final engineering report – amendment # 1 for...2019/08/01 · final engineer’s report are...

FINAL ENGINEERING REPORT – AMENDMENT # 1 FOR:

JUDICIAL DITCH 13 IMPROVEMENTS:

JACKSON & NOBLES COUNTY, MINNESOTA

August, 2019

Project No. 13-15932

REPORT FOR:

Jackson County Drainage Authority

53053 780th Street

Jackson, MN 56143

507.847.2525

Nobles County Drainage Authority

960 Diagonal Road

Worthington, MN 56187

507.295.5322

FROM: Chuck Brandel PE Principal + Senior Civil Engineer ISG 115 East Hickory Street, Suite 300 Mankato, MN 56001

507.387.6651 [email protected]

Signature Sheet

I HEREBY CERTIFY THAT THESE CALCULATIONS WERE PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF

THE STATE OF MINNESOTA.

Charles J. Brandel, PE

Project Engineer

Reg. No. 43359

ISG

115 East Hickory Street, Suite 300

Mankato, Minnesota 56001

Judicial Ditch No. 13 Improvements

Jackson and Nobles County, Minnesota

Engineer's Project Number: 13-15932

Dated this 1st day of August, 2019

TABLE OF CONTENTS

Petition Goals .......................................................................................................................... 1

Existing Conditions ................................................................................................................... 1

Proposed Conditions ................................................................................................................. 1

Storage Options ........................................................................................................................................ 1

Adequacy of the Outlet ............................................................................................................................. 2

Practicality + Feasibility ............................................................................................................ 2

Conclusions + Recommendations ............................................................................................... 5

APPENDICES

APPENDIX A: Repairs............................................................................................................... A

APPENDIX B: Preliminary Cost Estimate ..................................................................................... B

APPENDIX C: Preliminary Construction Plans .............................................................................. C

APPENDIX D: Damage Summary ............................................................................................... D

APPENDIX E: Televising Report ................................................................................................. E

Jackson and Nobles County Judicial Ditch No. 13 Final Engineering Report- Amendment #1

Page 1

PETITION GOALS

The goal of the Jackson and Nobles County Judicial Ditch No. 13 (JD 13) petition is to clean all of the open ditch within the watershed and construct new stretches of open ditch as well as replace and improve the mainline tile and multiple branches, laterals and their sub-branches/sub-laterals. All the proposed conditions will achieve at least the recommended drainage coefficient by the Natural Resources Conservation Service (NRCS). The JD 13 petition is public knowledge and can be found with either

Jackson or Nobles County staff.

EXISTING CONDITIONS

The information in this document has been prepared from the original JD 13 profile drawings and

alignment maps provided by Jackson County as well as a topographic survey done by ISG in January of 2015. A close representation of the JD 13 watershed was created using this information in conjunction with LiDAR contours, Minnesota Department of Natural Resources (DNR) Watershed lines, and aerial photographs. A map illustrating the existing JD 13 system can be found in Appendix A of the Final Engineer’s Report (FER).

Since 2003, Jackson County Public Works has keep recorded of all repairs that have occurred within the

JD 13 system. There has been 79 repairs that have been completed with another 5 repairs that have been reported this year. A map showing the repair locations within Jackson County can be found in Appendix A.

There are portions of the existing system which are need of repair which provided ISG the opportunity to televise the existing condition of the buried tile. Majority of the locations that were provided by Jackson County Public Works have too much water in the tile in order to properly televise the area. Branch TT was the only branch that had a water level low enough to televise the system. When reviewing

the televising footage from the existing Branch TT area, ISG has compiled a report showing that the existing tile has stress cracks throughout which the first sign is showing pipe failure, sediment accumulation, offset joints and root balls within the system. All of these aspects show a restriction in pipe capacity. Appendix E displays a televising report from the televising footage that was recorded.

PROPOSED CONDITIONS

In order to provide at least a 0.50 in/day drainage coefficient for buried tile and add depth to the system, the proposed JD 13 improvement project will consist of cleaning the entire mainline open ditch as well as replacing a portion or completely replacing 36 out of the 122 branches. The 36 branches that are being improved are the Main and Branches A, A1, B, B1, D, L, P1, S2, S13, S16, S21, S22, S23, S24,

S26, V, W, HH, JJ, JJ1, KK, KK1, KK3, RR8, WW, WW3, WW4 and WW5, as well as partial replacement of Branches H, P, S, S1, U, RR, SS, and TT. All of the proposed buried tile branches are shown in the Final Engineer’s Report are designed to achieve at least the 0.50 in/day drainage coefficient as recommended by the NRCS for buried tile. It is proposed to construction 3 new crossings within the open ditches, which will be sized to achieve the 1.0 in/day drainage coefficient.

A landowner meeting occurred on June 6th, 2019, which brought up some concerned landowners as well as some additional tile. Branch KK2 was planned to be connected onto but was requested by a petitioner

that the tile should be improved. Maps of the proposed changes and proposed improvement can be found in Appendix C.

Storage Options

It is proposed to create four storage basins throughout the watershed. Maps showing the location of the proposed basins may be found in the Preliminary Construction Plans in Appendix C.

It was brought to ISG’s attention that the location of Basin 1 in the FER a wetland certification has been completed. Therefore, impacting the current design of the storage basin located within the property.


Page 2

Alternative Basin 1 has been developed to provide the same characteristics as Basin 1 in the FER. The alternative basin will be located on the west side of the open ditch in the SW ¼ of the NE ¼ of Section 12 of Round Lake Township. The proposed area is currently a low are along the open ditch that frequently floods and is a tough area to farm. The proposed basin would consist of an easement area of

approximately 13.6 acres including a 16.5-foot buffer. Alternative Basin 1 would be constructed with 3:1 side slopes and be approximately 4 feet deep. The relocation of the basin provides a closer haul route for excavated material to be placed in lower areas of neighboring farm fields.

The proposed basin would be constructed offline of the main open ditch channel therefore, acting as a floodplain storage area instead of inline of the main open ditch. A concrete weir will be located within the main channel to divert water into the basin from the main channel while still allowing normal flow through the weir. Having an offline storage system will not backup the main open ditch which would in

turn potential cause additional flooding within the system. For online storage systems, a larger volume and area is required in order to account for normal flow to being restricted.

After the landowner meeting on June 6th, ISG was informed that the landowner on Basin 4 was no longer in favor of have a storage basin located on their property. Therefore, Alternative Basin 4 was developed located in the NW ¼ of the NW ¼ of Section 36 of Lorain Township. Alternative Basin 4 would consist of an easement area of approximately 4.1 acres including a 16.5-foot buffer. The basin would consist of

3:1 side slopes approximately 18 feet deep. The alternative basin will consist of similar characteristics as the previous basin 4.

The proposed alternative basin 1 and 4 will supplement proposed basin 2 and 3 in achieve the 243.1 acre-feet of storage that was original designed for in the Final Engineer’s Report. Therefore, the proposed design does not impact the overall storage within the system.

Adequacy of the Outlet

Jackson and Nobles County Judicial Ditch No. 13’s outlet is located in the SE ¼ of the SW ¼ of Section 7 of Sioux Valley Township. The outlet is comprised of an open ditch that goes underneath 375th Ave that flows into Skunk Creek. The existing outlet is controlled by a bridge for 375th Avenue in the SE ¼

of the SW ¼ of Section 7 of Sioux Valley Township. The proposed outlet will be located in the same location as the existing. With the proposed storage basins described above, the peak flowrates and water surface elevations will decrease at the outlet of the JD 13 system.

It is the opinion of the Engineer that the outlet for Jackson and Nobles County Judicial Ditch No. 13 is adequate to handle the proposed improvement.

PRACTICALITY + FEASIBILITY

When a separable portion of a larger system is in need of repair, the drainage stature, M.S.103E.215, subd. 6, allows the separation of the cost of repair from the cost of improvement of the project. Separable maintenance can be applied to the segments of existing tile that will be replaced by the

proposed improvement. Detailed cost estimates of the potential repair and potential improvement cost estimates have been included in Appendix B which is summarized below in Table 1.


Page 3

Table 1 - Cost Estimate Summary

AreaSeparable

Maintenance

Improvement

CostNet Cost

Main Existing Open Ditch 809,761$ 1,033,035$ 223,274$

Existing Main Tile/Proposed Main Open

Ditch 347,305$ 593,020$ 245,715$

Main Tile 1,093,828$ 2,481,651$ 1,387,823$

Branch A Tile 66,897$ 75,487$ 8,590$

Branch A1 Tile 36,174$ 33,989$ (2,185)$

Branch B Tile 84,642$ 104,643$ 20,001$

Branch B1 Tile 66,318$ 99,574$ 33,256$

Branch D Tile 70,051$ 109,486$ 39,435$

Branch H Tile 116,337$ 201,989$ 85,652$

Branch L Tile 22,055$ 30,024$ 7,969$

Branch P1 Tile 144,384$ 208,803$ 64,419$

Existing Branch S + SX Tile/Proposed

Branch S Open Ditch 158,394$ 427,763$ 269,370$

Branch S Tile 704,780$ 1,659,674$ 954,893$

Branch S1 Tile 24,872$ 42,947$ 18,075$

Branch S2 Tile 58,264$ 77,680$ 19,416$

Branch S13 Tile 213,978$ 308,372$ 94,393$

Branch S16 Tile 26,241$ 30,037$ 3,796$

Branch S21 Tile 30,370$ 39,258$ 8,888$

Branch S22 Tile 46,225$ 56,679$ 10,455$

Branch S23 Tile -$ 19,077$ 19,077$

Branch S24 Tile -$ 13,674$ 13,674$

Branch S26 Tile -$ 19,590$ 19,590$

Branch U Tile 285,382$ 602,653$ 317,271$

Branch W Tile 203,553$ 347,171$ 143,618$

Branch HH Tile 63,710$ 96,326$ 32,616$

Branch JJ Tile 129,016$ 195,602$ 66,586$

Branch JJ1 Tile 42,556$ 41,416$ (1,140)$

Branch KK Tile 131,243$ 159,379$ 28,136$

Branch KK1 Tile 88,790$ 114,160$ 25,370$

Branch RR Tile 308,224$ 604,707$ 296,483$

Branch RR8 Tile 13,522$ 35,688$ 22,165$

Branch SS Tile 75,258$ 145,034$ 69,776$

Branch TT Tile 430,871$ 750,233$ 319,362$

Branch WW Tile 184,426$ 276,984$ 92,558$

Branch WW3 Tile 22,598$ 28,045$ 5,447$

Branch WW4 Tile 31,797$ 38,034$ 6,238$

Branch WW5 Tile 21,693$ 30,834$ 9,141$

Basin 1 -$ 909,396$ 909,396$

Basin 2 -$ 744,044$ 744,044$

Basin 3 -$ 408,068$ 408,068$

Basin 4 -$ 405,080$ 405,080$

JD 9 Storage Basin Association -$ (517,556)$ (517,556)$

Subtotal without Road Crossings 6,153,513$ 13,136,336$ 6,982,823$

Road Authority Cost 506,196$ 506,196$ -$

Damages Paid To Road Authority 162,055$ 386,803$ 224,747.55$

Total 6,821,764$ 14,029,335$ 7,207,570$

13,523,139$

7,207,570$

101,394$

232,291$

13,856,824$

7,500,000$

292,430$

Benefits (Per Ditch Viewer Report)

Net Benefit

Net Costs

Redetermination of Benefits Costs

Permanent Damages (Buffer Strip Acqusition)

Total Project Costs for Landowners

Subtotal Landowner Costs


Page 4

The preliminary estimated construction cost for Jackson and Nobles County Judicial Ditch No. 13 Improvement is approximately $1,033,035 for improving the existing open ditch, approximately $1,020,783 for the proposed open ditches, approximately $9,078,900 for the mainline and branch tile without road crossings, approximately $2,512,147 for the storage basins which $517,556 being

associated to the JD 9 watershed. The total estimated construction cost without crossings for the project is $13,653,892.

