Addendum No. 1.pdf

100 Portage Street Houghton, MI 49931

906-482-4810 • 800-562-7684 • Fax: 906-482-9799

Office also in:

Iron Mountain

Ishpeming Marinette Marquette

Sault Ste Marie

U.P. Engineers & Architects, Inc.

www.UPEA.com

ADDENDUM NO. 1

File No. 751/18360.JBB

MDNR Iron Belle Trail pedestrian Bridge Porcupine Mountain Wilderness State Park

This ADDENDUM NO. 1, issued on February 20, 2020 is to clarify, modify and/or change the original plans and specifications issued by U.P. Engineers & Architects, Inc.

and is hereby made a part of the bidding documents.

Bidders are required to acknowledge receipt of this ADDENDUM NO. 1 on the appropriate place on the Bid Form.

Bidder Questions and Answers

1. Question: On drawing S201, the hangar cables are shown on a schedule. Why are there 4 required for each of the A, B, C, D, E, F, G, and H? It appears only two would be required, one on each side of the bridge. Please clarify.

Answer: Only two (2) cables are required.

2. Question: On drawing S201 Detail C1, is the 3/8” on center SS cable (TYP) the “K” cable that is shown in elevation and on the cable schedule?

Answer: There are two (2) cables at location ‘K’. One is a 7/16” diameter cable that acts as a handrail and the second is a 3/8” diameter that holds up the top of the chain-link fence.

3. Question: On drawing S201 Detail C1, the 7/16 on center SS Cable above the 3/8” cable is not shown in elevation or on a schedule. Does this go full length the same as the K cable?

Answer: Yes

4. Question: On S201 Detail C5 shows a 4 x 6 kicker on the decking, on drawing S200 detail B4 it is not shown. Does the kicker go full length of the bridge on both sides? Please clarify.

Answer: Yes, the kicker is the full length of the bridge on both sides.

5. Question: How are contractors supposed to cross the river for equipment access to the other side?

Answer: The DNR has applied for a permit to allow for equipment to cross the river. Bidders shall assume that EGLE will provide a permit to allow for crossing per the attached permit application (temporary bridge or river bottom crossing). If an alternate method for crossing is desired, the bidder shall be responsible for applying and obtaining an amendment to the permit for this method.

ADDENDUM NO. 1

751/18360.JBB MDNR Iron Belle Trail Pedestrian Bridge February 20, 2020

6. Question: ‘Chicago’ is listed on Detail C2. Where can these components be purchased and can or equal products be used?

Answer: ‘Chicago’ refers to Chicago Hardware and Fixture Company (chicagohardware.com). Or equal components may be used. Or equal components shall at a minimum meet the working strength requirements of the wire rope specified.

7. Question: The specs call out seed maintenance for three months after Substantial Completion, does this include mowing or just watering, reseeding as required?

Answer: Maintenance will not be required after the date of final completion. See specification changes below.

General Information

1. A copy of the slides presented at the pre-bid meeting are included with this addenda for informational purposes.

2. A copy of the signed temporary access easement documents are included and made part of this contract.

3. The Concrete Anchor Section B1/S202 lists a stainless steel turnbuckle with a working strength of 28,000 pounds. Component part numbers for one option are available from Ronstan (Brendon Anderson, (401) 293-0539, banderson@ronstan.us). Or equal options are also allowed.

Plans Sheet S201, Hanger Cable Assembly Length: Change no. Required from 4 to 2 for all items.

Sheet S201, Detail D2: Cable ‘K’ is a 3/8” diameter 1x7 cable (top chain link fence support) and a 7/16” diameter cable (handrail).

Sheet S201, Detail C1: Change Red Loctite 272 to Loctite Blue 242.

Sheet S201, Detail C5: Change Red Loctite 272 to Loctite Blue 242.

Sheet S202, Detail B1: Change Loctite Series 272 to Loctite Blue 242.

