was completed to request a formal archaeological field
review of the site in question. Following the formal review, the results were
documented within an environmental assessment NEPA document for each
respective project.
A Service�Disabled Veteran-Owned Smalt Business
Civil Engineering . Architecture . Land Surveying . Environmental Services • Landscape Architecture
Minnesota Wetland Conservation Act
Notice of Application
Local Government Unit(LGU) Address
Minnehaha Creek Watershed District 15320 Minnetonka Blvd
Minnetonka,MN 55345
1.PROJECT INFORMATION
Applicant Name Project Name Date of Application
Application Number
Modern Construction of 3960 Bayside Road 4/18/2016 W16-17
Minnesota,Inc.
T e of A lication(check all that a 1 ):
� Wetland Boundary or Type ❑No-L,oss ❑ Exemption ❑ Sequencing
❑ Replacement Plan ❑ Banking Plan
Summa and descri tion of ro osed ro'ect(attach additional sheets as necessa ):
Modern Construction of Minnesota has applied for a wetland boundary& type confirmation for
the wetlands located at 3960 Bayside Road in the City of Orono, Hennepin County, Minnesota.
Legal description: Section 5, Township 117N, Range 23W. The boundary&type approval was
requested April 18�', 2016.
A wetland delineation was conducted by Anderson Engineering of Minnesota, LLC on April
13�', 2016. A complete delineation report and WCA application were submitted to MCWD on
April 18t1', 2016. A portion of one Type 2/3 fresh (wet) meadow/shallow marsh wetland was
identified and delineated within the project area.
The boundaries will be reviewed in the field by MCWD staff.
2.APPLICATION REVIEW AND DECISION
Signing and mailing of this completed form to the appropriate recipients in accordance with 8420.0255,Subp. 3
provides notice that an application was made to the LGU under the Wetland Conservation Act as specified above.
A copy of the application is attached. Comments can be submitted to:
Name and Title of LGU Contact Person Comments must be received by (minimum 15
Rachel Workin business-day comment period):
Permitting Technician 5/11/2016(4:30P1V�
Address(if different than LGU) Date, time, and location of decision:
15320 Minnetonka Blvd A decision will be made following the review
Minnetonka,MN 55345 of the application and completion of the
comment eriod.
Phone Number and E-mail Address Decision-maker for this application:
(952)641-4518 � Staff
rworldn a�minnehahacreek.or ❑ Governin Board or Council
BWSR Forms 7-1-10 Page 1 of 2
, ) � i ,-� i �
�1 .�%��,� � 1�� �. ���' , E �_
Signature: 1 Date: 4/20/2016
�
3. LIST OF ADDRESSEES
� SWCD TEP member: Stacey Lijewski—stacey.lijewski@hennepin.us
� BWSR TEP member: Ben Meyer—ben.meyer@state.mn.us
❑ LGU TEP member(if different than LGU Contact):
� DNR TEP Becky Horton-becky.horton@state.mn.us
� DNR Regional Office(if different than DNR TEP member): Leslie Parris-
leslie.parris@state.mn.us
❑ WD or WMO(if applicable):
� Applicant (notice only) and Landowner(if different): Modern Construction of Minnesota,Inc.(
Jesse Hartung)-jesse@modernconstructiomm�.com
� Members of the public who requested notice(notice only): Anderson Engineering of Minnesota
LLC (Ben Hodapp)-bhodapp@ae-mn.com; Christine Mattson-cmattson@ci.orono.mn.us
� Corps of Engineers Project Manager(notice only): Melissa Jenny—
melissa.m.jenny@usace.army.mil
❑ BWSR Wetland Bank Coordinator(wetland bank plan applications only)
4. MAILING INFORMATION
➢For a list of BWSR TEP representatives: ��«�w.bwsr.state.�ru�.us/contact/WCA areas.ndf
➢For a list of DNR TEP representatives: ���ww.bwsr.state.mn.us/wetlands/wca/DNR TEP contacts.pdf
➢De artment of Natural Resources Re ional Offices:
NW Region: NE Reeion: Central Reeion: Southern Region:
Reg.Env.Assess.Ecol. Reg.Env.Assess.Ecol. Reg.Env.Assess.Ecol. Reg.Env.Assess.Ecol.
Div.Ecol. Resources Div.Ecol.Resources Div. Ecol.Resources Div.Ecol.Resources
21 IS Birchmont Beach Rd.NE 1201 E.Hwy.2 1200 Warner Road 261 Hwy. 15 South
Bemid'i,MN 56601 Grand Ra ids,MN 55744 St.Paul,MN 55106 New Ulm,MN 56073
For a map of DNR Administrative Regions,see: http:%/files.dnr.state.mn.us;aboutdnridnr re i�pdf
➢For a list of Corps of Project Managers: ��-ti��a.mvp.usace.annv.mil/regulatory/default.asp?pageid=687
or send to:
➢
US Army Corps of Engineers
St.Paul District,ATTN: OP-R
180 Fifth St. East, Suite 700
St.Paul,MN SS101-1678
➢For Wetland Bank Plan applications,also send a copy of the application to:
Minnesota Board of Water and Soil Resources
Wetland Bank Coordinator
520 Lafayette Road North
St.Paul,MN 55155
5. ATTACHMENTS
In addition to the application,list any other attachments:
� Com lete delineation re ort
BWSR Forms 7-1-10 Page 2 of 2
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MODERN CONSTRUCTION OF MINNESOTA, INC. TABLE OF CONTENTS
Table of Contents
ContactInformation .......................................................................................................2
ExecutiveSummary .......................................................................................................3
Background.....................................................................................................................4
Methodology ...................................................................................................................4
ResourceReview............................................................................................................5
FieldReview....................................................................................................................5
Conclusion......................................................................................................................6
List of Appendices
Appendix A Figures
Appendix B Routine On-site Determination Method Datasheets
Appendix C Site Photographs
Appendix D Precipitation Record
Appendix E Credentials
WETLAND ASSESSMENT
3960 BAYSIDE ROAD
ORON�,MN
APRIL 2016
MODERN CONSTRUCTION OF MINNESOTA, INC. CONTACT INFORMATION
Contact Information
Prepared For:
Client:
Modern Construction of Minnesota, Inc.
Jesse Hartung
621 Main Street NW
Elk River, MN 55330
Phone: (952) 217-1627
Email: Jesse@ModernConstructionMN.com
Prepared By:
Ben Hodapp
Environmental Services Manager
Tina Justen
Environmental Associate
Lucy Kozub
Environmental Associate
Anderson Engineering of Minnesota, LLC
13605 1st Avenue North
Suite 100
Plymouth, MN 55441
Phone: (763) 412-4000
Fax: (763) 412-4090
Website: www.ae-mn.com
WETLAND ASSESSMENT
3960 BAYSIDE ROAD
ORONo,MN
APRIL 2016
MODERN CONSTRUCTION OF MINNESOTA, INC. EXECUTIVE SUMMARY
Executive Summarv
Anderson Engineering of Minnesota, LLC was retained to provide professional wetland services to identify
those areas meeting wetland criteria utilizing the 1987 United States Army Corps of Engineers (USACE)
Wetland Delineation Manual (Technica/ Report Y-87-1; January 1987) and all supplemental guidance
documents within the residential property at 3960 Bayside Road, Orono, Minnesota. Geographically, the
area is located in Section 5, Township 117 North, Range 23 West.