It is estimated that the Separable Maintenance cost for the project without road crossings is approximately $809,761 for the existing open ditch, $505,699 for the proposed open ditch and approximately $4,838,054 for the tile mainline and branches without road crossings. The total Separable Maintenance cost for the project is $6,153,513. The result is an overall net cost of $6,982,823 for the project after factoring in separable maintenance and without road crossing costs.

When the system crosses a roadway, a portion of the cost is assessed to the road authority responsible for that roadway. After factoring in the road crossing costs, the total landowner cost is estimated at $14,029,335, the costs assessed to road authorities is $506,196, and the net cost of the project is $7,207,570. Due to the size of the JD 13 system, it is recommended that the bid be broken up into multiple bid packages in order for contractors to feasibly bond and construct the project.

Table 2: Cost Estimate Summary

AreaSeparable

Maintenance

Improvement

CostNet Cost

Branch KK2 Tile 53,788$ 56,887$ 3,098$

Alternative Basin 1 -$ (32,685)$ (32,685)$

Alternative Basin 4 -$ 1,246$ 1,246$

Subtotal without Road Crossings 53,788$ 25,448$ (28,340)$

Road Authority Cost -$ -$ -$

Damages Paid To Road Authority -$ -$ -$

Total 53,788$ 25,448$ (28,340)$

25,448$

(28,340)$

25,448$

AreaSeparable

Maintenance

Improvement

CostNet Cost

FER - Submitted 6,153,513$ 13,136,336$ 6,982,823$

FER - Additions 53,788$ 25,448$ (28,340)$



Damages Paid To Road Authority 162,055$ 386,803$ 224,747.55$

Total 6,875,552$ 14,054,783$ 7,179,230$

13,548,587$

7,179,230$

101,394$

232,291$

13,882,272$

7,500,000$

320,770$


Grant Total Project Costs for Landowners

Benefits (Per Ditch Viewer Report)

Net Benefit


GRAND TOTAL COST SUMMARY


Net Costs


PROPOSED ADDITION IMPROVEMENT COST SUMMARY


Net Costs


Page 5

With the changes that have occurred since submitting the Final Engineer’s Report, the addition of Branch KK2, Alternative Basin 1 and Alternative Basin 4, the project costs have increased by approximately $25,448. Alternative Basin 1 has decreased the project costs by relocating the basin. Therefore the total improvement costs for the JD 13 system is approximately $14,054,783 including road authority costs.

The total separable maintenance is approximately $6,875,552 including road authority costs, therefore the net cost of the project is approximately $7,179,230. The viewers has given ISG an estimated benefit amount of approximately $7,500,000, therefore the net benefit of the proposed project is approximately $320,770. Since the proposed benefits are higher than the proposed costs to construct the project, the proposed project for the Judicial Ditch No. 13 system is feasible.

After factoring in road authority costs, permanent damages due to buffer strip acquisition and redetermination of benefits costs that total project costs for the improvement of JD 13 is approximately

$13,882,272.

CONCLUSIONS + RECOMMENDATIONS

The improvements proposed above to Jackson and Nobles County Judicial Ditch No. 13 are cleaning all of the mainline open ditch from the outlet in the SE ¼ of the SW ¼ of Section 7 of Sioux Valley Township to the existing mainline tile outlet in the NE ¼ of the SW ¼ of Section 30 of Ewington Township. The proposed project will also construct a new mainline open ditch from the existing open ditch to the NW ¼ of the NE ¼ of Section 25 of Lorain Township as well as Branch S open ditch from the NE ¼ of the SE ¼ of Section 25 of Lorain Township to the SW ¼ of the SE ¼ of Section 25 of Lorain Township. The improvements will replace and improve the following buried tile: the mainline, Branches; A, A1, B, B1,

D, L, P1, S2, S13, S16, S21, S22, S23, S24, S26, V, W, HH, JJ, JJ1, KK, KK1, KK3, RR8, WW, WW3, WW4 and WW5, partial replacement of Branches; H, P, S, S1, U, RR, SS, and TT. The proposed project will replace and improve Branch KK2 as well.

The proposed improvement project will construct 4 storage basins throughout the JD 13 watershed that will increase the water quality of the system as well as closely match or reduce the peak flowrates and water surface elevations at the outlet.

The project, as proposed, is practical and feasible and its necessity has been described above. The project will be a public benefit and contribute to the public welfare of this area. Therefore, the project should be considered for final approval, as described in this report.

It is recommended that the Ditch Authority call the Final Hearing for this project and submit this report to the regulatory agencies for input related to, among others, environmental concerns. If this project is received favorably at the Final Hearing, then detailed plans should be prepared and the project constructed


Appendix A

APPENDIX A: REPAIRS


Appendix B

APPENDIX B: PRELIMINARY COST ESTIMATE

July 31, 2019

AreaSeparable

MaintenanceImprovement Cost Net Cost

Main Existing Open Ditch 809,761$ 1,033,035$ 223,274$

Existing Main Tile/Proposed Main

Open Ditch 347,305$ 593,020$ 245,715$

Main Tile 1,093,828$ 2,481,651$ 1,387,823$

Branch A Tile 66,897$ 75,487$ 8,590$

Branch A1 Tile 36,174$ 33,989$ (2,185)$

Branch B Tile 84,642$ 104,643$ 20,001$

Branch B1 Tile 66,318$ 99,574$ 33,256$

Branch D Tile 70,051$ 109,486$ 39,435$

Branch H Tile 116,337$ 201,989$ 85,652$

Branch L Tile 22,055$ 30,024$ 7,969$

Branch P1 Tile 144,384$ 208,803$ 64,419$

Existing Branch S + SX Tile/Proposed

Branch S Open Ditch 158,394$ 427,763$ 269,370$

Branch S Tile 704,780$ 1,659,674$ 954,893$

Branch S1 Tile 24,872$ 42,947$ 18,075$

Branch S2 Tile 58,264$ 77,680$ 19,416$

Branch S13 Tile 213,978$ 308,372$ 94,393$

Branch S16 Tile 26,241$ 30,037$ 3,796$

Branch S21 Tile 30,370$ 39,258$ 8,888$

Branch S22 Tile 46,225$ 56,679$ 10,455$

Branch S23 Tile -$ 19,077$ 19,077$

Branch S24 Tile -$ 13,674$ 13,674$

Branch S26 Tile -$ 19,590$ 19,590$

Branch U Tile 285,382$ 602,653$ 317,271$

Branch W Tile 203,553$ 347,171$ 143,618$

Branch HH Tile 63,710$ 96,326$ 32,616$

Branch JJ Tile 129,016$ 195,602$ 66,586$

Branch JJ1 Tile 42,556$ 41,416$ (1,140)$

Branch KK Tile 131,243$ 159,379$ 28,136$

Branch KK1 Tile 88,790$ 114,160$ 25,370$

Branch RR Tile 308,224$ 604,707$ 296,483$

Branch RR8 Tile 13,522$ 35,688$ 22,165$

Branch SS Tile 75,258$ 145,034$ 69,776$

Branch TT Tile 430,871$ 750,233$ 319,362$

Branch WW Tile 184,426$ 276,984$ 92,558$

Branch WW3 Tile 22,598$ 28,045$ 5,447$

Branch WW4 Tile 31,797$ 38,034$ 6,238$

Branch WW5 Tile 21,693$ 30,834$ 9,141$

Basin 1 -$ 909,396$ 909,396$

Basin 2 -$ 744,044$ 744,044$

Basin 3 -$ 408,068$ 408,068$

Basin 4 -$ 405,080$ 405,080$

JD 9 Storage Basin Association -$ (517,556)$ (517,556)$

Fill Areas -$ 54,585$ 54,585$



Damages Paid To Road Authority 162,055$ 386,803$ 224,748$

Total 6,821,764$ 14,029,335$ 7,207,570$

13,523,139$

7,207,570$

101,394$

232,291$

13,856,824$

7,500,000$ 292,430$

JACKSON & NOBLES COUNTYJUDICIAL DITCH No. 13

PROPOSED IMPROVEMENT COST SUMMARY

Benefits (Per Ditch Viewer Report)Net Benefit


Net Costs




July 31, 2019

JACKSON & NOBLES COUNTYJUDICIAL DITCH No. 13

AreaSeparable


Branch KK2 Tile 53,788$ 56,887$ 3,098$ Alternative Basin 1 -$ (32,685)$ (32,685)$ Alternative Basin 4 -$ 1,246$ 1,246$

Subtotal without Road Crossings 53,788$ 25,448$ (28,340)$ Road Authority Cost -$ -$ -$

Damages Paid To Road Authority -$ -$ -$

Total 53,788$ 25,448$ (28,340)$

25,448$ (28,340)$ 25,448$

AreaSeparable


FER - Submitted 6,153,513$ 13,136,336$ 6,982,823$ FER - Additions 53,788$ 25,448$ (28,340)$

Subtotal without Road Crossings 6,207,301$ 13,161,784$ 6,954,483$ Road Authority Cost 506,196$ 506,196$ -$

Damages Paid To Road Authority 162,055$ 386,803$ 224,748$

Total 6,875,552$ 14,054,783$ 7,179,230$

13,548,587$ 7,179,230$

101,394$ 232,291$

13,882,272$

7,500,000$ 320,770$


Grant Total Project Costs for Landowners

Benefits (Per Ditch Viewer Report)Net Benefit

Net CostsRedetermination of Benefits Costs



GRAND TOTAL COST SUMMARY

PROPOSED ADDITION IMPROVEMENT COST SUMMARY

Subtotal Landowner CostsNet Costs

Item No. Item Unit Quantity Unit Price Amount

101 MOBILIZATION LS 1 1,840.00$ 1,840$

102 TILE INVESTIGATION HR 4 106.50$ 426$

103 10-INCH AGRICULTURAL TILE LF 1725 16.48$ 28,428$

104 GRANULAR PIPE FOUNDATION CY 94 24.21$ 2,281$

105 INSTALL DROP INTAKE (18-INCH) EA 2 1,117.55$ 2,235$

106 CAP DROP INTAKE (18-INCH) EA 1 463.50$ 464$

107 CONNECT EXISTING TILE (SIZE & MATERIAL MAY VARY) EA 7 412.00$ 2,884$

38,600$

3,860$

42,460$

AC 3.96 550.00$ 2,178$

2,123$

1,294$

2,548$

3,185$

53,788$

53,788$

53,788$

REPORTS, PLANS AND SPECIFICATIONS

JACKSON & NOBLES COUNTYJUDICIAL DITCH No. 13July 26, 2019

SEPARABLE MAINTANENCE (REPAIR)