Specifications Section 32 92 19 Seeding: Remove Sections 1.8 Maintenance Service and 3.6.E.

Maintenance of seeding is only required up to the date of final completion.

END OF ADDENDUM NO. 1

Attachments:

Pre-bid Meeting Attendance Record Copy of Slideshow presented at the Pre-bid Meeting Copy of Temporary Access Easements EGLE Joint Permit Application for a Temporary River Crossing

File No: 751/18360.JBB

Index No. 51110

February 12, 2020

Map

Access Trail

North Bank Looking South

Stream Looking South East

Stream Looking South West

South Bank

South Bank Looking North West

South Bank Looking North

South bank Looking North East

South Bank Looking North East

Clearing on North Bank

Looking Downstream

Looking Upstream

South Bank

North Bank

Easement Documents

GRANT OF TEMPORARY GRADING & ACCESS EASEMENT

THIS GRANT OF EASEMENT is made this t;:: day of " , 2020, between STEPANIE ANN BEST, of 300 Victor Hugo Drive, Cary, Nort Carolina 27517 (hereinafter referred to as Grantor(s)"l and the STATE OF MICHIGAN (hereinafter referred to as "Grantee"), WITNESSETH, that the Grantor does hereby grant and convey unto Grantee, a temporary easement for the purposes hereinafter described, over and across the lands of the Grantor for ingress-egress and construction of temporary access road in the following real estate in the Carp Lake Township, Ontonagon County, Michigan, to wit:

A thirty foot (30') wide easement situated in part of the Southwest quarter of the Southeast quarter (&11/1/4, SE1/4) of Section 2 and in part of the North half of the Northwest quarter of the Northeast quarter (N1/2, NW1/4, NE1/4) of Section 11 all within Township 50 North, Range 43 West, Carp Lake Township, Ontonagon County, Michigan, said easement lies fifteen feet each side of the centerline shown on EXHIBIT A. contained herein and also described as follows;

BEGINNING at the intersection of the Southerly right-of-way line of South Boundary Road and the centerline of an existing driveway entering the Grantors property; then Southerly along said driveway and along an existing two-track road, approximately 1320 feet to the South boundary of the Grantor's property also being the POINT OF ENDING.

The easement hereby given shall be temporary for the purposes stated above and other purposes related or ancillary thereto. The Grantee shall have the right to grant sub-easements, licenses, and use permits to other persons or entities in its discretion. This easement shall terminate upon completion of project.

Signed this -~S:~-- day of r;. l, vva Y1

GRANTOR:

ft frOrJ-.;r/ Cof-~OL...I .v ,4 ST ATE or M181 IIGAN l

) ss.

County of CA/ !t-/Lf::.-- l

• 2020.

On the S- day of fi-$.,(~~020, before me, a ~tary Public, in and for said County personally appeared '?t't: 1~ ,t-,vv- -6~1 , to me known to be th ' person described in and who executed the within document as her free act and d ed.

THIS DOCUMENT PREPARED BY:

U.P. Engineers & Architects, Inc.

100 Portage Street Houghton, Ml 49931

UNTY AND STATE

/211-UII t.., 20'L2---coMM1ss10N EX~IRES

PETER WALCZYK

NOTARY PUBLIC

Wake County North Carolina

My Commission Expires March 2, 2022

I STEPHANIE ANN BEST

Authorize HENRY MICHAEL HOEFFERLE, my father, to manage my interest, including power of attorney and business agent, in the property known as the NONESUCH LODGE located at 36549 South Boundry Road and the surrounding 36 acres { southwest quarter of the southeast quarter of section 2 and the north half of the northwest quarter of the :northeast quarter of section 11 within township SON RANGE 43W of Carp Lake Township Ontonag-on county Mi.} as he sees fit

STEPHANIE ANN' B.EST

NOTARY

State of North Carolina County of Wake On this __ s-- day of _c(:-~ /-<Jr/-,._ y , 20 2...0 ~(6~.J{.+-,v_lF 1:tvl-- ~I