A portion of one Type 2/3, PEMB/Cd,fresh wet meadow/shallow marsh was identified and delineated within
the project area.
WETLAND ASSESSMENT
3960 BAYSIDE ROAD
ORONo,MN
APRIL 2016
MODERN CONSTRUCTION OF MINNESOTA, INC. BACKGROUND 8�METHODOLOGY
Backqround
As requested by Modern Construction of Minnesota, Inc., Anderson Engineering of MN, LLC completed a
wetland investigation at the specified project area located at 3960 Bayside Road, Orono, Minnesota.
Geographically, the site is located in Section 5, Township 117 North, Range 23 West.
The wetland delineation was completed in accordance with the 1987 United States Army Corps of Engineers
Wetland Delineation Manual and the published regional supplement to the Army Corps Wetland Delineation
Manual, Midwest Region.
The purpose of this study was to investigate the project area, identify areas meeting the technical criteria for
wetlands, delineate the jurisdictional extent of the wetland basins, and classify the wetland habitat.
Fieldwork for this site investigation was completed by Environmental Associates Tina Justen and Lucy Kozub
on April 13, 2016. The weather was sunny with a temperature of 65 degrees Fahrenheit.
Methodoloqv
United States Geologic Service 7.5"Topographic Quadrangle maps, United States Fish and Wildlife Service
National Wetland Inventory maps, United States Department of Agriculture Natural Resources Conservation
Service Soil Survey and available aerial photographs were consulted to initially locate potential wetland
habitats.
Routine On-site Determination Method was used during this investigation. In this method, the following
procedures were used:
1) The vegetative community was sampled in all present strata to determine whether it met hydrophytic
vegetation criteria based on the indicators identified in the Midwest Regional Supplement.
2) Soil pits were dug using a Dutch auger to depths of 24"-30." Soil profile was noted, in addition to
any hydric soil characteristics.
3) Signs of wetland hydrology were noted and compared to field criteria such as depth to shallow water
table and depth of soil saturation found in the soil pits.
Data from sample points were recorded on Army Corps of Engineers Midwest Region Wetland Determination
Data Forms (Appendix 8). The sample point transect crosses the delineated wetland edge. This transect
consist of an upland sample point and a wetland sample point. Other sample points may be located in areas
which have one or more of the wetland vegetation, soils, or hydrologic characteristics present; where
questionable conditions exist; or to verify the absence of wetland criteria. Photographs are also taken at
each sample point, and of the wetland and upland buffer(Appendix C).
Sample points were marked in the field with orange flags.The identified wetland boundary was marked with
sequentially numbered pink flags. All sample points and the delineated wetland boundary were located
utilizing a Trimble Geo XH sub-meter GPS unit.
WETLAND ASSESSMENT
3960 BAYSIDE ROAD
ORONo,MN
APRIL 2016
MODERN CONSTRUCTION OF MINNESOTA, INC. RESOURCE &FIELD REVIEWS
Resource Review
The following resources were reviewed to supplement the wetland field delineation:
National Wetlands Inventory:
The National Wetlands Inventory (Appendix A. Figure 2) identifies a PSS1/EM1Cd/ABG wetland complex
within the project area.
USDA - Natural Resources Conservation Service Soil Survey:
The Soil Survey of Hennepin County, MN (Appendix A. Figure 3) identifies Muskego hydric soil within the
project area.
Minnesota Department of Natural Resources Public Water Inventory:
The MN DNR PWI for Hennepin County, MN (Appendix A. Figure 4) does not identify any public waters
within the project area. Lake Minnetonka-Stubbs Bay is located southeast of the project area.
Antecedent Precipitation Data:
An analysis of the University of Minnesota Climatology Working Group's 30 day rolling total precipitation
data for the previous three months (Appendix D) indicates that precipitation totals for previous weeks were
below average, but trending towards the normal monthly range for this project area (precipitation data was
not available for April 1 through April 13). Hydrologic conditions were suitable for completing an accurate
wetland determination and boundary delineation.
Field Review
Wetland 1: Wetland 1 is a Type 2/3, PEMB/Cd, fresh wet meadow/shallow marsh wetland. The wetland
vegetation is dominated by reed canary grass (Pha/aris arundinacea). The underlying soils are mapped as
Hamel loam, on the edge of Muskego muck. The investigated soil profile meets the depleted below dark
surface (A11) hydric soil indicator. Hydrology indicators observed include saturation at 10 inches (A3),
geomorphic position (D2), and the FAC-Neutral Test. The wetland is part of a large complex that extends
offsite and appears to drain into Stubbs Bay(Lake Minnetonka).
The upland buffer surrounding the wetland is primarily vegetated with buckthorn(Rhamnus cathartica). Soils
are dark to light brown with redox concentrations starting at 11 inches; no hydric soil indicators were met.
Slight slopes form the transition into the wetland.
WETLAND ASSESSMENT
3960 BAYSIDE ROAD
ORONo,MN
APRIL ZO'I s
MODERN CONSTRUCTION OF MINNESOTA, INC. CONCLUSION
Conclusion
A portion of one wetland was identified and delineated in accordance with the 1987 United States Army
Corps of Engineers Wetland Delineation Manual within the project area located at 3960 Bayside Road,
Orono, Minnesota.
The wetland in the project area may be regulated by several agencies at the local, State, and/or federal
level. Activities which may potentially impact those wetlands identified within this report should be discussed
in advance with the appropriate regulating agency in regards to potential permit requirements. The Local
Government Unit (LGU) responsible for implementing the Minnesota Wetland Conservation Act at this
project location is the Minnehaha Creek Watershed District(MCWD).
The MCWD requires vegetated buffers around all wetland areas. Wetland buffers must meet the standards
specified by the Watershed District and/or the City for any project that is regulated under the WCA. Please
coordinate directly with MCWD regarding the buffer requirements for this specific wetland. The MCWD has
an existing inventory that classifies this wetland as "Manage 1."
This wetland investigation meets the standards and criteria described in the 1987 United States Army Corps
of Engineers Wetland Delineation Manual all applicable subsequent guidance for an on-site determination
and the results reflect the conditions present at the time of the delineation.
1 certify that I performed the fie/d analysis and wrote fhe report for this wet/and determination.