Branch KK2 Tile

TOTAL

10% UNFORSEEN

SUBTOTAL

TEMPORARY DAMAGES

COUNTY ADMINISTRATION COSTS

TOPOGRAPHIC SURVEY

CONSTRUCTION STAKING & ADMINISTRATION

TOTAL BRANCH KK2 TILE REPAIR COST

TOTAL ADDITIONAL REPAIR COST

Branch KK2 Tile

COMPLETE ADDITIONAL REPAIR COST


101 MOBILIZATION LS 1 1,940.00$ 1,940$

102 TILE INVESTIGATION HR 4 106.50$ 426$

103 12-INCH AGRICULTURAL TILE LF 1725 17.51$ 30,205$

104 GRANULAR PIPE FOUNDATION CY 102.5 24.21$ 2,481$

105 INSTALL DROP INTAKE (18-INCH) EA 2 1,117.55$ 2,235$

106 CAP DROP INTAKE (18-INCH) EA 1 463.50$ 464$

107 CONNECT EXISTING TILE (SIZE & MATERIAL MAY VARY) EA 7 412.00$ 2,884$

40,634$

4,063$

44,697$

AC 3.96 550.00$ 2,178$

2,235$

1,294$

3,129$

3,353$

56,887$


101 MOBILIZATION LS 1 28,080.00$ 28,080$

102 POND COMMON EXCAVATION (CV) (PV) CY 118,007 3.09$ 364,642$

103 20-FOOT x 5-FOOT RC BOX CULVERT LF 85 1,699.50$ 144,458$

104 CONSTRUCT LOW FLOW WEIR EA 1 16,995.00$ 16,995$

105 60-INCH CLASS III RCP PIPE LF 85 192.10$ 16,328$

106 60-INCH RCP APRON EA 1 1,797.35$ 1,797$

107 CLASS III RIPRAP WITH GEOTEXTILE FABRIC CY 120 63.86$ 7,663$

10816.5' BUFFER STRIP SEEDING

(SEED MIX: BUFFER BLEND WITH TYPE 3 MULCH)AC 0.91 1,199.95$ 1,092$

109STANDARD SIDESLOPE SEEDING


110 BUFFER STRIP MOWING AC 2.28 87.55$ 200$

111 WEED SPRAYING AC 18.30 154.50$ 2,827$

589,538$

58,954$

648,492$

AC 23.94 550.00$ 13,167$

AC 13.63 6,500.00$ 88,595$

32,425$

-$

45,395$

48,637$

876,711$

Alternative Basin 1

TOTAL

10% UNFORSEEN

SUBTOTAL

TEMPORARY DAMAGES

LAND ACQUISTION/ PERMANENT DAMAGES


TOPOGRAPHIC SURVEY



TOTAL ALTERNATIVE BASIN 1 IMPROVEMENT COST

SUBTOTAL


TOPOGRAPHIC SURVEY

JACKSON & NOBLES COUNTY

JUDICIAL DITCH No. 13

July 26, 2019

PROPOSED IMPROVEMENT - ADDITIONS

Branch KK2 Tile

10% UNFORSEEN

TOTAL

TEMPORARY DAMAGES



TOTAL BRANCH KK2 TILE IMPROVEMENT COST


101 MOBILIZATION LS 1 13,410.00$ 13,410$

102 POND COMMON EXCAVATION (CV) (PV) CY 75,151 3.09$ 232,217$

103 INSTALL STRUCTURE S-1 WITH GALVINIZED GRATE EA 1 10,300.00$ 10,300$

104 30-INCH CLASS III RCP PIPE LF 30 78.54$ 2,356$

105 30-INCH RCP APRON EA 1 901.25$ 901$

10642-INCH TILE OUTLET

(20 LF OF PIPE & RIPRAP ON GEOTEXTILE FABRIC)EA 1 1,596.50$ 1,597$

10718-INCH TILE OUTLET

(20 LF OF PIPE & RIPRAP ON GEOTEXTILE FABRIC)EA 1 885.80$ 886$

108 REMOVE EXISTING TILE (SIZE & MATERIAL MAY VARY) LF 718 5.15$ 3,698$

109 CLASS III RIPRAP WITH GEOTEXTILE FABRIC CY 30 63.86$ 1,916$

11016.5' BUFFER STRIP SEEDING

(SEED MIX: BUFFER BLEND WITH TYPE 3 MULCH)AC 0.58 1,199.95$ 701$

111STANDARD SIDESLOPE SEEDING


112 BUFFER STRIP MOWING AC 1.17 87.55$ 102$

113 WEED SPRAYING AC 5.94 154.50$ 918$

281,461$

28,146$

309,607$

AC 17.39 550.00$ 9,565$

AC 4.12 6,500.00$ 26,780$

15,481$

-$

21,673$

23,221$

406,327$

56,887$

876,711$

406,327$

56,887$

Alternative Basin 1

Alternative Basin 4

TOTAL ALTERNATIVE BASIN 4 IMPROVEMENT COST

COMPLETE ADDITIONAL IMPROVEMENT COST

TOTAL ADDITIONAL IMPROVEMENT COST

Branch KK2 Tile

Alternative Basin 4

TOTAL

10% UNFORSEEN

SUBTOTAL

TEMPORARY DAMAGES

LAND ACQUISTION/ PERMANENT DAMAGES


TOPOGRAPHIC SURVEY




Appendix C

APPENDIX A:

NDIX A:

APPENDIX C: PRELIMINARY CONSTRUCTION PLANS

ROUND LAKEPLUM LAKE

ILLINOISLAKE

OCHEDA LAKE

36

30 29

2019

18 17

87

6 5

30 29 28 27 26 25

242322212019

18 17 16 15 14 13

121110987

6 5 4 3 2 1

35343332

30 29 28 27 26 25

242322212019

18 17 16 15 14 13

121110987

3231

30 29

2019

18 17

87

252627282930

242322212019

131415161718

121110987

123456

363534333231

252627282930

242322212019

131415161718

121110987

31

117OF

THIS DOCUMENT IS THE PROPERTY OF ISG AND MAY

NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR

WRITTEN CONSENT.

PROJECT

PROJECT NO.

FILE NAME

DESIGNED BY

DRAWN BY

TITLE

ISSUE DATE

CLIENT PROJECT NO.

SHEET

REVIEWED BY

NO DATE DESCRIPTION

REVISION SCHEDULE

15932 TITLE

10

13-15932

SMW

BMP

CJB/ BMP

--/--/--

-

OVERALLWATERSHED

JUDICIAL DITCHNO. 13

IMPROVEMENTSJACKSON & NOBLES COUNTIES MINNESOTA

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

KEY PLAN

LIC. NO.DATE




LANDSCAPE ARCHITECT UNDER THE LAWS OF THE

STATE OF MINNESOTA.

LIC. NO.DATE

CHARLES J. BRANDEL

43359

JACKSON & NOBLESCOUNTIES

N

JACKSON AND NOBLES COUNTIES

JUDICIAL DITCH 13 OVERALL WATERSHED

TOTAL WATERSHED AREA= 16,899 AC.

POTENTIAL WATERSHED AREA= 16,612 AC.





NO

BLE

S C

OU

NT

Y

JA

CK

SO

N C

OU

NT

Y

NO

BLE

S C

OU

NT

Y

JA

CK

SO

N C

OU

NT

Y

LEGEND

EXISTING OPEN DITCH

PROPOSED OPEN DITCH

PROPOSED DITCH CLEANING

EXISTING TILE

POTENTIAL EXISTING COUNTY

TILE

PROPOSED TILE

POTENTIAL AREA TO BE ADDED

TO JD 13 WATERSHED

POTENTIAL AREA TO BE

REMOVED FROM JD 13

WATERSHED

PLUM LAKE

ILLINOISLAKE

36

18 17

87

6

16 15 14 13

1211109

4 3 2 1

353433 31

Crossing # Location Proposed Type Proposed Size

(in)

Proposed Slope

(%)

Drainage Area

(Acres)

Proposed Drainage

Coefficient

(in/day)

1 375th Avenue

Bridge

- - - 23895 0.51

2 Field Crossing RCP BOX CULVERT 5 x 20 ft 0.08% 22460 0.77

3

750th Street

Culvert

- - - 21515 1.42

4

360th Avenue

Culvert

- - -

20345 1.80

5 CSAH 5

Bridge

- - - 19674 0.70


7 340th Avenue

Culvert

- - - 18503 1.43

8 CSAH 3

Culvert

- - - 18044 1.72

9 CR 68

Culvert

- - - 17954 1.48

10 320th Avenue

Culvert

- - - 17096 1.03

11

770th Street

Culvert

- - - 9913 1.84

12 MN 264 RCP BOX CULVERT 8 x 8 ft 0.07% 7781

1.14

13 Field Crossing RCP ROUND CULVERT 84 in 0.06% 4554 0.82


117OF



WRITTEN CONSENT.

PROJECT

PROJECT NO.

FILE NAME

DESIGNED BY

DRAWN BY

TITLE

ISSUE DATE

CLIENT PROJECT NO.

SHEET

REVIEWED BY

NO DATE DESCRIPTION

REVISION SCHEDULE

15932 TITLE

11

13-15932

SMW

BMP

CJB/ BMP

--/--/--

-

WATERSHEDEAST







STATE OF MINNESOTA.

KEY PLAN

LIC. NO.DATE





STATE OF MINNESOTA.

LIC. NO.DATE

CHARLES J. BRANDEL

43359


N

JACKSON AND NOBLES COUNTIES JUDICIAL

DITCH 13 OVERALL WATERSHED



360T

H A

VE

NU

E

750TH STREET

375T

H A

VE

NU

E

B

R

A

N

C

H

X

X

CR 68

MAIN

MAIN

M

A

I

N

CS

AH

5

340T

H A

VE

NU

E

740TH STREET

730TH STREET

BR

AN

CH

V

V

B

R

A

N

C

H

T

T

BRANCH TT

B

R

A

N

C

H

T

T

B

R

A

N

C

H

T

T

3

B

R

A

N

C

H

S

S

3

BR

AN

CH

S

S2

B

R

A

N

C

H

S

S

1

B

R

A

N

C

H

S

S

B

R

A

N

C

H

P

P

B

R

A

N

C

H

O

O

B

R

A

N

C

H

N

N

B

R

A

N

C

H

M

M

B

R

A

N

C

H

R

R

B

R

A

N

C

H

R

R

B

R

A

N

C

H

R

R

BRANCH RR8

B

R

A

N

C

H

R

R

6

B

R

A

N

C

H

R

R

5

B

R

A

N

C

H

Q

Q

B

R

A

N

C

H

Q

Q

1

B

R

A

N

C

H

Q

Q

B

R

A

N

C

H

K

K

BR

AN

C

H

K

K1

B

R

A

N

C

H

K

K

2

BR

AN

CH

K

K

BRANCH KK3

BRANCH TT5

BRANCH TT4

BRANCH TT2

BRANCH TT1

BRANCH LL

B

R

A

N

C

H

R

R

2

B

R

A

N

C

H

R

R

4

B

R

A

N

C

H

R

R

3

BRANCH RR1

B

R

A

N

C

H

J

J

BR

AN

CH

JJ1

B

R

A

N

C

H

H

H

BRANCH GG

BRANCH FF

B

R

A

N

C

H

E

E

B

R

A

N

C

H

D

D

BRANCH RR7

PROPOSED BASIN 2

PROPOSED FILL

AREA, TYP.

EXISTING NORTHERN

NATURAL GAS LINE, TYP.

39 ACRES

13 ACRES

17 ACRES

14 ACRES

23 ACRES

17 ACRES

LEGEND

EXISTING OPEN DITCH

PROPOSED OPEN DITCH


EXISTING TILE


TILE

PROPOSED TILE


TO JD 13 WATERSHED


REMOVED FROM JD 13

WATERSHED

PROPOSED BASIN 1

382 ACRES

CULVERT #1

CULVERT #2

CULVERT #3

CULVERT #4

CULVERT #5

CULVERT #6

CULVERT #7

ALTERNATIVE BASIN 1

6 5 4

3332

30 29 28

212019

12

3635

2526

2423

31


(in)

Proposed Slope

(%)

Drainage Area

(Acres)

Proposed Drainage

Coefficient

(in/day)

1 375th Avenue

Bridge

- - - 23895 0.51


3 750th Street

Culvert

- - - 21515 1.42

4

360th Avenue

Culvert

- - -

20345 1.80

5 CSAH 5

Bridge

- - - 19674 0.70


7 340th Avenue

Culvert

- - - 18503 1.43

8 CSAH 3

Culvert

- - - 18044 1.72

9 CR 68

Culvert

- - -

17954 1.48

10 320th Avenue

Culvert

- - - 17096 1.03

11 770th Street

Culvert

- - - 9913 1.84

12 MN 264 RCP BOX CULVERT

8 x 8 ft

0.07% 7781 1.14



117OF



WRITTEN CONSENT.

