Exhibit D Construction Plan Example.pdf

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JOHN VOSBERG

Digitally signed by JOHN

VOSBERG

Date: 2019.07.16 20:33:20 -05'00'

PART I

SECTION B – SUPPLIES OR SERVICES AND PRICES

WETLAND RESTORATION PROGRAM (WRP) CONSTRUCTION PROJECT,

COLUMBIA COUNTY, WISCONSIN

PRICE SCHEDULE

Item Description Estimated Unit No. Quantity Unit Price Amount

001 Mobilization / Demobilization 1 JOB ________ $_____________

002 8’ Steel Sheet Piling 60 LIN FT ________ $_____________

003 Scrape 1 JOB ________ $_____________

004 Berm Repair 1 JOB ________ $_____________

005 Seeding/Mulching 4.5 Acres ________ $_____________

TOTAL QUOTE: $______________

Natural Resources Conservation Service 2912 Red Fox Run Portage, WI 53901-3400

Phone: (608) 742-5361 x3 Fax: (608) 742-0194 www.wi.nrcs.usda.gov

WILDLAND LLC

WRP EMBANKMENT REPAIR

PROJECT NARRATIVE

A sheet piling weir structure spillway that was installed on the Wildland WRP is leaking around the south side. The leak has been determined to be caused by muskrats. NRCS is planning on removing about a foot and a half of the existing sheet piling cap on both ends of the sheet piling structure in order to attach an extra 30’ of sheet piling to both sides of the structure. The extra sheet piling should discourage any future rats from burrowing alongside the weir structure.

The existing berm south of the weir structure is failing due to muskrat holes. The existing berm was never built to NRCS standards. NRCS is planning to install a berm with a 16’ wide top and 5:1 front and back slopes on the berm. This will provide an adequate berm that will meet NRCS standards. Fill material for the new berm will be obtained from a planned scrape on the SE corner of the easement.

Tyler Maass

USDA-NRCS

Civil Engineering Technician Portage, WI

Kristin.Westad

Text Box

Natural Resources

Conservation Service

United States

Department of

Agriculture

AutoCAD SHX Text

File Name

Date

CLIENT:

COUNTY:

COLUMBIA

Sheet 1 of 1

Drawn

Designed

Approved

Checked

TM

6/19

QUALITY ASSURANCE PLAN

08/14

Construction Quality Assurance Plan Wetland Restoration (Repair) (page 1 of 2) Must be adopted to the Landowner’s construction site. s construction site. LANDOWNER: WILDLAND LLC LOCATION OF PRACTICE OR PLAN ID: INSPECTOR: ____________________ APPROVER: ____________________ Date: ________________ ENGINEERING JOB CLASS: _____________________________________________________________ Initial and date items as completed. Date all additional documentation and keep in construction file. PRE-CONSTRUCTION Verify that the landowner or contractor notified all utilities prior to construction. Document DIGGERS HOTLINE Ticket Number: _________________________________________________________________ Obtain copies of PERMITS, or documentation that they aren’t needed. t needed. Inspect EROSION CONTROL PRACTICES (straw mulch.). Document proper installation with photographs and job diary notation. MATERIALS STEEL SHEET PILING. Verify that the material meets the requirements in Wisconsin Construction Specification 201; Take photograph and record observation in the job diary. BERM FILL. Verify that the material is proper moisture content and compaction requirements meet the requirements of Wisconsin Construction Specification 051; record observations in the job diary and take photographs. FERTILIZER. Place tag in construction documentation file. Document quantity. Verify meets drawing WI-710 requirements. 150 lbs. of 20-10-10 per acre required. LIME. Document quantity. 2 tons of 80 – 85 lime required. 85 lime required. SEED. Document species, quantities of pure live seed, and date seeded. Verify that it meets requirements of WI-710 drawing. Place seed tag in construction documentation file. MULCH. Document type used and quantity. CONSTRUCTION STAKE the scrape top and bottom. STAKE the location of the embankment at each end and centerline, and set flags or stakes to mark the footprint for topsoil stripping. ENSURE sheet piling is connected to existing sheet piling and planned amount installed 60 lin ft (30' on both ends. Document length in job diary. OBSERVE that topsoil stripping and stockpiling is accomplished according to plans/Wisconsin Construction Specification 2. Document the observation in the job diary. OBSERVE THE BACKFILL OF THE EMBANKMENT. Verify that the requirements of Wisconsin Construction Specification 051 are met. Record lift thickness, number of passes and type of compaction equipment in the job diary.

T N, R E, Sec.