��.�����u�-t�- 04-15-2016
Tina Justen Date
Environmental Associate
Anderson Engineering of Minnesota,LLC
l � /
� � 04-15-2016
�� ���1
�
Lucy Ko�ub Date
Environm�ntal Associate
Anderson Engineering of Minnesota,LLC
1 certify that I performed the fie/d ana/ysis and/or reviewed work completed by above staff.
"�- v �� 04-15-2016 6�,5 A�Q
Benjamin J Hodapp, PWS Date
Environmental Services Manager �
MN Certified Wetland Delineator#1016 �"'"�"''XODA�P,�
oo,e�
Anderson Engineering of Minnesota,LLC �� �6�'��
we..r
WETLAND ASSESSMENT
3960 BAYSIDE ROAD
ORONo,MN
APRIL 20�6
APPENDIX A
Figures
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PROJECT LOCATION suurcE: nnn ch�, USDA, ESRI,TIGER,Hennepin Go.,i>noerson Engineering
� 1 in = 300 feet e
-�--
� 0 150 300 600
f��,��_° �
w t���� . Feet
� 3960 Bayside Road
-- �`' Orono, Hennepin County, MN
Hennepin County City of Orono PID: 053-0511723220007
State of Minnesota Henne in Count MN
,,� ANDERSON AndersonEngineenngofMinnesota,LLC S��LS - FIGURE 3
136051stAvenueNorth MODERN CONSTRUCTION OF
^ ENGINEERING sU�te�oo
� Plymouth,MN 55441 MI N NESOTA
ENGINEERING • ARCHITECTURE • IAND SURVEYING 763-412-4000(o) 76�412-4090(�
ENVIRONMENTALSERVICES • LANDSCAPEARCHITECTURE www.ae-mn.com AEComm.#14280 Date:3/25/2015 By:JLA
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PROJECT LOCATfON ...;d�:��. �r�rr DNR, USDA,ESRI,TIGER, Hennepin Co.,Anderson Engineering
1 in = 500 feet e
��'� ��� � 0 250 500 1,000
' �„, `,�` � �
p � Feet
� 3960 Bayside Road
Orono,Hennepin County, MN
Hennepin County City of Orono PID:053-0511723220007
State of Minnesofa Henne in Count MN
,� A N D E RS O N Anderson Engineenng of Minnesota,LLC PW� - F I G U RE 4
136051stAvenueNorth MODERN CONSTRUCTION OF
^ ENGINEERING Suite100
�. Plymouth,MN 55441 M I N N ES OTA
ENGINEERING • ARCHITECTURE • LAND SURVEYING 763-412-4000(o) 763412-4090(�
ENVIRONI�NTALSERVICES • LANDSCAPEARCHITECTURE www.ae-mn.com AE Comm.#14280 Date:3/25/2015 By:JLA
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� e�` 1 in = 300 feet
_'� ', �; 0 150 300 600
�—�: �
'L���_� Feet
, � 3960 Bayside Road
Orono, Hennepin County, MN
Hennepin County City of Orono PID: 053-0511723220007
State of Minnesota Henne in Count MN
,� ANDERSON AndersonEngineenngofMinnesota,LLC MODERN CONSTRUCT ON OF
13605 1stAvenue North
^ ENGINEERING Suite100
� Plymouth,MN 55441 M I N N E S O TA
ENGINEERING • ARCHITECTURE • LAND SURVEYING 763-412-4000(o) 763412-4090(�
ENVIRONMENTALSERVICES • LANDSCAPEARCHITECTURE ww�v.ae-mn.com AE Comm.#14280 Date:3/25/2015 By:JLA
APPENDIX B
Routine On-site Determination Method Datasheets
WETLAND DETERMINATION DATA FORM - Midwest Region
ProjecUSite 3960 Bayside Rd City/County: Orono/Hennepin Sampling Date: 4/13/2016
Applicant/Owner: Modern Construction of MN, Inc. State: MN Sampling Point: A
Investigator(s): Tina Justen&Lucy Kozub Section,Township, Range: S5,T117N, R23W
Landform(hillslope,terrace,etc.): Depression Local relief(concave, convex, none): Concave
Slope(%): 0-2 Lat: 44.974478 Long: 93.624797 Datum:
Soil Map Unit NameHamel(L36A) VWI Classification: None
Are climatic/hydrologic conditions of the site typical for this time of the year? Y (If no,explain in remarks)
Are vegetation ,soil ,or hydrology significantly disturbed? Are"norma4 circumstances"
Are vegetation ,soil ,or hydrology naturally problematic? present? Yes
SUMMARY OF FINDINGS (If needed,explain any answers in remarks.)
Hydrophytic vegetation present? Y
Hydric soil present? Y Is the sampled area within a wetland? Y
Indicators of wetland hydrology present? Y If yes,optional wetland site ID:
Remarks:(Explain alternative procedures here or in a separate report.)
All wetland criteria were met; area is a wetland.
VEGETATION -- Use scientific names of plants.