PROJECT

PROJECT NO.

FILE NAME

DESIGNED BY

DRAWN BY

TITLE

ISSUE DATE

CLIENT PROJECT NO.

SHEET

REVIEWED BY

NO DATE DESCRIPTION

REVISION SCHEDULE

15932 TITLE

12

13-15932

SMW

BMP

CJB/ BMP

--/--/--

-

WATERSHEDCENTRAL







STATE OF MINNESOTA.

KEY PLAN

LIC. NO.DATE





STATE OF MINNESOTA.

LIC. NO.DATE

CHARLES J. BRANDEL

43359


N

JACKSON AND NOBLES COUNTIES JUDICIAL

DITCH 13 OVERALL WATERSHED



340T

H A

VE

NU

E

MAIN


JUDICIAL DITCH 9 WATERSHED



B

R

A

N

C

H

K

K

BR

AN

CH

KK

1

B

R

A

N

C

H

H

H

BRANCH GG

BRANCH FF

B

R

A

N

C

H

E

E

B

R

A

N

C

H

D

D

B

R

A

N

C

H

D

X

B

R

A

N

C

H

W

W

B

R

A

N

C

H

W

W

1

B

R

A

N

C

H

W

W

2B

R

A

N

C

H

W

W

4

BRANCH WW5

BRANCH WW

BRANCH WW3

MAIN

M

A

I

N

M

A

I

N

MAIN

BRANCH W1

BRANCH W3

BRANCH W2

BR

AN

CH

Y

B

R

A

N

C

H

W

BRANCH W

J

D

9

M

A

I

N

L

I

N

E

B

R

A

N

C

H

V

BR

AN

C

H

U

B

R

A

N

C

H

U

1

B

R

A

N

C

H

U

1

B

R

A

N

C

H

U

2

B

R

A

N

C

H

U

3

BR

AN

CH

U

4

BR

AN

CH

U5

B

R

A

N

C

H

U

6

B

R

A

N

C

H

U

B

R

A

N

C

H

T

B

R

A

N

C

H

S

X

B

R

A

N

C

H

S

B

R

A

N

C

H

S

B

R

A

N

C

H

S

1

B

R

A

N

C

H

S

2

BRANCH S3

BRANCH S4

B

R

A

N

C

H

S

1

B

R

A

N

C

H

S

5

B

R

A

N

C

H

S

6

B

R

A

N

C

H

S

7

B

R

A

N

C

H

S

9

BRANCH S8

BRANCH S10

B

R

A

N

C

H

S

1

1

BRANCH S11

BRANCH S12

BRANCH S17

B

R

A

N

C

H

S

1

3

BRANCH R

BRANCH Q

B

R

A

N

C

H

P

1

B

R

A

N

C

H

P

BR

AN

CH

P

B

R

A

N

C

H

P

2

B

R

A

N

C

H

P

3

B

R

A

N

C

H

P

BRANCH N

BRANCH L

B

R

A

N

C

H

M

B

R

A

N

C

H

K

B

R

A

N

C

H

J

BRANCH H

BRANCH H1

BRANCH JJ

CR 68

BRANCH CC

BRANCH BB

BRANCH AA

770TH STREET

CS

AH

3

320T

H A

VE

NU

E

TH

264

270TH STREET

NO

BLE

S C

OU

NT

Y

JA

CK

SO

N C

OU

NT

Y

NO

BLE

S C

OU

NT

Y

JA

CK

SO

N C

OU

NT

Y

280TH STREET

CSAH 34

CSAH 35

WA

SS

A

VE

NU

E

ULR

IC

H A

VE

NU

E

790TH STREET

250TH STREET

BRANCH O

PROPOSED FILL

AREA, TYP.

EXISTING NORTHERN NATURAL

GAS LINE, TYP.

41 ACRES

133 ACRES

171 ACRES

PROPOSED BASIN 3

PROPOSED

BASIN 4

LEGEND

EXISTING OPEN DITCH

PROPOSED OPEN DITCH


EXISTING TILE


TILE

PROPOSED TILE


TO JD 13 WATERSHED


REMOVED FROM JD 13

WATERSHED

1,104 ACRES

WINDMILL, TYP.

CULVERT #7

CULVERT #8

CULVERT #9

CULVERT #10

CULVERT #11

CULVERT #12

CULVERT #13

CULVERT #14

ALTERNATIVE

BASIN 4

3534333231

2627282930

2322212019

1415161718


(in)

Proposed Slope

(%)

Drainage Area

(Acres)

Proposed Drainage

Coefficient

(in/day)

1

375th Avenue

Bridge

- - -

23895 0.51

2 Field Crossing RCP BOX CULVERT

5 x 20 ft

0.08% 22460 0.77

3 750th Street

Culvert

- - - 21515 1.42

4 360th Avenue

Culvert

- - - 20345 1.80

5 CSAH 5

Bridge

- - - 19674 0.70

6 Field Crossing RCP BOX CULVERT

9 x 12 ft

0.12% 19674 1.22

7 340th Avenue

Culvert

- - - 18503 1.43

8 CSAH 3

Culvert

- - - 18044 1.72

9 CR 68

Culvert

- - -

17954 1.48

10 320th Avenue

Culvert

- - - 17096 1.03

11 770th Street

Culvert

- - - 9913 1.84

12 MN 264 RCP BOX CULVERT 8 x 8 ft 0.07% 7781

1.14

13 Field Crossing RCP ROUND CULVERT 84 in 0.06%

4554

0.82

14

Field Crossing

RCP ROUND CULVERT

84 in

0.11% 3227 1.57

117OF



WRITTEN CONSENT.

PROJECT

PROJECT NO.

FILE NAME

DESIGNED BY

DRAWN BY

TITLE

ISSUE DATE

CLIENT PROJECT NO.

SHEET

REVIEWED BY

NO DATE DESCRIPTION

REVISION SCHEDULE

15932 TITLE

13

13-15932

SMW

BMP

CJB/ BMP

--/--/--

-

WATERSHEDWEST







STATE OF MINNESOTA.

KEY PLAN

LIC. NO.DATE





STATE OF MINNESOTA.

LIC. NO.DATE

CHARLES J. BRANDEL

43359


N





250TH STREET

BRANCH P

INTERSTATE 90

CSAH 35

270TH STREET

280TH STREET

RO

BE

RT

S A

VE

NU

E

SU

ND

BE

RG

A

VE

NU

E

CS

AH

3

ULR

IC

H A

VE

NU

E

WA

SS

A

VE

NU

E

B

R

A

N

C

H

P

2

BRANCH P3

B

R

A

N

C

H

P

BR

AN

CH

P

1

B

R

A

N

C

H

S

BR

AN

CH

S

BR

AN

C

H

S

BRANCH S9

BRANCH S10

BRANCH S11

B

R

A

N

C

H

S

1

1

BRANCH S12

B

R

A

N

C

H

S

1

3

BRANCH S13

BRANCH S14

BRANCH S15

BRANCH S16

BRANCH S17

B

R

A

N

C

H

S

1

8

BRANCH S19

BRANCH S20

BRANCH S21

B

R

A

N

C

H

S

2

2

BRANCH S23

BRANCH S24

B

R

A

N

C

H

S

2

5

BRANCH S26

BRANCH S26

BR

AN

C

H

A

B

R

A

N

C

H

A

1

BR

AN

C

H

B

1

B

R

A

N

C

H

B

MAIN

M

A

I

N

M

A

I

N

MAIN

B

R

A

N

C

H

C

1

BRANCH C

BRANCH C2

B

R

A

N

C

H

C

3

BRANCH C4

BR

AN

CH

D

B

R

A

N

C

H

E

BR

AN

CH

F

BRANCH G

BRANCH H1

B

R

A

N

C

H

H

BRANCH H2

B

R

A

N

C

H

J

B

R

A

N

C

H

K

BRANCH L

B

R

A

N

C

H

M

BRANCH H3

BRANCH H4

BRANCH H5

EXISTING NORTHERN


45 ACRES

41 ACRES

8 ACRES

4 ACRES

8 ACRES

10 ACRES

PROPOSED BASIN 3

PROPOSED

BASIN 4

LEGEND

EXISTING OPEN DITCH

PROPOSED OPEN DITCH


EXISTING TILE


TILE

PROPOSED TILE


TO JD 13 WATERSHED


REMOVED FROM JD 13

WATERSHED

PLUM LAKE

ILLINOISLAKE

36

18 17

87

6

16 15 14 13

1211109

4 3 2 1

353433 31

117OF



WRITTEN CONSENT.

PROJECT

PROJECT NO.

FILE NAME

DESIGNED BY

DRAWN BY

TITLE

ISSUE DATE

CLIENT PROJECT NO.

SHEET

REVIEWED BY

NO DATE DESCRIPTION

REVISION SCHEDULE

15932 SPOILS

25

13-15932

SMW

BMP

CJB/ BMP

--/--/--

-

SPOIL AREASEAST







STATE OF MINNESOTA.

KEY PLAN

LIC. NO.DATE





STATE OF MINNESOTA.

LIC. NO.DATE

CHARLES J. BRANDEL

43359


N





360T

H A

VE

NU

E

750TH STREET

375T

H A

VE

NU

E

B

R

A

N

C

H

X

X

CR 68

MAIN

MAIN

M

A

I

N

CS

AH

5

340T

H A

VE

NU

E

740TH STREET

730TH STREET

BR

AN

CH

V

V

B

R

A

N

C

H

T

T

BRANCH TT

B

R

A

N

C

H

T

T

B

R

A

N

C

H

T

T

3

B

R

A

N

C

H

S

S

3

BR

AN

CH

S

S2

B

R

A

N

C

H

S

S

1

B

R

A

N

C

H

S

S

B

R

A

N

C

H

P

P

B

R

A

N

C

H

O

O

B

R

A

N

C

H

N

N

B

R

A

N

C

H

M

M

B

R

A

N

C

H

R

R

B

R

A

N

C

H

R

R

B

R

A

N

C

H

R

R

BRANCH RR8

B

R

A

N

C

H

R

R

6

B

R

A

N

C

H

R

R

5

B

R

A

N

C

H

Q

Q

B

R

A

N

C

H

Q

Q

1

B

R

A

N

C

H

Q

Q

B

R

A

N

C

H

K

K

BR

AN

C

H

K

K1

B

R

A

N

C

H

K

K

2

BR

AN

CH

K

K

BRANCH KK3

BRANCH TT5

BRANCH TT4

BRANCH TT2

BRANCH TT1

BRANCH LL

B

R

A

N

C

H

R

R

2

B

R

A

N

C

H

R

R

4

B

R

A

N

C

H

R

R

3

BRANCH RR1

B

R

A

N

C

H

J

J

BR

AN

CH

JJ1

B

R

A

N

C

H

H

H

BRANCH GG

BRANCH FF

B

R

A

N

C

H

E

E

B

R

A

N

C

H

D

D

BRANCH RR7

PROPOSED BASIN 2

PROPOSED BASIN 1

PROPOSED FILL AREA #1

11.50 AC.

EXISTING NORTHERN


LEGEND

EXISTING OPEN DITCH

PROPOSED OPEN DITCH


EXISTING TILE

PROPOSED TILE

16.5' SPOIL AREA

ADDITIONAL FILL AREAS


12.57 AC.


12.23 AC.

ALTERNATIVE BASIN 1

6 5 4

3332

30 29 28

212019

12

3635

2526

2423

31

117OF



WRITTEN CONSENT.