V

TYLER MAASS

Natural Resources

Conservation Service

United States

Department of

Agriculture

File Name

CLIENT:

COUNTY:

COLUMBIA

Sheet 1 of 1

Drawn

Designed

Approved

Checked

TM

6/19

QUALITY ASSURANCE PLAN

08/14

Construction Quality Assurance Plan Wetland Restoration (Repair) (page 2 of 2) FINAL INSPECTION Obtain final PROFILE AND CROSS-SECTIONS of completed embankment. Verify correct: ____ Top Width – Planned top width is 16'. Top Width – Planned top width is 16'. Planned top width is 16'. ____ Top Elevation – Planned constructed top elevation is 811.0. Top Elevation – Planned constructed top elevation is 811.0. Planned constructed top elevation is 811.0. ____ Side Slopes – Planned back slope (left) is 5 : 1 Planned front slope (right) is 5 : 1. Side Slopes – Planned back slope (left) is 5 : 1 Planned front slope (right) is 5 : 1. Planned back slope (left) is 5 : 1 Planned front slope (right) is 5 : 1. ____ Final Length of embankment. Record the information in engineering field notes and red line on the Final Length of embankment. Record the information in engineering field notes and red line on the as-built plans. Obtain final PROFILE AND CROSS-SECTIONS of completed scrape. Minimum is one cross-section. Verify correct: ____ Scrape Depth – Planned depth between 0' and 4'. . Scrape Depth – Planned depth between 0' and 4'. . Planned depth between 0' and 4'. . ____ Side Slopes – Planned side slopes 8 : 1. Side Slopes – Planned side slopes 8 : 1. Planned side slopes 8 : 1. Obtain FINAL SHOTS on top of steel sheet piling. Record: ____ Top Sheet piling El. 808.8. Top Sheet piling El. 808.8. ____ Planned length is 60' (30' north side and 30' south side). Planned length is 60' (30' north side and 30' south side). Other pertinent dimensions and elevations. Record the information in engineering field notes and red-line on the as-built plans. Verify that all disturbed areas are LIMED, FERTILIZED, SEEDED AND MULCHED. Document installed quantities (payment units) of the practices. Note: Financial assistance programs may have payment units different than the e-FOTG conservation practice standards reporting units. Document all of the above with photographs, data in engineering field book and job diary. I have reviewed this plan and understand my responsibilities in the quality assurance needed for my project. Landowner’s Signature: ______________________________________________ Date: ____________s Signature: ______________________________________________ Date: ____________Date: ________________________

QAP_1

Sheets and Views

QAP

QAP_2

Sheets and Views

QAP 2

Wetland Restoration Contractor List

1. Dunneisen Excavating – dunnexc@jefnet.com

2. Wondra Construction – roger@wondraconstruction.com

3. Kinas Excavating - benkinas@gmail.com

4. Rusty Curtis Excavating - rusty.curtis1@gmail.com

5. Terry Kohn Excavating - terrykohnexcavating@gmail.com

6. LMS Construction INC - lmsconstruction1@frontier.com mailto:dunnexc@jefnet.com mailto:roger@wondraconstruction.com mailto:benkinas@gmail.com mailto:rusty.curtis1@gmail.com mailto:terrykohnexcavating@gmail.com mailto:lmsconstruction1@frontier.com

Portage, WI 53901 Phone: (608) 742-5361 x3

Helping People Help the Land

An Equal Opportunity Provider and Employer

Wetland Restoration Project 2019

APPLICABLE WISCONSIN CONSTRUCTION SPECIFICATIONS

PROJECT SPECIFICATIONS - Special Provisions

WISCONSIN CONSTRUCTION SPECIFICATION - 2. Excavation

WISCONSIN CONSTRUCTION SPECIFICATION - 7. Mobilization & Demobilization

WISCONSIN CONSTRUCTION SPECIFICATION – 51. Organic Fill for Embankments

WISCONSIN CONSTRUCTION SPECIFICATION – 201. Steel Sheet Piling

Note: Where the term Technician is used throughout the solicitation and resultant contract, this term shall mean Contracting Officer’s Representative (COR).

SPECIAL CONSTRUCTION PROVISIONS

Contents: Work under this section is intended to supplement the individual construction specifications.

This section does not relieve the Contractor from fulfilling all items in said sections. The numbers of the section are referenced to those of USDA-NRCS-Wisconsin Section IV Technical Guide – Wisconsin Construction Specifications.

The Special Procedures items will supplement the standard specifications that are being referenced.

PERMITS

The contractor shall comply in entirety with the requirements of the following permits:

1. WDNR Chapter 30 Water Quality Certification.

SCRAPE

Description of work

This work conforms to Wisconsin Construction Specification #2 - Excavation. Contractor will excavate scrapes to desired size and depth according to construction plans. This includes stripping 6” of vegetation from scrape area and any subsequent spreading of stripped material.

Measurement and Payment

Scrapes will not be measured and will be paid by the job.

http://www.wi.nrcs.usda.gov/

Phone: (608) 742-5361 x3

BERM REPAIR

Description of Work

This work conforms to Wisconsin Construction Specification #51- Organic Fill for Embankments.