Absolute Dominant Indicator pominance Test Worksheet
Tree Stratum (Plot size: ) %Cover Species Staus Number of Dominant Species
1 that are OBL,FACW,or FAC: 1 (A)
2 Total Number of Dominant
3 Species Across all Strata: 1 (B)
4 Percent of Dominant Species
5 that are OBL,FACW,or FAC: 100.00% (A/B)
0 =Total Cover
Saplinq/Shrub straturr (Plot size: ) Prevalence Index Worksheet
1 Total°/a Cover of:
2 OBL species 0 x 1 = 0
3 FACW species 100 x 2= 200
4 FAC species 0 x 3= 0
5 FACU species 0 x 4= 0
0 =Total Cover UPL species 0 x 5= 0
Herb stratum (Plot size: ) Column totals 100 (A) 200 (B)
1 Phalaris arundinacea 100 Y FACW Prevalence Index=B/A= 2.00
2
3 Hydrophytic Vegetation Indicators:
4 Rapid test for hydrophytic vegetation
5 X Dominance test is>50%
6 X Prevalence index is<-3.0`
� Morphogical adaptations*(provide
$ supporting data in Remarks or on a
9 separate sheet)
10 Problematic hydrophytic vegetation`
100 =Total Cover (explain)
Woodv vine stratum (PIOi SiZ2: ) 'Indicators of hydric soil and wetland hydrology must be
1 present,unless disturbed or problematic
2 Hydrophytic
0 =Total Cover vegetation
present? Y
Remarks:(Include photo numbers here or on a separate sheet)
US Amy Corps of Engineers Midwest Region
SOIL Sampting Point: q
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(Inches) Color(moist) % Color(moist) % Type' Loc""` Texture Remarks
0-11 10YR 2/2 100 SiCL
11-18 10YR 3/1 95 10YR 3/6 5 C M SiCL
18-24 10YR 4/2 90 10YR 4/6 10 C M SiCL
24-30 10YR 5/2 90 10YR 4/6 10 C M SiC
'Type:C=Concentration,D=Depletion,RM=Reduced Matrix, MS=Masked Sand Grains. "Location: PL=Pore Lining, M=Matrix
Hydric Soil Indicators: Indicators for Problematic Hydric Soils:
Histisol(A1) Sandy Gleyed Matrix(S4) Coast Prairie Redox(A16)(LRR K,L,R)
Histic Epipedon(A2) Sandy Redox(S5) Dark Surface(S7) (LRR K,L)
Black Histic(A3) Stripped Matrix(S6) Iron-Manganese Masses(F12)(LRR K,L,R)
Hydrogen Sulfide(A4) Loamy Mucky Mineral(F1) Very Shallow Dark SurFace(TF12)
Stratified Layers(A5) Loamy Gleyed Matrix(F2) Other(explain in remarks)
2 cm Muck(A10) Depleted Matrix(F3)
X Depleted Below Dark Surface(A11) Redox Dark Surtace(F6)
Thick Dark Surface(Al2) Depleted Dark Surtace(F7) *Indicators of hydrophytic vegetation and weltand
Sandy Mucky Mineral(S1) _Redox Depressions(F8) hydrology must be present, unless disturbed or
5 cm Mucky Peat or Peat(S3) problematic
Restrictive Layer(if observed):
Type: Hydric soil present? Y
Depth(inches):
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primarv Indicators(minimum of one is reauired:check all that aqolvl Secondarv Indicators(minimum of two reauiredl
Surface Water(A1) Aquatic Fauna(613) Surface Soil Cracks(66)
High Water Table(A2) True Aquatic Plants(B14) Drainage Patterns(810)
X Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2)
Water Marks(61) Oxidized Rhizospheres on Living Roots Cra�sh Burrows(C8)
Sediment Deposits(B2) (C3) Saturation Visible on Aerial Imagery(C9)
Drift Deposits(63) Presence of Reduced Iron(C4) Stunted or Stressed Plants(D1)
Algal Mat or Crust(B4) Recent Iron Reduction in Tilled Soils X Geomorphic Position(D2)
Iron Deposits(65) (C6) X FAC-Neutral Test(D5)
Inundation Visible on Aerial Imagery(67) Thin Muck Surface(C7)
Sparsely Vegetated Concave Surface(B8) Gauge or Well Data(D9)
Water-Stained Leaves(69) Other(Explain in Remarks)
Field Observations:
Surface water present? Yes No X Depth(inches):
Water table present? Yes X No Depth(inches): 20 Indicators of wetland
Saturation present? Yes X No Depth(inches): 10 hydrology present? Y
(includes capillary fringe)
Describe recorded data(stream gauge,monitoring well,aerial photos,previous inspections), if available:
Remarks:
US Army Corps of Engineers Midwest Region
WETLAND DETERMINATION DATA FORM -Midwest Region
Project/Site 3960 Bayside Rd City/County: Orono/Hennepin Sampling Date: 4/13/2016
Applicant/Owner: Modern Construction of MN, Inc. State: MN Sampling Point: B
Investigator(s): Tina Justen&Lucy Kozub Section,Township, Range: S5,T117N, R23W
Landform(hillslope,terrace,etc.): Toe of Slope Local relief(concave,convex, none): None
Slope(°/a): 0-2 Lat: 44.974478 Long: 93.624797 Datum:
Soil Map Unit Name Hamel(L36A) VWI Classification: None
Are climatic/hydrologic conditions of the site typical for this time of the year? Y (If no,explain in rernarks)
Are vegetation ,soil ,or hydrology significantly disturbed? Are"normal circumstances"
Are vegetation ,soil ,or hydrology naturally problematic? present? Yes
SUMMARY OF FINDINGS (If needed,explain any answers in remarks.)
Hydrophytic vegetation present? Y
Hydric soil present? N Is the sampled area within a wetland? N
Indicators of wetland hydrology present? N If yes,optional wetland site ID:
Remarks:(Explain alternative procedures here or in a separate report.)
Hydric soii and hydrology criteria not met; area is not a wetland.
VEGETATION -- Use scientific names of plants.
Absolute Dominant Indicator pominance Test Worksheet
Tree Stratum (Plot size: ) %Cover Species Staus Number of Dominant Species
1 Ulmus americana 20 Y FACW that are OBL,FACW,or FAC: 2 (A)
2 Total Number of Dominant
3 Species Across all Strata: 2 (B)
4 Percent of Dominant Species
5 that are OBL,FACW,or FAC: 100.00% (A/B)
20 =Total Cover
Saolinp/Shrub straturr (Plot size: ) Prevalence Index Worksheet
1 Total%Cover of:
2 OBL species 0 x 1 = 0
3 FACW species 20 x 2= 40
4 FAC species 50 x 3= 150
5 FACU species 2 x 4= 8
0 =Total Cover UPL species 0 x 5= 0
Herb stratum (Plot size: ) Column totals 72 (A) 198 (B)
1 Rhamnus cathartica 50 Y FAC Prevalence Index=B/A= 2.75
2 Taraxacum officinale 2 N FACU
3 Hydrophytic Vegetation Indicators:
4 Rapid test for hydrophytic vegetation
5 X Dominance test is>50%
6 X Prevalence index is<_3.0'
7
Morphogical adaptations*(provide
$ supporting data in Remarks or on a
9 separate sheet)
10 Problematic hydrophytic vegetation`
52 =Total Cover (explain)
Woodv vine stratum (PIOt Siz@: ) 'indicators oT hydric soil and wetland hydrology must be
� present.unless disturbed or problematic
2 Hydrophytic
0 =Total Cover �egetation
present? Y
Remarks:(Include photo numbers here or on a separate sheet)
US Amy Corps of Engineers Midwest Region
SOIL Sampling Point: g
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(Inches) Color(moist) % Color(moist) % Type` Loc'* Texture Remarks
0-6 10YR 3/3 100 L
6-12 10YR 2/2 95 CL
12-16 10YR 3/2 50 10YR 4/6 2 C M CL
10YR 5/3 48
16-24 10YR 5/3 90 10YR 5/8 10 C M CL
*Type:C=Concentration,D=Depletion,RM=Reduced Matrix,MS=Masked Sand Grains. "Location:PL=Pore Lining, M=Matrix
Hydric Soil Indicators: Indicators for Problematic Hydric Soils:
Histisol(A1) Sandy Gleyed Matrix(S4) Coast Prairie Redox(A16)(LRR K,L,R)
Histic Epipedon(A2) Sandy Redox(S5) Dark Surface(S7)(LRR K,L)
Black Histic(A3) Stripped Matrix(S6) Iron-Manganese Masses(F12)(LRR K,L,R)
Hydrogen Sulfide(A4) Loamy Mucky Mineral(F1) Very Shallow Dark Surface(TF12)
Stratified Layers(A5) Loamy Gleyed Matrix(F2) Other(explain in remarks)