PROJECT

PROJECT NO.

FILE NAME

DESIGNED BY

DRAWN BY

TITLE

ISSUE DATE

CLIENT PROJECT NO.

SHEET

REVIEWED BY

NO DATE DESCRIPTION

REVISION SCHEDULE

15932 SPOILS

26

13-15932

SMW

BMP

CJB/ BMP

--/--/--

-

SPOIL AREASCENTRAL







STATE OF MINNESOTA.

KEY PLAN

LIC. NO.DATE





STATE OF MINNESOTA.

LIC. NO.DATE

CHARLES J. BRANDEL

43359


N

JACKSON AND NOBLES COUNTIES JUDICIAL DITCH 13

OVERALL WATERSHED



340T

H A

VE

NU

E

MAIN


JUDICIAL DITCH 9 WATERSHED



B

R

A

N

C

H

K

K

BR

AN

CH

KK

1

B

R

A

N

C

H

H

H

BRANCH GG

BRANCH FF

B

R

A

N

C

H

E

E

B

R

A

N

C

H

D

D

B

R

A

N

C

H

D

X

B

R

A

N

C

H

W

W

B

R

A

N

C

H

W

W

1

B

R

A

N

C

H

W

W

2B

R

A

N

C

H

W

W

4

BRANCH WW5

BRANCH WW

BRANCH WW3

MAIN

M

A

I

N

M

A

I

N

MAIN

BRANCH W1

BRANCH W3

BRANCH W2

BR

AN

CH

Y

B

R

A

N

C

H

W

BRANCH W

J

D

9

M

A

I

N

L

I

N

E

B

R

A

N

C

H

V

BR

AN

C

H

U

B

R

A

N

C

H

U

1

B

R

A

N

C

H

U

1

B

R

A

N

C

H

U

2

B

R

A

N

C

H

U

3

BR

AN

CH

U

4

BR

AN

CH

U5

B

R

A

N

C

H

U

6

B

R

A

N

C

H

U

B

R

A

N

C

H

T

B

R

A

N

C

H

S

X

B

R

A

N

C

H

S

B

R

A

N

C

H

S

B

R

A

N

C

H

S

1

B

R

A

N

C

H

S

2

BRANCH S3

BRANCH S4

B

R

A

N

C

H

S

1

B

R

A

N

C

H

S

5

B

R

A

N

C

H

S

6

B

R

A

N

C

H

S

7

B

R

A

N

C

H

S

9

BRANCH S8

BRANCH S10

B

R

A

N

C

H

S

1

1

BRANCH S11

BRANCH S12

BRANCH S17

B

R

A

N

C

H

S

1

3

BRANCH R

BRANCH Q

B

R

A

N

C

H

P

1

B

R

A

N

C

H

P

BR

AN

CH

P

B

R

A

N

C

H

P

2

B

R

A

N

C

H

P

3

B

R

A

N

C

H

P

BRANCH N

BRANCH L

B

R

A

N

C

H

M

B

R

A

N

C

H

K

B

R

A

N

C

H

J

BRANCH H

BRANCH H1

BRANCH JJ

CR 68

BRANCH CC

BRANCH BB

BRANCH AA

770TH STREET

CS

AH

3

320T

H A

VE

NU

E

TH

264

270TH STREET

NO

BLE

S C

OU

NT

Y

JA

CK

SO

N C

OU

NT

Y

NO

BLE

S C

OU

NT

Y

JA

CK

SO

N C

OU

NT

Y

280TH STREET

CSAH 34

CSAH 35

WA

SS

A

VE

NU

E

ULR

IC

H A

VE

NU

E

790TH STREET

250TH STREET

BRANCH O


33.32 AC.

16.5' DITCH SPOIL

AREA

LEGEND

EXISTING OPEN DITCH

PROPOSED OPEN DITCH


EXISTING TILE

PROPOSED TILE

16.5' SPOIL AREA


PROPOSED BASIN 3

PROPOSED

BASIN 4


11.22 AC.


9.16 AC.

3534333231

2627282930

2322212019

1415161718

117OF



WRITTEN CONSENT.

PROJECT

PROJECT NO.

FILE NAME

DESIGNED BY

DRAWN BY

TITLE

ISSUE DATE

CLIENT PROJECT NO.

SHEET

REVIEWED BY

NO DATE DESCRIPTION

REVISION SCHEDULE

15932 SPOILS

27

13-15932

SMW

BMP

CJB/ BMP

--/--/--

-

SPOIL AREASWEST







STATE OF MINNESOTA.

KEY PLAN

LIC. NO.DATE





STATE OF MINNESOTA.

LIC. NO.DATE

CHARLES J. BRANDEL

43359


N





250TH STREET

BRANCH P

INTERSTATE 90

T

H

6

0

CSAH 35

270TH STREET

280TH STREET

RO

BE

RT

S A

VE

NU

E

SU

ND

BE

RG

A

VE

NU

E

CS

AH

3

ULR

IC

H A

VE

NU

E

WA

SS

A

VE

NU

E

B

R

A

N

C

H

P

2

BRANCH P3

B

R

A

N

C

H

P

BR

AN

CH

P

1

B

R

A

N

C

H

S

BR

AN

CH

S

BR

AN

C

H

S

BRANCH S9

BRANCH S10

BRANCH S11

B

R

A

N

C

H

S

1

1

BRANCH S12

B

R

A

N

C

H

S

1

3

BRANCH S13

BRANCH S14

BRANCH S15

BRANCH S16

BRANCH S17

B

R

A

N

C

H

S

1

8

BRANCH S19

BRANCH S20

BRANCH S21

B

R

A

N

C

H

S

2

2

BRANCH S23

BRANCH S24

B

R

A

N

C

H

S

2

5

BRANCH S26

BRANCH S26

BR

AN

C

H

A

B

R

A

N

C

H

A

1

BR

AN

C

H

B

1

B

R

A

N

C

H

B

MAIN

M

A

I

N

M

A

I

N

MAIN

B

R

A

N

C

H

C

1

BRANCH C

BRANCH C2

B

R

A

N

C

H

C

3

BRANCH C4

BR

AN

CH

D

B

R

A

N

C

H

E

BR

AN

CH

F

BRANCH G

BRANCH H1

B

R

A

N

C

H

H

BRANCH H2

B

R

A

N

C

H

J

B

R

A

N

C

H

K

BRANCH L

B

R

A

N

C

H

M

BRANCH H3

BRANCH H4

BRANCH H5

EXISTING NORTHERN


LEGEND

EXISTING OPEN DITCH

PROPOSED OPEN DITCH


EXISTING TILE

PROPOSED TILE

16.5' SPOIL AREA


PROPOSED

BASIN 4

PROPOSED

BASIN 3


9.16 AC.

1

49+

00

50+

00

51+

00

52+

00

53+

00

5

4

+

0

0

5

5

+

0

0

5

6

+

0

0

5

7

+

0

0

5

8

+

0

0

59+

00

60+00

6

1

+

0

0

6

2

+

0

0

63+

00

64+00

65+00

66+

00

67+

00

6

8

+

0

0

69+

00

7

0

+

0

0

7

1

+

0

0

72+

00

7

3

+

0

0

7

4

+

0

0

75+00

ALTERNATIVE BASIN 1

THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC.AND MAY NOT BE USED, COPIED OR DUPLICATEDWITHOUT PRIOR WRITTEN CONSENT.

DATE

REVISION SCHEDULE

DESCRIPTION BY

PROJECT NO.

CAD FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

REVIEWED BY

PROJECT

SHEET

TITLE

2OF

Alternative Basin 1

1

-

JMW

JRR

CSB

13-15932

--/--/--

ALTERNATIVE BASIN 1

EASEMENT AREA = 13.63 AC.

COMMON EXCAVATION = 118,007 CY.

M

A

IN

O

P

E

N

D

IT

C

H

KETIH R TORDSEN

160

GARY & VICKI PLACE

152.06

BRUCE & BRIAN IHNEN

80

GARY & BRENDA KUTZBACH

145.76

PROPOSED BRANCH TT

36"

E

X

IS

T

IN

G

B

R

A

N

C

H

T

T

15"

E

X

IS

T

IN

G

B

R

A

N

C

H

S

S

1

2

"

P

R

O

P

O

S

E

D

B

R

A

N

C

H

S

S

3

0

"

E

X

I

S

T

I

N

G

B

R

A

N

C

H

S

S

1

8

"







STATE OF MINNESOTA.

KEY PLAN

LIC. NO.DATE





STATE OF MINNESOTA.

LIC. NO.DATE

CHARLES J. BRANDEL

43359


LEGEND

EXISTING OPEN DITCH

PROPOSED OPEN DITCH


EXISTING TILE

PROPOSED TILE

P

R

E

L

IM

IN

A

R

Y

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

IO

N

AutoCAD SHX Text

N

AutoCAD SHX Text

CONSTRUCT STORAGE BASIN WITH 3:1 SIDE SLOPES

AutoCAD SHX Text

CONSTRUCT 30" TILE OUTLET

AutoCAD SHX Text

EXISTING CONTOUR, TYP.

AutoCAD SHX Text

PROPOSED CONTOUR, TYP.

AutoCAD SHX Text

PROPERTY LINE, TYP.

AutoCAD SHX Text

REMOVE EXISTING BRANCH S S

AutoCAD SHX Text

0

AutoCAD SHX Text

Scale:

AutoCAD SHX Text

50

AutoCAD SHX Text

100

EXISTING

BRANCH

S8

6"

ALTERNATIVE BASIN 4

THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC.AND MAY NOT BE USED, COPIED OR DUPLICATEDWITHOUT PRIOR WRITTEN CONSENT.

DATE

REVISION SCHEDULE

DESCRIPTION BY

PROJECT NO.

CAD FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

REVIEWED BY

PROJECT

SHEET

TITLE

2OF

AlternativeBasin 4

2

-

JMW

JRR

CSB

13-15932

--/--/--

ALTERNATIVE BASIN 4

EASEMENT AREA = 4.12 AC.

COMMON EXCAVATION = 75,151 CY.

FAUSKEE/MICHAEL & RUTH

156.75

STANTON/BRENDA/&

20

STANTON/BRENDA/&

60.39

STANTON/BRENDA/&

80.38

GRIEVE/HENRY H & BARBARA A

80.87

BECK/JERRY L/&

75.85

POST/JOANNE/&

153.48

OLSON/CAROL F & JAMES E

116.75







STATE OF MINNESOTA.

KEY PLAN

LIC. NO.DATE





STATE OF MINNESOTA.

LIC. NO.DATE

CHARLES J. BRANDEL

43359


EX

IS

TIN

G B

RA

NC

H S

8

6"

E

X

I

S

T

I

N

G

B

R

A

N

C

H

S

9

6

"

E

X

I

S

T

I

N

G

B

R

A

N

C

H

S

1

6

"P

R

O

P

O

S

E

D

B

R

A

N

C

H

S

4

2

"

P

R

O

P

O

S

E

D

B

R

A

N

C

H

S

4

8

"

LEGEND

EXISTING OPEN DITCH

PROPOSED OPEN DITCH


EXISTING TILE

PROPOSED TILE

WA

SS

A

VE

NU

E

270TH STREET

P

R

E

L

IM

IN

A

R

Y

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

IO

N

AutoCAD SHX Text

N

AutoCAD SHX Text

PROPOSED CONTOUR, TYP.