DATE

PETER WALCZVK

NOTARY PUBLIC

Wake County North Carolina

My Commission Expires March 2, 2022 personally appeared before me and proved to me through saJ~ry evidence of identification, which were)/<.- l>~\~ f.rc..~'vl--~--to be the pers w ose name Is signed on the preceding or attached document in y nee,. \~ Slgflature_ -·V--=w'---~ · Nots y PUbllc MyCOmmlasl Exr,res_A!l/:!-C tZo'L"L

EXHIBIT A

100 PORTAGE

STREET

HOUGHTON, MI

49931

(906) 482-4810

OTHER OFFICES IN: IRON MOUNTAIN, SAULT STE. MARIE, ISHPEMING & MARINETTE, WI.

DRAWN:

DATE: 12-04-19

PROJECT No: M12-19278

DWG:

REVISED:

EasementExhibit

FOR: MDTMB

SECTIONS 2 & 11, T50N, R43W

CARP LAKE TOWNSHIP

ONTONAGON COUNTY, MICHIGAN

JJW

U

SOUTH BOUNDARY ROAD

POINT OF

BEGINNING

POINT OF ENDINING

Table of Contents

Table of Contents Digital EGLE/USACE Joint Permit Application (JPA) for Inland Lakes and Streams, Great Lakes, Wetlands, Floodplains, Dams, Environmental Areas, High Risk Erosion Areas and Critical Dune Areas

(Submission #: HNX-NENZ-ANFW4, version 1) Details Form Input

Instructions Contact Information Project Location Background Information Permit Application Category and Public Notice Information Project Description Resource and Activity Type Stream Project Information (1 of 1) Inland Lakes, Great Lakes and Stream Impacts (1 of 1) Bridges and Culverts (1 of 1) Floodplain Upload of Proposed Site Plans Fees

Attachments Status History

2/20/2020 3:40:06 PM Page 1 of 10

Joint Permit Application - Temporary Crossing

Digital EGLE/USACE Joint Permit Application (JPA) for Inland Lakes and Streams, Great Lakes, Wetlands, Floodplains, Dams, Environmental Areas, High Risk Erosion Areas and Critical Dune Areas version 1.18

(Submission #: HNX-NENZ-ANFW4, version 1)

Details

Form Alias Digital EGLE/USACE Joint Permit Application (JPA) for Inland Lakes and Streams, Great Lakes, Wetlands, Floodplains, Dams, Environmental Areas, High Risk Erosion Areas and Critical Dune Areas

Submission

HNX-NENZ-ANFW4

Submission Reason

New

Status Submitted

Fee $100.00 (Paid)

Form Input

Instructions

To download a copy or print these instructions. Please click this link (recommended).

Contact Information

Applicant Information (Usually the property owner) First Name Michael

Last Name Knack

Organization Name Porcupine Mountains Wilderness State Park Phone Type Number Extension Business 9068855270 Email KNACKM@michigan.gov

33303 Headquarters Rd Ontonagon, MI 49953

No

Yes

Upload Attachment for Authorization from Agent Permit Authorization Letter - DNR.pdf - 02/19/2020 03:43 PM Comment

NONE PROVIDED

Is the Property Owner different from the Applicant?

Has the applicant hired an agent or cooperating agency (agency or firm assisting applicant) to complete the application process?

2/20/2020 3:40:06 PM Page 2 of 10 https://www.michigan.gov/jointpermit

Agent Contact First Name Matthew

Last Name Haapala

Organization Name U.P. Engineers & Architects Phone Type Number Extension Business 19063151325 Email mhaapala@upea.com

100 Portage St.

Houghton, Michigan 49931

No

Project Location

DEQ Site Reference Number (Pre-Populated) 2948878709885330114

Project Location 46.746607342470206,-89.63916166686492

Project Location Address

[NO STREET ADDRESS SPECIFIED]

[NO CITY SPECIFIED], [NO STATE SPECIFIED] [NO ZIP CODE SPECIFIED]

County Ontonagon

No

No

No

Local Unit of Government (LUG) Carp Lake Township

Directions to Project Site Start at the intersection of M64 and 107th Engineers Memorial Highway W Head West for 2.7 miles Turn left (South) onto S.