2 cm Muck(A10) Depleted Matrix(F3)
Depleted Below Dark Surtace(A11) Redox Dark Surface(F6)
Thick Dark Surface(Al2) Depleted Dark Surface(F7) 'Indicators of hydrophytic vegetation and weltand
Sandy Mucky Mineral(S1) Redox Depressions(F8) hydrology must be present, unless disturbed or
5 cm Mucky Peat or Peat(S3) problematic
Restrictive Layer(if observed):
Type: Hydric soil present? N
Depth(inches):
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primarv Indicators(minimum of one is reauired;check all that applv) Secondarv Indicators(minimum of two reauiredl
Surface Water(A1) Aquatic Fauna(613) Surface Soil Cracks(B6)
High Water Table(A2) True Aquatic Plants(B14) Drainage Patterns(610)
Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2)
Water Marks(B1) Oxidized Rhizospheres on Living Roots Cra�sh Burrows(C8)
Sediment Deposits(62) (C3) Saturation Visible on Aerial Imagery(C9)
Drift Deposits(B3) Presence of Reduced Iron(C4) Stunted or Stressed Plants(D1)
Algal Mat or Crust(64) Recent Iron Reduction in Tilled Soils Geomorphic Position(D2)
Iron Deposits(B5) (C6) X FAC-Neutral Test(D5)
Inundation Visible on Aerial Imagery(B7) Thin Muck Surface(C7)
Sparsely Vegetated Concave Surface(68) Gauge or Well Data(D9)
Water-Stained Leaves(B9) Other(Explain in Remarks)
Field Observations:
Surface water present? Yes No X Depth(inches):
Water table present? Yes No X Depth(inches): Indicators of wetland
Saturation present? Yes X No Depth(inches): 20 hydrology present? N
(includes capillary fringe)
Describe recorded data(stream gauge,monitoring well,aerial photos,previous inspections), if available:
Remarks:
US Army Corps of Engineers Midwest Region
APPENDIX C
Site Photographs
MODERN CONSTRUCTION OF MINNESOTA, (NC. APPENDIX C: SITE PHOTOGRAPHS
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Wetiand 1, Sample Point A, Viewing West Wetland 1, Sample Point B, Viewing East `
WETLAND ASSESSMENT
3960 BAYSIDE ROAD,ORONO, MN
APRIL 2016
APPENDIX D
Precipitation Record
MODERN CONSTRUCTION OF MINNESOTA, INC. APPENDIX D: PRECIPITATION RECORD
30 Day Rolling Total Precipitation Analysis
3960 Bayside Road, Orono, MN - April 13, 2015
3
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'� • Site Visit
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0.5 �� �J 'Precipitation data not
� available forApri!1-13
o J�� ( I� , I. (�
31-Deo-15 30-Jan-16 29-Feb-16 30-Mar-16 29-Apr-16
Precipitation Data Source: httq://climate.umn.edu
WETLAND ASSESSMENT
3960 BAYSIDE ROAD
ORONo,MN
APRIL 2016
/ .� ANDERSON
� �� ENGINEERING
A4INNEAPOLIS PdINNESOTA . TAMPA FLORIDA
Anderson Engineering of Minnesota,LLC. 13605 1st Avenue North,Suite 10D.Plymouth,Minnesota 55441 .(763)412-4000 I�4ain. (763)412-4090 Fax.www.ae-mn.com
BENJAMIN ,!. HODAPP, PWS
Environmental Services Manager
Professional Wetland Scientist#1832
MN Certified Wetland Delineator#1016
Experience Summary:
Benjamin Hodapp, a Biologist and Project Manager, brings a broad background
Educatian: of knowledge and experience in the natural resource field to the Anderson
MS Water Resources Management Engineering team. Benjamin has a unique combination of biologic training and
University of Wisconsin-Madison field skills in addition to working experience at various levels of government
(NRCS, FSA, University of MN Extension, Watonwan County Soil and Water
BS Biology; Ecology Conservation District and Watonwan County Environmental Services).
Minnesota State University-Mankato
Benjamin's project experience includes natural resource inventory, wetland
Specialized Training: determinations,delineations, mitigation design and monitoring, regulatory permit
wetland Delineation&Management Training applications, wetland functions and values assessments, flood plain analysis,
Richard Chinn Environmental Training,Inc. ordinary high water determinations, aerial photo interpretation. Benjamin has
training and experience with Global Positioning Systems(GPS)and Geographic
Wetland Plant Identification Information Systems(GIS).
Biotic Consultants Inc.
Representative Projects:
Plant Identification for Wetland Delineation
University of wisconsin-�a Crosse • Southwest Light Rail Transit- Metropolitan Council — Minneapolis, MN:
Project manager for wetland and permitting efforts in support of multi-
Watershed Academy Web Certificate disciplinary consultant team for preparation of Final Environmental Impact
United States Environmental Protection Agency Statement for proposed 16 mile light rail alignment. Project tasks included
project management oversight, coordinating and facilitating recurring monthly
meeting with all federal, state and local permitting agencies, supervising field
Professional Associations: staff in completion of a wetland investigations, preparation of all federal, state
Society of wetland Scientists and local wetland permits and wetland mitigation plans, quality assurance and
MN Wetland Professionals Association(WPA) quality control of all deliverable products.
MN WPA President 2010
Wisconsin Wetlands Association
Minnesota Native Plant Society • NEPA DocumentationlWetland Permitting—Omaha National Cemetery—
Ecological Society of America Omaha, NE (2014): Services included preparation of an Environmental
Assessment (EA) and Findings of No Significant Impact (FONSI), and
supplemental permit coordination with the Omaha District U.S.Army Corps of
Tota) Years of Experience: Engineers (USACE) for proposed wetland impacts. Wetland permitting
15 years activities included completion of a wetland boundary delineation following the
1987 USACE Wetland Manual and Midwest Regional Supplement, and
preparation of a USACE permit application package that included a design for
Years with Current Firm: an on-site compensatory wetland mitigation area.
2004 to Present
• Section 4011404 Wetland Permitting— Fort McCoy Commemorative Park
Expansion — Fort McCoy, WI: Provided project management services for
Selected Publications: Section 401/404 permitting associated with proposed wetland impacts resulting
The Future of Rowan Creek Watershed: from the Commemorative Park Expansion Project at the Fort McCoy U.S.Army
Connecting land Use and Managemenr with Warer installation. Project tasks included project management of supporting staff,
Quality. 2003. Water resources Management providing point of contact services for the U.S. Army, developing a wetland
Workshop 2002 Gaylord Nelson Institute for
Environmental Studies, University of Wisconsin, mitigation strategy in compliance with Section 401/404 and state wetland
Madison. permitting requirements and oversight and quality control in preparing Section
401/404 permit application
The Tumultuous World of Drainage Districts: An
Analysis of Existing Management Arrangements, . Minneapolis VAHCS Parking Ramp EA: NEPA Environmental Assessment for
with Recommendations. Working Paper Series the proposed 4-level parking garage at Minneapolis VA Health Care System
2002-1. Water Resources Institutions and Policies, campus in Minneapolis, Minnesota.