AutoCAD SHX Text

CONSTRUCT STORAGE BASIN WITH 3:1 SIDE SLOPES

AutoCAD SHX Text

EXISTING CONTOUR, TYP.

AutoCAD SHX Text

PROPERTY LINE, TYP.

AutoCAD SHX Text

0

AutoCAD SHX Text

Scale:

AutoCAD SHX Text

50

AutoCAD SHX Text

100

AutoCAD SHX Text

REMOVE EXISTING BRANCH S

AutoCAD SHX Text

CONSTRUCT 48" TILE OUTLET


Appendix D

PENDIX A:

NDIX A:

APPENDIX D: DAMAGE SUMMARY

Jackson County Judicial Ditch No. 13

Approximate Damages Summary

Final Per Plan

40 Description 40 OwnerApproximate

Station RangeImprovement Description

Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)

SE 1/4 SW 1/4 Section 7

Sioux Valley Township

BYRON L & MARLENE M

BAUMGARN0+00 to 10+70 Open Ditch Cleaning 0.81 0.00 1,070 0.81

NW 1/4 SW 1/4 Section 7

Sioux Valley TownshipJAMES M RILEY 27+00 to 36+05 Open Ditch Cleaning 0.69 0.00 905 0.66

SW 1/4 NW 1/4 Section 7

Sioux Valley Township

KENNETH REV LIV TST ET

KAZEMBA29+00 to 36+05 Open Ditch Cleaning 0.53 0.00 705 0.27

NE 1/4 SE 1/4 Section 12

Round Lake TownshipGARY & VICKI PLACE 36+05 to 49+23 Open Ditch Cleaning 1.00 0.00 1318 0.50

SE 1/4 NE 1/4 Section 12

Round Lake TownshipKEITH R TORDSEN 36+05 to 49+23 Open Ditch Cleaning 1.00 0.00 1318 0.50

NW 1/4 SE 1/4 Section 12

Round Lake TownshipGARY & VICKI PLACE 49+23 to 53+75 Open Ditch Cleaning 0.34 0.00 452 0.17

SW 1/4 NE 1/4 Section 12



Round Lake TownshipKEITH R TORDSEN 53+75 to 68+52 Open Ditch Cleaning 1.12 0.00 1,477 0.95

NW 1/4 NE 1/4 Section 12

Round Lake TownshipKEITH R TORDSEN 68+52 to 81+45 Open Ditch Cleaning 0.98 0.00 1,293 0.98

SW 1/4 SE 1/4 Section 1



Round Lake TownshipDELBERT WIESE TRUST 94+15 to 109+90 Open Ditch Cleaning 1.19 0.00 1575 1.19

SW 1/4 SW 1/4 Section 1

Round Lake TownshipDELBERT WIESE TRUST 109+90 to 123+40 Open Ditch Cleaning 1.02 0.00 1350 1.02

SE 1/4 SE 1/4 Section 2

Round Lake TownshipMICHAEL RILEY ETAL 124+10 to 133+00 Open Ditch Cleaning 0.67 0.00 890 0.67


Round Lake TownshipMICHAEL RILEY ETAL 150+55 to 154+10 Open Ditch Cleaning 0.27 0.00 355 0.27


Round Lake TownshipDONALD ONKEN 154+10 to 169+85 Open Ditch Cleaning 1.19 0.00 1575 1.19


Round Lake TownshipROGER ONKEN 169+85 to 187+90 Open Ditch Cleaning 1.37 0.00 1805 1.37


Round Lake TownshipROGER ONKEN 187+90 to 188+95 Open Ditch Cleaning 0.08 0.00 105 0.08


Round Lake TownshipSHIRLEY KING ETAL 188+95 to 209+95 Open Ditch Cleaning 1.59 0.00 2100 1.59


Round Lake TownshipSHIRLEY KING ETAL 209+95 to 227+05 Open Ditch Cleaning 1.30 0.00 1,710 1.30

NE 1/4 SW 1/4 Section 3

Round Lake Township

DALE & ROXANNE

KOSTER227+05 to 242+25 Open Ditch Cleaning 1.15 0.00 1520 1.15

SE 1/4 NW 1/4 Section 3

Round Lake TownshipROXANE K KOSTER ETAL 242+25 to 246+50 Open Ditch Cleaning 0.32 0.00 425 0.32



NW 1/4 NW 1/4 Section 3


NE 1/4 NE 1/4 Section 4

Round Lake TownshipMERLE BAUMGARD 267+70 to 280+55 Open Ditch Cleaning 0.97 0.00 1,285 0.97


Round Lake TownshipMERLE BAUMGARD 280+55 to 293+90 Open Ditch Cleaning 1.01 0.00 1,335 1.01

NE 1/4 NW 1/4 Section 4

Round Lake Township

ANN C HOLCOMB

REVOCABLE TRUST293+90 to 307+80 Open Ditch Cleaning 1.05 0.00 1390 1.05


Round Lake Township

ANN C HOLCOMB

REVOCABLE TRUST307+80 to 320+85 Open Ditch Cleaning 0.99 0.00 1305 0.99


Round Lake TownshipWAYNE & JANE SAZAMA 320+85 to 326+10 Open Ditch Cleaning 0.40 0.00 525 0.40


Ewington Township

LAWRENCE KOOISTRA

REV LIV TRST326+68 to 340+43 Open Ditch Cleaning 1.04 0.00 1375 1.04


Ewington Township

LAWRENCE KOOISTRA



Ewington Township

LAWRENCE KOOISTRA



Ewington Township

LAWRENCE KOOISTRA



Ewington Township

LAWRENCE KOOISTRA



Ewington Township

BERTHA KOOISTRA REV

LIV TRST369+81 to 379+94 Open Ditch Cleaning 0.77 0.00 1013 0.77


Ewington Township

BERTHA KOOISTRA REV

LIV TRST379+94 to 382+84 Open Ditch Cleaning 0.22 0.00 290 0.22

August 1, 2019

750TH STREET

360TH AVENUE

CSAH 5

340TH AVENUE

CR 68

Existing

Main Open

Ditch



Final Per Plan

August 1, 2019



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Ewington TownshipBARBARA D FISHER 383+60 to 399+36 Open Ditch Cleaning 1.19 0.00 1576 1.19


Ewington Township

MARY J HILL REV INT

TRUST399+36 to 413+27 Open Ditch Cleaning 1.05 0.00 1391 1.05


Ewington Township

MARY J HILL REV INT



Ewington Township

MARY J HILL REV INT



Ewington TownshipRUTH PUTNAM 428+26 to 440+78 Open Ditch Cleaning 0.95 0.00 1252 0.95





Existing Main Open Ditch

Total33.34 0.00 44,011 31.54



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Ewington TownshipRUTH PUTNAM 453+30 to 456+65 Construct Trapezoidal Ditch 0.12 0.36 335 0.38


Ewington TownshipRUTH PUTNAM 456+65 to 469+20 Construct Trapezoidal Ditch 0.75 2.26 1255 1.44


Lorain TownshipBECK/JERRY L/& 470+15 to 481+95 Construct Trapezoidal Ditch 0.60 1.80 1180 1.35


Lorain TownshipPOST/JOANNE/& 481+95 to 482+20 Construct Trapezoidal Ditch 0.00 0.00 25 0.03


Lorain TownshipBECKER/SHANE T 482+20 to 483+15 Construct Trapezoidal Ditch 0.06 0.19 95 0.11





Proposed Main Open Ditch

Total2.97 8.91 5,275 6.05



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Lorain TownshipBECK/JERRY L/& 507+00 to 509+85 60-Inch Tile 0.00 0.00 285 0.98


Lorain TownshipPOST/JOANNE/& 509+85 to 513+00 60-Inch Tile 0.00 0.00 315 1.08


Lorain Township

ROETZEL/FRANK L &

JEANETTE M513+95 to 514+00 60-Inch Tile 0.00 0.00 5 0.05


Lorain TownshipMINNESOTA/STATE OF 513+95 to 517+05 60-Inch Tile 0.00 0.00 310 1.07


Lorain TownshipRILEY/MICHAEL/ET AL 517+05 to 529+30 60-Inch Tile & 54-inch Tile 0.00 0.00 1225 4.22


Lorain TownshipRILEY/MICHAEL/ET AL 529+30 to 534+60 54-Inch Tile 0.00 0.00 530 1.83


Lorain TownshipRILEY/MICHAEL/ET AL 534+60 to 550+15 54-Inch Tile 0.00 0.00 1,555 5.35


Lorain Township

GREVE/HENRY H &

BARBARA A550+70 to 561+95 54-Inch Tile 0.00 0.00 1,125 3.87


Lorain Township

GREVE/HENRY H &

BARBARA A561+95 to 563+75 54-Inch Tile 0.00 0.00 180 0.62


Lorain Township

GREVE/HENRY H &



Lorain TownshipTEERINK/ROGER & GARY 577+85 to 592+50 48-Inch Tile 0.00 0.00 1,465 5.04


Lorain Township

FAUSKEE/MICHAEL &

RUTH599+80 to 608+15 48-Inch Tile 0.00 0.00 835 2.88


Lorain Township

MCCUEN/WAYNE R &

LEANNE609+00 to 622+25 42-Inch Tile 0.00 0.00 1325 4.56


Lorain Township

MCCUEN/WAYNE R &



Lorain Township

RILEY/KENNETH D &

JOYCE A629+40 to 635+65 42-Inch Tile 0.00 0.00 625 2.15


Lorain Township

RILEY/KENNETH D &

JOYCE A635+65 to 636+20 42-Inch Tile 0.00 0.00 55 0.19


Lorain TownshipJEPPESEN/STEVEN/ET AL 636+20 to 643+50 42- & 36-Inch Tile 0.00 0.00 730 2.51


Lorain TownshipSTANTON/BRENDA/& 643+50 to 645+10 36-Inch Tile 0.00 0.00 160 0.55




Lorain TownshipSTANTON/BRENDA/& 653+45 to 663+65 36-Inch Tile 0.00 0.00 1,020 3.51



Proposed

Main Tile

Proposed

Main Open

Ditch

MN 264

CSAH 35

WASS AVENUE

ULRICH AVENUE

320TH AVENUE

770TH STREET

Existing

Main Open

Ditch



Final Per Plan

August 1, 2019



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Lorain TownshipTEERINK/CECILIE 670+50 to 685+50 36-, 30- & 24-Inch Tile 0.00 0.00 1,500 5.17


Lorain TownshipTEERINK/CECILIE 685+50 to 685+65 24-Inch Tile 0.00 0.00 15 0.03


Lorain TownshipTEERINK/ROGER 685+65 to 693+35 24-Inch Tile 0.00 0.00 770 1.77


Lorain TownshipTEERINK/ROGER 693+35 to 693+55 24-Inch Tile 0.00 0.00 20 0.05


Lorain TownshipTEERINK/GARY 693+55 to 700+50 24-Inch Tile 0.00 0.00 695 1.60


Lorain TownshipRAHN FARMS II LLC 701+60 to 713+40 24- & 18-Inch Tile 0.00 0.00 1180 2.71


Lorain TownshipRAHN FARMS II LLC 713+40 to 729+40 18- & 15-Inch Tile 0.00 0.00 1,600 3.67


Lorain TownshipRAHN FARMS II LLC 729+40 to 742+10 15- & 12-Inch Tile 0.00 0.00 1270 2.92