Boundary Rd Head South for 5.4 miles Turn left (South) at residence Continue down driveway/ trail for 2600 feet Arrive at Little Iron River (Project Location)

Background Information

No

No

Environmental Area Number (if known):

NONE PROVIDED

Are there additional property owners or other contacts you would like to add to the application?

Is there a Property Tax ID Number(s) for the project area?

Is there Subdivision/Plat and Lot Number(s)?

Is this project within Indian Lands?

Has the Michigan Department of Environment, Great Lakes, and Energy (EGLE) and/or United States Army Corps of Engineers (USACE) conducted a pre-application meeting/inspection for this project?

Has the EGLE completed a Wetland Identification Program (WIP) assessment for this site?

2/20/2020 3:40:06 PM Page 3 of 10

No

No

No

No

No

No

No

Permit Application Category and Public Notice Information

Minor Project for wetlands, lakes, streams, floodplains, or Great Lakes

MP 45. Temporary Construction; Access; and Dewatering

NO GP CATEGORY (MP Category only)

Project Description

Receiving Federal/State Funds

Transportation

Project Summary (Purpose and Use): Provide a summary of all proposed activities including the intended use and reason for the proposed project.

This proposed project is in conjunction with a larger project (Iron Belle Pedestrian Bridge Crossing the Little Iron River, Permit Number: WRP019903 v.1). This proposed project is for a temporary construction access crossing of the Little Iron River. Two options are selected to provide flexibility for contractors bidding the job. The first option allows equipment to cross the river with riprap placed on the banks. The second option is for a temporary concrete block supported bridge in multiple sections. The temporary crossing is necessary as there is no other access to the south side of this river. Access from the trail to the south would require crossing multiple rivers instead of just one crossing. In addition, the contractor may elect to utilize a crane to lift equipment and/or pump concrete to the south side of the river, however, not all contractors will have access to a crane.

Has the United States Army Corps of Engineers (USACE) completed either an approved or preliminary jurisdictional determination for this site?

Were any regulated activities previously completed on this site under an EGLE and/or USACE permit?

Have any activities commenced on this project?

Is this an after-the-fact application?

Are you aware of any unresolved violations of environmental law or litigation involving the property?

Is there a conservation easement or other easement, deed restriction, lease, or other encumbrance upon the property?

Are there any other federal, interstate, state, or local agency authorizations associated with this project?

Indicate the type of permit being applied for.

If you are applying for a minor project permit, which project type(s) is being proposed?

If you are applying for a general permit, which project type(s) is being proposed?

Project Use: (select all that apply - Private, Commercial, Public/Government/Tribal, Receiving Federal/State Transportation Funds, Non-profit, or Other)

Project Type (select all that apply):

2/20/2020 3:40:06 PM Page 4 of 10

Project Construction Sequence, Methods, and Equipment: Describe how the proposed project timing, methods, and equipment will minimize disturbance from the project construction, including but not limited to soil erosion and sedimentation control measures.