Department of Urban and Regional Planning,
University of Wisconsin,Madison.
• Willamette National Cemetery Expansion EA: NEPA Environmental
Assessment for the United States Department of Veteran Affairs, National
Cemetery Administration proposed acquisition of 38 acres and the expansion
of Willamette National Cemetery in Portland,Oregon.
A Service-Disabled Veteran-Owned Small Business
Civil Engineering . Archltecture . Land Surveying . Envlronmental Services . Landscape Architecture
�� `� ANDERSON
/�! � ENGINEERING
MINNEAPOLIS MINNESOTA . TAMPA FIORiDA
Anderson Engineering of Minnesota,LLC. 13605 1st Avenue North,Suite 100.Plymouth,Minnesoia 55441 .(763)412-4000 Main.(763)412-4090 Fax.www ae-mn.com
KRISTINA A. JUSTEN Experience Summary:
Environmental Associate Kristina Justen, an Environmental Associate, brings a range of knowledge and
experience in the field of biologicai monitoring to the Anderson Engineering
team. Prior to her employment with Anderson Engineering of MN, LLC, Kristina
worked as a wetland technician for the Minnesota Pollution Control Agency. The
Education: skills Kristina has developed through her educational background and
BS Biology(2010) experience as a wetland technician make her proficient in assessin and
University of Wisconsin-River Fails addressing a range of natural resource issues, and clearly commungating
solutions to clients and various regulatory agencies.
Specialized Training
Certified in Stream Electrofishing Kristina's project experience includes natural resource inventory, watershed
WI DNR,April 2010 assessments, biologic assessments, Threatened and Endangered Species
analysis, NEPA project management and document preparation, wetland
determinations, delineations, mitigation design and monitoring, regulatory
Professional Associations: permit applications, wetland functions and values assessments, flood plain
MN Wetland Professionals Association analysis, ordinary high water determinations, wetland macroinvertebrate
sampling, Floristic Quality Assessments, Total Maximum Daily Load (TMDL)
investigation,and aerial photo interpretation.Kristina has experience with Global
Total Years Experience: Positioning Systems (GPS), remote sensing, and Geographic Information
5 years Systems(GIS).
Years with Current Firm: Representative Projects:
2010 to Present . NEPA Documentation/Wetland Permitting—Omaha National Cemetery—
Omaha, NE (2014): Services included preparation of an Environmental
Assessment (EA) and Finding of No Significant Impact (FONSI), and
supplemental permit coordination with the Omaha District U.S.Army Corps of
Engineers (USACE) for proposed wetland impacts. Wetland permitting
activities included completion of a wetland boundary delineation following the
1987 USACE Wetland Manual and Midwest Regional Supplement, and
preparation of a USACE permit application package that included a design for
an on-site compensatory wetland mitigation area.
• Wetland Delineation/Assessment — Fort McCoy Alderwood Dam
Removal — Fort McCoy, WI (2012): Services included a wetland
determination and delineation of wetland associated with a proposed dam
removal project at the Fort McCoy U.S. Army installation. Project tasks
included completion of a wetland delineation following the 1987 USACE
Wetland Manual and the Midwest Regional Supplement and preparation of
the wetland delineation report to document findings and help assess potential
wetland impacts for Section 401/404 permitting.
• Northern Natural Gas— Ventura North III Natural Gas Pipeline
Dakota County, MN, Freebom County, MN 8� Worth County, IA (2012):
Linear Corridor Projects including biologic assessment for critical habitat,
threatened and endangered species, wetland determination, wetland
delineation, and wetland mitigation replacement services.
• United States Department of Veteran Affairs (2011): Project Scientist for
NEPA Environmental Assessment and Section 106 historic coordination as
subcontractor for the proposed parking ramp construction at Minneapolis VA
Health Care System located in Minneapolis, MN.
A Service-Disabled Veteran•Owned Small 8usiness
Civil Engineerino . Architecture . L2nd Surveying . Environmental Services . Landscape Architecture
/ T,� ANDERSON
/� :� ENGINEERING
MINNEAPOLIS PJIINNESOTA • TAMPA fLORIDA
Anderson Engineering of Minnesota,LLC . 13605 1st Avenue Norih,Suite 100.Plymouth,Minnesola 55441 .(763)412-0000 Main.(763)412-4090 Fax.www.ae-mn.com
LUCY D. KOZUB Experience Summary:
Environmental Associate Lucy Kozub, an Environmental Associate, brings a variety of knowledge and
experience in the natural resource field to the Anderson Engineering team. Prior
to her employment with Anderson Engineering of MN, LLC, Lucy worked as a
Education: Federal Contractor for the USDA — Natural Resources Conservation Service
BA Environmental Science (NRCS).The skills Lucy has developed through her educational background and
University of Wisconsin,River Falls work experience make her proficient in analyzing and interpreting data in order
• to clearly communicate a variety of solutions to clients and regulatory agencies.
Professiona!Associations: Lucy's project experience includes wetland determinations and delineations;
MN Wetland Professionals Association(WPA) collection of wetland data U.S. Army Corps of Engineers (USACE) Regional
Supplement(s)data forms;preparation of federal,state and local regulatory permit
applications; National Environmental Policy Act (NEPA) report preparation;
Total Experience: cultural resource reviews; and technical document preparation. Lucy has
4 years experience with Global Positioning Systems (GPS) and Geographic Information
Systems(GIS).
Years with Current Firm: Representative Projects:
2014 to Present
• Southwest Light Rail Transit-Metropolitan Council—Minneapolis,MN:
Environmental Scientist for wetland and permitting efforts in support of
multi-disciplinary consultant team for preparation of Final Environmental
Impact Statement for proposed 16 mile light rail alignment. Project tasks
included completing wetland investigations and associated technical
reports, participating in recurring monthly meeting with federal, state and
local permitting agencies, preparing federal, state, and local wetland
permits and wetland replacement plans,coordinating with project engineers
regarding the project design and associated environmental impacts, and
preparing the Ecosystems and Surface Water Resources sections of the
Final Environmental Impact Statement.
• Farmed Wetland Determination Inventory — USDA NRCS — Ransom
County, ND (2014 & 2015): Services included completion of a farmed
wetland determination inventory project within Ransom County,North Dakota.
Performed on-site investigation on farmed wetlands on over 4,000 acres of
agricultural land. Implemented standard sampling protocols such as standard
transect sampling, vegetation identification, quantitative vegetati��e data
collection, completion of standardized data sheets, and completion of scope
and effect analysis for previously drained wetland areas.