Lorain TownshipTEERINK/GARY 743+05 to 743+25 12-Inch Tile 0.00 0.00 20 0.05

Proposed Main Tile Total 0.00 0.00 10,475 70.70



Permanent

Damages

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Lorain TownshipRAHN FARMS II LLC 0+00 to 5+40 12-Inch Tile 0.00 0.00 540 1.24







Branch A Tile Total 0.00 0.00 2,080 4.78



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)




Lorain TownshipRAHN FARMS II LLC 0+40 to 10+80 8-Inch Tile 0.00 0.00 1,040 2.39



Branch A1 Tile Total 0.00 0.00 1,100 2.53



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Lorain TownshipRAHN FARMS II LLC 0+00 to 10+00 18-& 12-Inch Tile 0.00 0.00 1,000 2.30







Branch B Tile Total 0.00 0.00 2,550 5.85



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)




Lorain TownshipRAHN FARMS II LLC 7+30 to 22+40 15-Inch Tile 0.00 0.00 1,510 3.47



Branch B1 Tile Total 0.00 0.00 2,315 5.31



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)






Lorain Township

TEERINK/ROGER D &

CECILIE A17+20 to 25+95 12-Inch Tile 0.00 0.00 875 2.01



Branch D Tile Total 0.00 0.00 2,540 5.83

CSAH 3

Branch D

Tile

CSAH 35

CSAH 3

Branch A1

Tile

Branch B

Tile

CSAH 3

Branch B1

Tile

CSAH 35

SUNDBERG AVENUE

Branch A

Tile

Proposed

Main Tile



Final Per Plan

August 1, 2019



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Lorain Township

MCCUEN/WAYNE R &



Lorain Township

TEERINK/ROGER &

CECILIE A8+95 to 20+30 30-& 24-Inch Tile 0.00 0.00 1,135 2.61


Lorain Township

TEERINK/ROGER &

CECILIE A20+30 to 30+00 24-Inch Tile 0.00 0.00 970 2.23


Lorain Township

TEERINK/ROGER &

CECILIE A30+00 to 35+55 24- & 18-Inch Tile 0.00 0.00 555 1.27

Branch H Tile Total 0.00 0.00 3,485 8.00



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Lorain TownshipTEERINK/ROGER & GARY 0+00 to 6+60 24- & 10-Inch Tile 0.00 0.00 660 1.52


Lorain TownshipSHEPS LLC 6+60 to 6+75 10-Inch Tile 0.00 0.00 15 0.03

Branch L Tile Total 0.00 0.00 675 1.55



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Lorain TownshipPOST/JOANNE/& 0+00 to 15+00 15-Inch Tile 0.00 0.00 1,500 3.44


Lorain TownshipJOHNSON/RANDALL W 15+00 to 18+25 15-Inch Tile 0.00 0.00 325 0.75


Lorain TownshipJOHNSON/RANDALL W 18+25 to 34+35 15-Inch Tile 0.00 0.00 1,610 3.70


Lorain TownshipRILEY/PATRICK/& 35+10 to 39+55 12-Inch Tile 0.00 0.00 445 1.02


Lorain TownshipRILEY/PATRICK/& 39+55 to 52+20 12-Inch Tile 0.00 0.00 1,265 2.90


Lorain TownshipBECK/JERRY L/& 52+85 to 53+45 12-Inch Tile 0.00 0.00 60 0.14

Branch P1 Tile Total 0.00 0.00 5,205 11.95



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Lorain TownshipBECK/JERRY L/& 0+00 to 16+85 Construct Trapezoidal Ditch 0.90 2.69 1,685 1.93




Lorain TownshipPOST/JOANNE/& 23+25 to 24+25 Construct Trapezoidal Ditch 0.05 0.16 100 0.11


Lorain TownshipPOST/JOANNE/& 24+25 to 36+10 Construct Trapezoidal Ditch 0.84 2.51 1,185 1.36

Branch S Open Ditch Total 2.10 6.30 3,610 4.14



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Lorain Township

ADOLPH/MYRON R &

JANET R37+00 to 41+15 48-Inch Tile 0.00 0.00 415 1.43


Lorain Township

OLSON/CAROL F &

JAMES E41+15 to 54+50 48-Inch Tile 0.00 0.00 1,335 4.60


Lorain Township

FAUSKEE/MICHAEL &

RUTH54+50 to 62+00 48-Inch Tile 0.00 0.00 750 2.58






Lorain Township

GREVE/HENRY H &



Lorain Township

GREVE/HENRY H &

BARBARA A84+80 to 95+00 42- & 36-Inch Tile 0.00 0.00 1,020 3.51


Lorain TownshipRILEY/PATRICK/& 95+00 to 105+40 36-Inch Tile 0.00 0.00 1,040 3.58









Branch H

Tile

250TH STREET

WASS AVENUE

WASS AVENUE

270TH STREET

Branch S

Open Ditch

Branch L

Tile

Branch P1

Tile

WASS AVENUE

270TH STREET

ULRICH AVENUE

Branch S

Tile



Final Per Plan

August 1, 2019



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Lorain Township

JOHNSON/KENT L &

PAM J148+70 to 161+25 36- & 30-Inch Tile 0.00 0.00 1,255 4.32


Lorain Township

JOHNSON/KENT L &

PAM J161+25 to 176+20 30-Inch Tile 0.00 0.00 1,495 3.43


Lorain TownshipANNAS LLC 176+20 to 189+20 30-Inch Tile 0.00 0.00 1,300 2.98


Lorain TownshipANNAS LLC 189+20 to 204+70 30- & 24-Inch Tile 0.00 0.00 1,550 3.56


Lorain TownshipSHEPS LLC 205+55 to 222+25 24-Inch Tile 0.00 0.00 1,670 3.83




Lorain Township

MEYER/MYRON

G/LIVING TRUST &229+35 to 229+55 18-Inch Tile 0.00 0.00 20 0.05

Branch S Tile Total 0.00 0.00 14,465 53.66



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)

Branch S1

Tile


Lorain Township

ADOLPH/MYRON R &


Branch S1 Tile Total 0.00 0.00 845 1.94



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Lorain Township

ADOLPH/MYRON R &



Lorain Township

ADOLPH/MYRON R &

JANET R4+85 to 21+35 15- & 12-Inch Tile 0.00 0.00 1,650 3.79


Lorain TownshipRILEY/PATRICK T/& 21+35 to 21+60 12-Inch Tile 0.00 0.00 25 0.06

Branch S2 Tile Total 0.00 0.00 2,160 4.96



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Lorain TownshipSTANTON/BRENDA/& 0+00 to 16+20 24-Inch Tile 0.00 0.00 1,620 3.72


Lorain TownshipSTANTON/BRENDA/& 16+20 to 25+65 24- & 18-Inch Tile 0.00 0.00 945 2.17


Lorain TownshipSTANTON/BRENDA/& 25+65 to 41+30 18- & 15-Inch Tile 0.00 0.00 1,565 3.59


Lorain TownshipMEYER/MYRON G/& 41+30 to 54+60 15-Inch Tile 0.00 0.00 1,330 3.05


Lorain TownshipMEYER/MYRON G/& 54+60 to 67+50 15- & 10-Inch Tile 0.00 0.00 1,290 2.96






Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Lorain TownshipMEYER/MYRON G/& 0+00 to 7+80 8-Inch Tile 0.00 0.00 780 1.79






Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Lorain TownshipANNAS LLC 0+00 to 8+50 10-Inch Tile 0.00 0.00 850 1.95




Lorain TownshipMEYER/MYRON G/& 10+70 to 10+90 10-Inch Tile 0.00 0.00 20 0.05




Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)




Lorain TownshipANNAS LLC 1+75 to 16+00 8-Inch Tile 0.00 0.00 1,425 3.27


Lorain Township

KEMPEMA/DONNA

M/REV TRUST16+00 to 16+85 8-Inch Tile 0.00 0.00 85 0.20




Branch S2

Tile

Branch S13

Tile

CSAH 3

270TH STREET

CSAH 3

Branch S16

Tile

Branch S21

Tile270TH STREET

Branch S22

Tile

CSAH 3

Branch S

Tile



Final Per Plan

August 1, 2019



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Lorain TownshipSHEPS LLC 0+00 to 4+00 15- & 10-Inch Tile 0.00 0.00 400 0.92






Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)








Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)








Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Ewington TownshipRUTH PUTNAM 0+00 to 12+15 42-Inch Tile 0.00 0.00 1,215 4.18




Ewington TownshipRUTH PUTNAM 26+65 to 39+80 42- & 36-Inch Tile 0.00 0.00 1,315 4.53


Ewington TownshipRUTH PUTNAM 49+55 to 53+75 36- & 30-Inch Tile 0.00 0.00 420 1.45




Ewington TownshipRUTH PUTNAM 65+15 to 67+35 30-Inch Tile 0.00 0.00 220 0.51

Branch U Tile Total 0.00 0.00 5,760 18.27



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)




Ewington TownshipPAUL & AGNES BECKER 5+65 to 15+70 15- & 12-Inch Tile 0.00 0.00 1,005 2.31


Ewington Township

LAWRENCE KOOISTRA

REV LIV TRST15+70 to 15+90 12-Inch Tile 0.00 0.00 20 0.05

Branch V Tile Total 0.00 0.00 1,590 3.65



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)




Ewington TownshipPAUL & AGNES BECKER 7+20 to 17+40 30- & 24-Inch Tile 0.00 0.00 1,020 2.34


Ewington TownshipPAUL & AGNES BECKER 17+40 to 22+65 24-Inch Tile 0.00 0.00 525 1.21






Ewington Township

LAWRENCE KOOISTRA

REV LIV TRST31+45 to 44+90 24-Inch Tile 0.00 0.00 1,345 3.09


Ewington TownshipMIKE RILEY ETAL 45+50 to 58+30 24- & 18-Inch Tile 0.00 0.00 1,280 2.94


Ewington TownshipMIKE RILEY ETAL 58+30 to 60+95 18-Inch Tile 0.00 0.00 265 0.61


Ewington TownshipAGNES M BECKER 60+95 to 61+15 18-Inch Tile 0.00 0.00 20 0.05

Branch W Tile Total 0.00 0.00 6,055 13.90

Branch U

TileCSAH 34

Branch V

Tile

Branch S23

Tile270TH STREET

Branch S24

Tile270TH STREET

Branch S26

Tile270TH STREET

Branch W

Tile

320TH AVENUE



Final Per Plan

August 1, 2019



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Round Lake TownshipMERLE BAUMGARD 0+00 to 5+05 12-Inch Tile 0.00 0.00 505 1.16


Ewington Township

RANDALL W JOHNSON

ETAL5+70 to 21+70 10-Inch Tile 0.00 0.00 1,600 3.67



Branch HH Tile Total 0.00 0.00 2,125 4.88



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Round Lake TownshipROXANE K KOSTER ETAL 0+00 to 3+30 24-& 18-Inch Tile 0.00 0.00 330 0.76


Round Lake TownshipROXANE K KOSTER ETAL 3+30 to 9+05 18-Inch Tile 0.00 0.00 575 1.32


Round Lake TownshipROXANE K KOSTER ETAL 9+05 to 17+30 18-Inch Tile 0.00 0.00 825 1.89


Ewington TownshipRUTH PUTNAM 17+80 to 28+05 18- & 15-Inch Tile 0.00 0.00 1,025 2.35


Ewington TownshipARNOLD KAZEMBA INC 28+05 to 32+15 15-Inch Tile 0.00 0.00 410 0.94


Ewington Township

DOUGLAS & JILL

KLEEBERGER32+15 to 35+20 15-Inch Tile 0.00 0.00 305 0.70


Ewington TownshipARNOLD KAZEMBA INC 35+20 to 41+25 15- & 10-Inch Tile 0.00 0.00 605 1.39