The existing river is shallow at the crossing location (less than 3� deep and the bottom is a combination of rock, stone and sand. Any equipment to cross through the stream shall be washed clean of dirt and debris and shall be in good working order with no fluid leaks. Turbidity curtains shall be placed in the river for earth excavation purposes. Earth excavation, turbidity curtains and placement of rip rap is covered in the original project permit for a footbridge at this location (permit number: WRP019903 v.1). The sequencing to limit disturbance in the river for each option is listed below. Option 1 sequencing: 1. PLACE TURBIDITY CURTAIN ON NORTH BANK. 2. EXCAVATE TO PROPOSED FOOTING DEPTH. 3. PLACE GEOTEXTILE AND RIP RAP TO ELEV. 946.0' ON NORTH BANK. 4. CLEAN AND WASH EQUIPMENT, REPAIR ANY LEAKING FLUIDS. CROSS RIVER AT SHALLOW POINT ON ROCKY BOTTOM. 5. PLACE TURBIDITY CURTAIN ALONG SOUTH SIDE OF RIVER. 6. EQUIPMENT TO EXCAVATE AND PLACE RIP RAP ON SOUTH BANK. 7. EQUIPMENT TO CROSS RIVER AND RETURN TO NORTH BANK. Option 2 sequencing: 1.EXCAVATE TO PROPOSED FOOTING DEPTH ON NORTH BANK. 2. PLACE 2'x2'x4' PRECAST CONCRETE BLOCKS IN RIVER FOR SUPPORT PIERS. 3. PLACE TEMP BRIDGE SECTIONS OR MUD MATS FOR EQUIPMENT CROSSING (ONE, TWO, OR THREE SPAN) 4. EXCAVATE/ CONSTRUCT SOUTH SIDE ITEMS. 5.

REMOVE TEMPORARY BRIDGE AND SUPPORT PIERS.

Project Alternatives: Describe all options considered as alternatives to the proposed project, and describe how impacts to state and federal regulated waters will be avoided and minimized. This may include other locations, materials, etc.

The two options described in the previous section are the two options that are presented for the proposed project. There is no other viable access point to construct the foundations for this bridge. The trail to the south is inaccessible for equipment and would require multiple river and wetland crossings.

Project Compensation: Describe how the proposed impacts to state and federal regulated waters will be compensated, OR explain why compensatory mitigation should not be required for the proposed impacts. Include amount, location, and method of compensation (i.e., bank, on-site, preservation, etc.)

No project compensation is proposed due to the temporary nature of structures and crossing.

Upload any additional information as needed to provide information applicable to your project regarding project purpose sequence, methods, alternatives, or compensation.

NONE PROVIDED

Comment

NONE PROVIDED

Resource and Activity Type

Bridges

Stream or River 100-year Floodplain

Major Project Fee Calculation Questions

No

No

No

No

Stream Project Information (1 of 1)

SELECT THE ACTIVITIES from the list below that are proposed in your project (check ALL that apply). If you don't see your project type listed, select "Other Project Type". These activities listed require additional information to be gathered later in the application.

The Proposed Project will involve the following resources (check ALL that apply).

Is filling of 10,000 cubic yards or more proposed (cumulatively) within wetlands, streams, lakes, or Great Lakes?

Is dredging of 10,000 cubic yards (cumulatively) or more proposed within streams, lakes, or Great Lakes? (wetlands not included)

Is new dredging or adjacent upland excavation in suspected contamination areas proposed by this application?

Is a subdivision, condominium, or new golf course proposed?

2/20/2020 3:40:06 PM Page 5 of 10

Please provide a name for the stream, river, channel:

Little Iron River

NAVD 88

Ordinary High Water Mark (OHWM) elevation (feet):

Date of observation (M/D/Y) 5/13/2019

What length (feet) does the project activity(ies) extend waterward of the OHWM?

What length (feet) does the project activity(ies) extend landward of the OHWM?

Yes

What is the the width (feet) of the stream where the water begins to overflow its banks. This is called the Bankfull width.

Yes

Inland Lakes, Great Lakes and Stream Impacts (1 of 1)

Stream

Linear feet of stream affected by your project Category Affected linear feet (ft)

Permanent 0

Temporary 14 Sum: 14

No fill Other: Riprap and other fill material has been previously permitted under: WRP019903 v.1.

Complete this table for projects involving Fill below the Ordinary High Water Mark. Enter each activity/ location that corresponds with each activity selected in the previous question and enter the dimensions. Activities may be entered in one line of the table if they occupy the same impact footprint and cannot be broken out separately (Example: Activity - Driveway and Riprap slope). Multiple activities in different locations should be listed on different lines of the table.