• Wetland Determinations — USDA NRCS — Dunn, Pierce, and St. Croix
Counties, WI: Services included assisting the WI NRCS Wetland Specialist
in completing requested wetland determinations for farmers participating in
USDA Farm Bill programs. Determinations were completed on and off-site as
necessary, and maps were developed and added to the existing wetland
inventory for each county.
• Cultural Resource Reviews — USDA NRCS — Dunn, Pierce, and Pepin
Counties, WI: Services included performing preemptive in-office reviews of
potential cultural resources impacts resulting from the implementation of
various conservation projects and practices. When impacts were impending,
the proper paperwork was completed to request a formal archaeological field
review of the site in question. Following the formal review, the results were
documented within an environmental assessment NEPA document for each
respective project.
A Service•Disabled Veteran•Owned Small Business
Civil Engineering . Architecture . Land Surveying . Environmental Services . Landscape Architecture
loint Application Form for Activities Affecting Water Resources
" in Minnesota
This joint application form is the accepted means for initiating review of proposals that may affect a water resource(wetland,
tributary, lake,etc.)in the State of Minnesota under state and federal regulatory programs.Applicants for Minnesota Department
of Natural Resources(DNR) Public Waters permits MUST use the MPARS online permitting system for submitting applications to
the DNR. Applicants can use the information entered into MPARS to substitute for completing parts of this joint application form
(see the paragraph on MPARS at the end of the joint application form instructions for additional information).This form is only
applicable to the water resource aspects of proposed projects under state and federal regulatory programs;other local
applications and approvals may be required. Depending on the nature of the project and the location and type of water resources
impacted,multiple authorizations may be required as different regulatory programs have different types of jurisdiction over
different types of resources.
Regulatory Review Structure
Federal
The St. Paul District of the U.S.Army Corps of Engineers(Corps) is the federal agency that regulates discharges of dredged or fill
material into waters of the United States(wetlands,tributaries, lakes,etc.) under Section 404 of the Clean Water Act(CWA)and
regulates work in navigable waters under Section 10 of the Rivers and Harbors Act. Applications are assigned to Corps project
managers who are responsible for implementing the Corps regulatory program within a particular geographic area.
State
There are three state regulatory programs that regulate activities affecting water resources. The Wetland Conservation Act
(WCA) regulates most activities affecting wetlands. It is administered by local government units(LGUs)which can be counties,
townships,cities,watershed districts,watershed management organizations or state agencies(on state-owned land).The
Minnesota DNR Division of Ecological and Water Resources issues permits for work in specially-designated public waters via the
Public Waters Work Permit Program(DNR Public Waters Permits). The Minnesota Pollution Control Agency(MPCA)under Section
401 of the Clean Water Act certifies that discharges of dredged or fill material authorized by a federal permit or license comply
with state water quality standards. One or more of these regulatory programs may be applicable to any one project.
Required Information
Prior to submitting an application, applicants are stronslv encoura�ed to seek input from the Corps Project Manager and LGU staff
to identify regulatory issues and required application materials for their proposed project. Project proponents can request a pre-
application consultation with the Corps and LGU to discuss their proposed project by providing the information required in
Sections 1 through 5 of this joint application form to facilitate a meaningful discussion about their project. Many LGUs provide a
venue(such as regularly scheduled technical evaluation panel meetings)for potential applicants to discuss their projects with
multiple agencies prior to submitting an application.Contact information is provided below.
The following bullets outline the information generally required for several common types of determinations/authorizations.
• For delineation approvals and/or jurisdictional determinations,submit Parts 1,2 and 5,and Attachment A.
• For activities involving CWA/WCA exemptions,WCA no-loss determinations,and activities not requiring mitigation,
submit Parts 1 through 5,and Attachment B.
• For activities requiring compensatory mitigation/replacement plan,submit Parts 1 thru 5,and Attachments C and D.
• For local road authority activities that qualify for the state's local road wetland replacement program,submit Parts 1
through 5, and Attachments C, D(if applicable),and E to both the Corps and the LGU.
Minnesota Interagency Water Resource Application Form February 2014 Page 1 of 5
Submission Instructions
Send the completed joint application form and all required attachments to:
U.S Army Corps of Engineers.Applications may be sent directly to the appropriate Corps Office. For a current listing of areas of
responsibilities and contact information,visit the St. Paul District's website at:
http://www.mvp.usace.armV.mil/Missions/Re�ulatory.aspx and S21eCt"Minnesota"from the contact Information box.
Alternatively,applications may be sent directly to the St. Paul District Headquarters and the Corps will forward them to the
appropriate field office.
Section 401 Water Quality Certification:Applicants do not need to submit the joint application form to the MPCA unless
specifically requested. The MPCA will request a copy of the completed joint application form directly from an applicant when they
determine an individual 401 water quality certification is required for a proposed project.
Wetland Conservation Act Local Government Unit: Send to the appropriate Local Government Unit. If necessary,contact your
county Soil and Water Conservation District(SWCD)office or visit the Board of Water and Soil Resources(BWSR)web site
(www.bwsr.state.mn.us)to determine the appropriate LGU.
DNR Public Waters Permitting: In 2014 the DNR will begin using the Minnesota DNR Permitting and Reporting System (MPARS)for
submission of Public Waters permit applications(https://webappsll.dnr.state.mn.us/mpars/public/authentication/IoQin).
Applicants for Public Waters permits MUST use the MPARS online permitting system for submitting applications to the DNR. To
avoid duplication and to streamline the application process among the various resource agencies, applicants can use the
information entered into MPARS to substitute for completing parts of this joint application form. The MPARS print/save function
will provide the applicant with a copy of the Public Waters permit application which,at a minimum,will satisfy Parts one and two
of this joint application. For certain types of activities,the MPARS application may also provide all of the necessary information
required under Parts three and four of the joint application. However, it is the responsibility of the Applicant to make sure that
the joint application contains all of the required information, including identification of all aquatic resources impacted by the
project(see Part four of the joint application). After confirming that the MPARS application contains all of the required
information in Parts one and two the Applicant may attach a copy to the joint application and fill in any missing information in the
remainder of the joint application.
Minnesota Interagency Water Resource Application Form February 2014 Page 2 of 5
Project Name and/or Number: Modern Construction of Minnesota, Inc.—AE 14280
PART ONE: Applicant Information
If applicant is an entity(company,government entity, partnership,etc.),an authorized contact person must be identified. If the
applicant is using an agent(consultant,lawyer,or other third party)and has authorized them to act on their behalf,the agent's
contact information must also be provided.
Applicant/Landowner Name: Modern Construction of Minnesota, Inc.