Contractor will repair existing berm according to construction plan and follow all specifications listed in the plan. All fill will come from designated scrape areas on construction plan. This includes stripping the berm of vegetation, removing trees/brush from berm top and side slopes, and any subsequent top dressing of berm with stripped material.

Berm repair will not be measured and will be paid by the job.

SEEDING/MULCHING

Description of Work

Contractor shall seed and mulch disturbed areas of the repaired berm, and existing berm. This work shall consist of the site preparation activities and furnishing and installing the necessary vegetative material as specified on the seeding sheet included in the plan. This includes mulching. A pre-planting conference will be held between the Contractor and the COR or their delegate to discuss the planting operation. Planting will not begin before this meeting.

Seeding will be measured to the nearest tenth of an acre and will be paid based on acres installed for seeding. Mulching will be measured to the nearest tenth of an acre and will be paid based on acres of mulch installed.

WISCONSIN CONSTRUCTION SPECIFICATIONS

SPECIFICATION 2 – EXCAVATION

The items of work to be performed in conformance with this specification include:

1. Bid Item 003 – Scrape

Excavation associated with Bid Item 003 – Scrape, will not be measured and will be paid as incidental to Bid Item 003 – Scrape.

SPECIFICATION 7 – MOBILIZATION AND DEMOBILIZATION

1. Bid Item 001 – Mobilization/Demobilization

Mobilization and Demobilization includes reclaiming access road areas, travel routes, and staging areas to pre-construction conditions after completion of the project. Mobilization and Demobilization will not be measured and will be paid per the job for Mobilization/Demobilization.

Phone: (608) 742-5361 x3

SPECIFICATION 51 – ORGANIC FILL FOR EMBANKMENTS

1. Bid Item 004 – Berm Repair

ORGANIC FILL FOR EMBANKMENTS associated with Bid Item 004 – Berm Repair will not be measured and will be paid as incidental to Bid Item 004 – Berm Repair.

SPECIFICATION 201 – STEEL SHEET PILING

Contractor will remove existing sheet pile cap and attach new piling to the old piling and extend new piling 30’ on both sides of the sheet pilings. This includes any necessary trenching and/or re-shaping of existing embankment.

Sheet Piling will be measured to the nearest foot and will be paid based on lineal feet installed for Steel Sheet Piling.

USDA-NRCS WRP (Columbia County, WI) Wetland Restoration REPAIR

STATEMENT OF WORK

1.1 PROJECT BACKGROUND

The USDA-NRCS is repairing an existing wetland restoration in Wyocena Township, Columbia County, Wisconsin.

1.2 PERMITS

A DNR general permit was granted for previous work that was never completed. NRCS will work with DNR to obtain an updated permit for all work in construction plan and have permit before construction.

1.3 PROJECT LOCATION

T12N R10E Section 24. This Site is approximately 2.0 miles east of the city of Wyocena on Schliesmann Road. Access to site is a private driveway on the South side of the easement off of Schliesmann Road.

Site entrance is a gravel field road.

1.3 MATERIALS

A. Supply materials, maintenance tools and equipment as indicated in plans and specifications B. Certification of materials by NRCS required before installation

1.4 EXECUTION

A. Documentation of pre-construction meeting and material inspection with NRCS prior to commencement; Provide diggers hotline ticket number prior to commencement B. Certification of materials – All materials shall meet criteria set forth in Construction Plans and

Specifications; Post construction seed to be applied shall have PLS and quantity certification prior to seeding

C. Bid is contingent on getting DNR and Army Corps permits which will be obtained.

D. Staking and Layout:

1. Staking and layout refers to locating and verifying all grading, excavation and material installation locations as shown on the plans and specifications.

2. NRCS COR will stake appropriate locations prior to construction commencement; any replacement staking shall be the responsibility of the contractor E. Installation of materials

1. Perform site excavation, earthfill and grading per NRCS plans and specifications

2. Install required materials, and apply post-disturbance seeding to the areas shown on the

Plans and specifications

1.5 PROTECTION

All materials shall be properly protected against harm from normal weather conditions and the public.

1.6 PERFORMANCE TIMELINE

20 days will be the anticipated timeline to finish the project.

1.7 SCHEDULING CONSTRAINTS

Threatened and endangered species may require project to occur during a certain time period during the year to protect any/all species listed as a concern. Wet conditions may exist depending on weather.

NRCS COR will work with contractor and CO to develop a plan for wet conditions if they exist. Work can be performed any time of year as long as conditions are favorable for work conditions. Site will be de-watered 1 month before work is planned to commence. Contractor will work with NRCS to determine this date.

1.8 CLEANUP

Work areas are to be kept clean during progress of work and until completion. Remove surplus materials and rubbish from project area. Reclaim access roads and staging areas to pre-construction conditions after completion of project.

END OF STATEMENT OF WORK