Activity Length (feet)

Width (feet)

Depth (feet)

Area (square feet) Volume

(cubic feet) Volume

(cubic yards Corrected Value for complex impact Area (square feet)

Riprap 22 12 2 264 528 20 NONE PROVIDED Sum: 264 Sum: 528 Sum: 20 Sum: NaN

Other: Clay

On-site (show on plans)

Stream Water elevation reference* (show elevation on plans with description):

Is the drainage area upstream of the proposed project area greater than 2 sq. miles?

Will a turbidity curtain be used during the proposed project?

The following impact description applies to: (select only one at a time, duplicate this entire section if there are impacts to multiple waterbody types):

Select from the following list all Fill Activities (select all that apply to this waterbody impacted):

Type of Fill

Source of Fill

2/20/2020 3:40:06 PM Page 6 of 10

Yes Indicate size range of riprap:

8in to 16in footprint (plain riprap)

Angular rock

Yes

Filter fabric

No Dredging/Excavation Proposed

None of the above

None of the above none

Bridges and Culverts (1 of 1)

Unique Identifier:

Iron Belle Trail Temporary Construction Access Bridge

STREAM INFORMATION

Width of the stream Upstream (feet) Downstream (feet)

30 30

Cross-sectional area of primary channel (square feet):

The width of the stream where the water begins to overflow its banks. Bankfull width (feet):

No

Help for the following Table Structure Width: Enter the total width of culvert or bridge in feet.

Culvert Length or Bridge span: Enter the total length perpendicular or across the stream in feet.

Is riprap proposed?

Type of riprap

Will material be installed under the riprap?

Type of material installed under riprap:

Activities Involving Dredging or Excavation: Select from the following list for Excavation/Dredge Activities (select all that apply to this waterbody impacted):

If your project includes STRUCTURES then select all of the proposed activities in the following list. If your activity is not shown, then select �None of the Above� and move to the next question. Only enter an impacted area in one of the impact tables (do not duplicate impact entries).:

If your project includes Other Activities not listed in this section, then select from the proposed activities in the following list. If your activity has not been listed in this Section, then select �Other� and enter a description of your activity. Only enter an impacted area in one of the impact tables (do not duplicate impact entries). If you selected a Fill, Excavation/Dredging, or Structure activity above in this section, but do not have an activity listed as Other, then select None of the Above for this question.

Does the proposed project include mitigation?

Is there an existing structure?

2/20/2020 3:40:06 PM Page 7 of 10

Culvert Height Prior to any burying: Enter the total width of culvert in feet at this location as it measures on land. Do not subtract any depth the culvert may be buried. For bridges enter "0".

Depth culvert buried: Enter total feet the culvert bottom will be buried. Does not apply to bridges so enter "0".

Bottom of bridge beam (upstream) elevation (feet): For culverts enter "0".

Bottom of bridge beam (downstream) elevation (feet): For culverts enter "0".

Stream Invert Elevation (feet) Upstream: This is the elevation at the bottom of the culvert as it lies in place after installation on the upstream end of the culvert, not including any fill on the culvert bottom.

Stream Invert Elevation (feet) Downstream: This is the elevation at the bottom of the culvert as it lies in place after installation on the downstream end of the culvert, not including any fill on the culvert bottom.

Bride rise from bottom of beam to streambed or culvert crown height (feet): This is the elevation at the top of the culvert as it lies in place after installation, for bridges this is from the bottom of the beam. Do not including any fill on top of the culvert or the bridge structure.

Total structure waterway area above streambed (square feet): This is the total square foot area that would allow passage of water through the structure opening.

Total structure waterway area below the 100-year elevation (square feet) (if known): This is the total square foot area that would allow passage of water that is below the 100-year flood elevation.

Elevation of road grade at structure (feet): Enter the elevation at the road above the structure.

Elevation of low point in road (feet): Enter the elevation of the lowest point in the road nearest the structure.