Mailing Address: 621 Main Street NW
Phone: 952-217-1627
E-mail Address: jesse@modernconstructiomm�.com
Authorized Contact(do not complete if same as above): Jesse Hartung
Mailing Address: Same as above
Phone: Same as above
E-mail Address: Same as above
Agent Name: Ben Hodapp,Anderson Engineering of MN, LLC
Mailing Address: 13605 15t Avenue North
Phone: 763-412-4000
E-mail Address: bhodapp@ae-mn.com
PART TWO: Site Location Information
County: Hennepin City/Township: Orono
Parcel ID and/or Address: 3960 Bayside Road
Legal Description(Section,Township,Range): 55,T117N,R23W
Lat/Long(decimal degrees�: 44.974478/-93.624797
Attach a map showing the location of the site in relation to local streets,roads,highways.
Approximate size of site(acres)or if a linear project,length(feet): 8.4 acres
If you know that your proposal will require an individual Permit from the U.S.Army Corps of Engineers,you must provide the
names and addresses of all property owners adjacent to the project site. This information may be provided by attaching a list to
your application or by using block 25 of the Application for Department of the Army permit which can be obtained at:
http://www.mvp.usace.armv.mil/Portals/57/docs/re�ulatorv/ReQulatoryDocs/engform 4345 2012oct.qdf
PART THREE: General Project/Site Information
If this application is related to a delineation approval,exemption determination,jurisdictional determination,or other
correspondence submitted prior to this application then describe that here and provide the Corps of Engineers project number.
Describe the project that is being proposed,the project purpose and need,and schedule for implementation and completion.The
project description must fully describe the nature and scope of the proposed activity including a description of all project elements
that effect aquatic resources(wetland,lake,tributary,etc.) and must also include plans and cross section or profile drawings
showing the location,character,and dimensions of all proposed activities and aquatic resource impacts.
See wetland delineation report
Minnesota Interagency Water Resource Application Form February 2014 Page 3 of 5
� Project Name and/or Number: Modern Construction of Minnesota,Inc. -AE 14280
P�4RT FOUR: Aquatic Resource lmpactl Summary
if your proposed project i�volves a direct or indirect impact to an aquatic resource (wetland, lake, tributary, etc.) identify each
impact in the table below. �nclude ail anticlpated impacts, including those expected to be temporary. Attach an overhead view
map, aerial photo, and/or drawing showing all of the aquatic resources in the project area and the location(s) of the proposed
impa�ts.Label each aquatic resource on the map with a reference number or letter and identify the impacts in the following table.
Type of Impad Duration of County,Major
Aquatic Existing Plant
Aquatic Resource (fiil,excavate, Impact Overall Size of Watershed#,
Resource T e
ID(as noted on yp drain,or Permanent(P) Size of Impact� pqu�� �mmunity and Bank
(wetland,lake, T e s in
overhead vi�w) remove or Temporary Resource 3 yp t � 4 Service Area#
tributary etc.) Im act Area
vegetation) {T)1 P of Impact Area
'!f impacts are temporary;enter the duration of the impacts in days next to the"T". For example,a project with a temporary access fill that
would be removed after 220 days would be entered"T(220)".
�Impads less than 0.01 acre should be reported in square feet. Impads 0.01 acre or greater should be reported as acres and rounded to the
nearest 0.�1 acre. Tributary impacts must be reported in Ilnear feet of impact and an area of impad by indicating first the linear feet of impact
along the flowline of the stream followed by the area impact in parentheses). For example,a projed that impacts 50 feet of a stream ihat is 6
feet wide would be reported as 50 ft(300 square feet).
' 3This is generally only applicable if you are applying for a de minimis exemption under MN Rules 8420.0420 Subp.8,otherwise enter"N/A".
; •Use Wetland Plants and Plont Community Types of Minnesotv and Wisconsin 3b Ed.as modified in MN Rules 8420.0405 Subp.2.
SRefer to Major Watershed and eank Service Area maps in MN Rules 8420.0522 S�bp.7.
If any of the above identified impacts have already occurred,identify which impacts ihey are and the circumstances associated
w(th each:
PART FIVE: Appticant Signature
❑ Check here if you are requesting a pre-aaplication consultation with the Corps and LGU based on the infarmation you have
provided. Regulatory entities wiil not initiate a formal application review if this box is checked.
8y signature below,i attest that the information in this application is complete and accurate. I further attest that I possess the
authority to und ke the worlc described herein.
Signature: / Date: �'� � � ��
I hereby horize Mderson Enginee�ing of MN,LiC to act on my behalf as my agent in the processing of ihis application and to
furnish,upon request,supplemental information in support of this application.
1 The term"impact"as used in this jo(ni appllcation form is a generic term used for dtsclosure purposes to ident�fy
adivities that may require approval from one or more regulatory agencies. For purposes of this form It is not meant to
indirate whether or not those attivities may require mitigation/replacement.
Minnesota Interagency Water Resource Application Form February 3014 Page 4 of 5
Project Name and/or Number: Modern Construction of Minnesota, Inc.—AE 14280
Attachment A
Request for Delineation Review, Wetland Type Determination, or
Jurisdictional Determination
By submission of the enclosed wetland delineation report, I am requesting that the U.S.Army Corps of Engineers,St. Paul District
(Corps)and/or the Wetland Conservation Act Local Government Unit(LGU)provide me with the following(check all that apply):
�Wetland Type Confirmation
� Delineation Concurrence. Concurrence with a delineation is a written notification from the Corps and a decision from the LGU
concurring,not concurring, or commenting on the boundaries of the aquatic resources delineated on the property. Delineation
concurrences are generally valid for five years unless site conditions change. Under this request alone,the Corps will not address
the jurisdictional status of the aquatic resources on the property,only the boundaries of the resources within the review area
(including wetlands,tributaries, lakes,etc.).
� Preliminary Jurisdictional Determination.A preliminary jurisdictional determination (PJD)is a non-binding written indication
from the Corps that waters, including wetlands, identified on a parcel may be waters of the United States. For purposes of
computation of impacts and compensatory mitigation requirements, a permit decision made on the basis of a PJD will treat all
waters and wetlands in the review area as if they are jurisdictional waters of the U.S. PJDs are advisory in nature and may not be
appealed.
❑Approved Jurisdictional Determination.An approved jurisdictional determination (AJD)is an official Corps determination that
jurisdictional waters of the United States are either present or absent on the property.AJDs can generally be relied upon by the
affected party for five years.An AJD may be appealed through the Corps administrative appeal process.
In order for the Corps and LGU to process your request,the wetland delineation must be prepared in accordance with the 1987
Corps of Engineers Wetland Delineation Manual,any approved Regional Supplements to the 1987 Manual, and the Guidelines for
Submitting Wetland Delineations in Minnesota(2013).
http://www.mvp.usace.army.mil/Missions/ReQulatory/DelineationlDGuidance.aspx
Minnesota Interagency Water Resource Application Form February 2014 Page 5 of 5