Distance from low point of road to mid-point of structure (feet): How far (in feet) from the structure does any fill used for the structure extend before it reaches the existing grade?

Length of approach fill from edge of bridge/culvert to existing grade (feet):

Existing and Proposed Bridge and/or Culvert Information Question Existing Proposed

Bridge width or Culvert length (parallel to stream) (feet) 0 4

Bridge span or Culvert width/diameter (perpendicular to stream) (feet) 0 38

Height of culvert prior to burying (if bridge enter 0) 0 0

Depth culvert buried (feet) (if bridge enter 0) 0 0

Bottom of bridge beam (feet) upstream (if culvert enter 0) 0 944

Bottom of bridge beam (feet) downstream (if culvert enter 0) 0 944

Stream invert elevation at bridge (feet) upstream 941 941

Stream invert elevation at bridge (feet) downstream 941 941

Bridge rise from bottom of beam to streambed or culvert crown height (feet) 0 4

Total structure waterway opening above streambed (square feet) 0 84

Total structure waterway area below the 100-year elevation (square feet) (if applicable) 0 84

Elevation of road grade at structure (feet) 946 946

Elevation of low point in road (feet) 946 946

Distance from low point in road (feet) 0 0

Length of approach fill from edge of bridge/culvert to existing grade (feet) 0 0

Bridge Type Existing Proposed

NONE PROVIDED Other: Temporary mud mats or bridge

Structure Entrance Design Type:

2/20/2020 3:40:06 PM Page 8 of 10

Existing Proposed NONE PROVIDED Projecting

Certification Upload

NONE PROVIDED

Comment

NONE PROVIDED

Floodplain

Other: Temporary construction access crossing

100-Year Floodplain Elevation Please provide a name for the stream, river, channel, or waterbody:

100-Year Floodplain

Elevation (feet) Datum Source of Datum

Little Iron River 949.1 NAVD88 NONE

PROVIDED

Upload Documents for Datum Source

NONE PROVIDED

Comment

NONE PROVIDED

Yes

No

Local Unit of Government (LUG) Acknowledgement Letter Upload

NONE PROVIDED

Comment

NONE PROVIDED

No

Upload of Proposed Site Plans

Required on all Site Plan uploads. Please identify that all of the following items are included on your plans that you upload with this application.

Site Plan Features Existing and Proposed Plan Set

Scale, Compass North, and Property Lines N/A

Fill and Excavation areas with associated amounts in cubic yards N/A

Any rivers, lakes, or ponds and associated Ordinary High Water Mark (OHWM) N/A

Exterior dimensions of Structures, Fill and Excavation areas associated with the proposed project Yes

Dimensions to other Structures and Lot Lines associated with the project N/A

Topographic Contour Lines from licensed surveyor or engineer when applicable N/A

Upload Site Plans and Cross Section Drawings for your Proposed Project M12-19278 TEMP CROSSING.pdf - 02/19/2020 05:16 PM Comment

NONE PROVIDED

Proposed Activity

Is this project located in the floodway?

Were one or more Hydraulic Analyses completed for this project?

Is there an existing building on site?

2/20/2020 3:40:06 PM Page 9 of 10

Additional Required and Supplementary Documents

NONE PROVIDED

Comment

NONE PROVIDED

Fees

Minor Project Fee:

+$100.00

Total Fee Amount:

$100.00

No

Attachments

Date Attachment Name Context User 2/19/2020 5:16 PM M12-19278 TEMP CROSSING.pdf Attachment Matthew Haapala

2/19/2020 3:43 PM Permit Authorization Letter - DNR.pdf Attachment Matthew Haapala

Status History

User Processing Status 2/19/2020 2:54:15 PM Matthew Haapala Draft

2/20/2020 7:25:09 AM Matthew Haapala Submitted

Is the applicant or landowner a State of Michigan Agency?

2/20/2020 3:40:06 PM Page 10 of 10

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