Ewington TownshipJAMES KAZEMBA 41+25 to 41+50 10-Inch Tile 0.00 0.00 25 0.06

Branch JJ Tile Total 0.00 0.00 4,100 9.41



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)

Branch JJ1

Tile



Branch JJ1 Tile Total 0.00 0.00 1,000 2.30



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Round Lake TownshipROXANE K KOSTER ETAL 0+00 to 1+90 18- & 12-Inch Tile 0.00 0.00 190 0.44


Round Lake Township

DALE & ROXANNE

KOSTER1+90 to 16+35 12-Inch Tile 0.00 0.00 1,445 3.32


Round Lake TownshipPAUL & AGNES BECKER 17+00 to 25+85 12-Inch Tile 0.00 0.00 885 2.03


Round Lake TownshipPAUL & AGNES BECKER 25+85 to 39+00 12- & 10-Inch Tile 0.00 0.00 1,315 3.02


Round Lake Township

DALE & ROXANNE

KOSTER39+40 to 39+95 8-Inch Tile 0.00 0.00 55 0.13


Round Lake TownshipDANIEL & JANICE RILEY 40+50 to 40+70 8-Inch Tile 0.00 0.00 20 0.05

Branch KK Tile Total 0.00 0.00 3,910 8.98



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)






Round Lake Township

DALE & ROXANNE

KOSTER17+15 to 17+65 12-Inch Tile 0.00 0.00 50 0.11

Branch KK2 Tile Total 0.00 0.00 1,765 4.05



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Round Lake TownshipROXANE K KOSTER ETAL 0+00 to 10+00 15-Inch Tile 0.00 0.00 1,000 2.30


Round Lake TownshipPAUL D JOHNSON 10+00 to 13+30 15-Inch Tile 0.00 0.00 330 0.76


Round Lake TownshipMERLE BAUMGARD 13+85 to 26+80 15-Inch Tile 0.00 0.00 1,295 2.97



Branch KK1 Tile Total 0.00 0.00 2,750 6.31

Branch JJ

Tile

CR 68

Branch HH

Tile

340TH AVENUE

CR 68

Branch KK1

Tile340TH AVENUE

Branch KK

Tile

340TH AVENUE

340TH AVENUE

750TH STREET

Branch KK2

Tile



Final Per Plan

August 1, 2019



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Round Lake TownshipDELBERT WIESE TRUST 0+00 to 2+70 36-Inch Tile 0.00 0.00 270 0.93


Round Lake TownshipDELBERT WIESE TRUST 2+70 to 4+70 36-Inch Tile 0.00 0.00 200 0.69


Round Lake TownshipKEITH R TORDSEN 4+70 to 17+60 36-Inch Tile 0.00 0.00 1,290 4.44


Round Lake Township

FREKING FARMSFAMILY

LLLP17+60 to 23+10 36-Inch Tile 0.00 0.00 550 1.89


Round Lake Township

FREKING FARMSFAMILY

LLLP23+10 to 33+80 36- & 30-Inch Tile 0.00 0.00 1,070 3.68


Round Lake Township

FREKING FARMSFAMILY

LLLP33+80 to 41+20 30-Inch Tile 0.00 0.00 740 1.70


Round Lake Township

FREKING FARMSFAMILY

LLLP41+20 to 54+25 30-Inch Tile 0.00 0.00 1,305 3.00


Round Lake TownshipJAMES KAZEMBA 54+75 to 69+30 30-Inch Tile 0.00 0.00 1,455 3.34


Round Lake TownshipJAMES KAZEMBA 69+30 to 83+70 30- & 24-Inch Tile 0.00 0.00 1,440 3.31

Branch RR Tile Total 0.00 0.00 8,320 22.98



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Round Lake TownshipJAMES KAZEMBA 0+00 to 1+70 15-Inch Tile 0.00 0.00 170 0.39


Ewington Township

ARNOLD KAZEMBA

CREDIT TST ETAL2+35 to 3+45 15-Inch Tile 0.00 0.00 110 0.25


Ewington Township

ARNOLD KAZEMBA

CREDIT TST ETAL3+45 to 6+75 15-Inch Tile 0.00 0.00 330 0.76

Branch RR8 Tile Total 0.00 0.00 610 1.40



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Round Lake TownshipKEITH R TORDSEN 0+00 to 4+75 30-Inch Tile 0.00 0.00 475 1.09


Round Lake Township

GARY & BRENDA

KUTZBACH4+75 to 18+90 30- & 24-Inch Tile 0.00 0.00 1,415 3.25


Round Lake Township

GARY & BRENDA

KUTZBACH18+90 to 20+90 24-Inch Tile 0.00 0.00 200 0.46

Branch SS Tile Total 0.00 0.00 2,090 4.80



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Round Lake TownshipGARY & VICKI PLACE 0+00 to 14+75 36- & 30-Inch Tile 0.00 0.00 1,475 5.08


Round Lake TownshipGARY & VICKI PLACE 14+75 to 27+70 30-Inch Tile 0.00 0.00 1,295 2.97


Round Lake Township

WALDO & LAVONNE

BALLHORN TRUST28+30 to 35+20 30-Inch Tile 0.00 0.00 690 1.58


Round Lake Township

ARNOLD R MEYER

REVOCABLE TRUST35+85 to 40+35 30-Inch Tile 0.00 0.00 450 1.03


Round Lake TownshipBRUCE & BRIAN IHNEN 41+00 to 52+90 30-Inch Tile 0.00 0.00 1,190 2.73


Round Lake Township

VELMA HAMMER LIVING

TRUST52+90 to 66+35 30- & 24-Inch Tile 0.00 0.00 1,345 3.09


Round Lake Township

VELMA HAMMER LIVING

TRUST67+00 to 79+90 24-Inch Tile 0.00 0.00 1,290 2.96


Round Lake Township

KENNETH E MEYER REV

LIV TRUST79+90 to 82+45 24-Inch Tile 0.00 0.00 255 0.59


Round Lake Township

NEIL E & JOYCE E TILDEN

TRUST83+50 to 97+65 24-Inch Tile 0.00 0.00 1,415 3.25


Round Lake TownshipBWT HOLDINGS LLLP 97+65 to 111+60 24- & 18-Inch Tile 0.00 0.00 1,395 3.20


Round Lake TownshipBWT HOLDINGS LLLP 111+60 to 116+95 18-Inch Tile 0.00 0.00 535 1.23

Branch TT Tile Total 0.00 0.00 11,335 27.71



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Ewington Township

BYRON CHRISTOFFER

REV LIV TRST0+00 to 11+10 24- & 18-Inch Tile 0.00 0.00 1,110 2.55


Ewington TownshipKEITH R TORDSEN 11+10 to 24+85 18-Inch Tile 0.00 0.00 1,375 3.16


Ewington TownshipKEITH R TORDSEN 24+85 to 42+55 18- & 15-Inch Tile 0.00 0.00 1,770 4.06


Ewington TownshipSHANE T BECKER 43+20 to 49+55 12-Inch Tile 0.00 0.00 635 1.46



Branch WW Tile Total 0.00 0.00 5,125 11.77

Branch RR

Tile

360TH AVENUE

Branch SS

Tile

Branch TT

Tile

740TH STREET

T-117

740TH STREET

360TH AVENUE

740TH STREET

770TH STREET

Branch

WW Tile

Branch RR8

Tile

CR 68



Final Per Plan

August 1, 2019



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Ewington TownshipSHANE T BECKER 0+00 to 7+90 12-, 10- & 8-Inch Tile 0.00 0.00 790 1.81


Ewington TownshipBWT HOLDINGS LLLP 7+90 to 8+15 8-Inch Tile 0.00 0.00 25 0.06

Branch WW3 Tile Total 0.00 0.00 815 1.87



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Ewington TownshipKEITH R TORDSEN 0+00 to 9+40 15- & 10-Inch Tile 0.00 0.00 940 2.16


Ewington Township

TRENT & KIMBERLY

SCHUMACHER9+40 to 10+75 10-Inch Tile 0.00 0.00 135 0.31

Branch WW4 Tile Total 0.00 0.00 1,075 2.47



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Ewington TownshipKEITH R TORDSEN 0+00 to 6+70 8-Inch Tile 0.00 0.00 670 1.54


Ewington Township

TRENT & KIMBERLY

SCHUMACHER6+70 to 8+20 8-Inch Tile 0.00 0.00 150 0.34



Branch WW5 Tile Total 0.00 0.00 820 1.88



Buffer Strip

Acquisition

(Acres)

Permanent

Damages

(Acres)

Length

Temporary

Damages

(Acres)


Round Lake TownshipKEITH R TORDSEN

Main 55+00 to

68+00Basin 1 0.91 12.72 1,300 1.49


Round Lake Township

GARY & BRENDA

KUTSBACH

Main 55+00 to

68+00Basin 1 0.00 0.00 0 8.65


Round Lake TownshipMICHAEL RILEY ETAL

Main 133+00 to

137+65Basin 2 0.21 1.63 465 1.27


Round Lake TownshipMICHAEL RILEY ETAL

Main 137+65 to

150+55Basin 2 0.25 13.57 1290 12.27


Lorain Township

RUTH & MICHAEL

FAUSKEE

Main 592+50 to

598+60Basin 3 0.52 3.27 610 2.04


Lorain Township

RUTH & MICHAEL

FAUSKEE

Main 598+60 to

599+80Basin 3 0.15 0.92 120 1.03


Lorain Township

MICHEAL & RUTH

FAUSKEE

Branch S 62+00 to

68+00Basin 4 0.60 3.52 600 5.94


Round Lake TownshipGARY & VICKI PLACE -

Top Soil Stripping & Spoil

Placement (Basin 1)0.00 0.00 0 11.50


Round Lake Township

GARY & BRENDA

KUTSBACH-


Placement (Basin 1)0.00 0.00 0 5.72


Round Lake Township

GARY & BRENDA

KUTSBACH-




Ewington TownshipRUTH PUTNAM -


Placement (Open Ditch)0.00 0.00 0 25.26

SE 1/4 W 1/4 Section 30









Lorain TownshipJERRY BECK -




Lorain Township

WAYNE & LEANNE

MCCUEN-




Lorain Township

MICHEAL & RUTH

FAUSKEE-




Lorain Township

CAROL F & JAMES E

OLSON-



Basins, Top Soil Stripping &

Spoil Placement Total2.64 35.63 4,385 125.85

Judicial Ditch No. 13 Total 41.05 50.84 174,201 513.72

Basins, Top

Soil

Stripping &

Spoil

Placement

Branch

WW3 Tile

Branch

WW4 Tile

Branch

WW5 Tile770TH STREET


Appendix E

APPENDIX E: TELEVISING REPORT

ARCHITECTURE + ENGINEERING + ENVIRONMENTAL + PLANNING

PROJECT NAME Jackson County Judicial Ditch No. 13

PROJECT NO. 15932

REVIEWED DATE 07/29/2019

TELEVISING DATE 07/22/2019

Picture #1: Stress Cracks on Branch TT

Picture #2: Offset Joints on Branch TT

Picture #3: Debris Intrusion on Branch TT Picture #4: Pipe Failure starting on

Branch TT



PROJECT NO. 15932



Picture #5: Root growth in Branch TT

Picture #6: Offset Joints on Branch TT

Picture #7: Pipe Failure on Branch TT Picture #8: Sediment Buildup in

Branch TT



PROJECT NO. 15932



Picture #9: Stress Cracks on Branch TT

Picture #10: Pipe Cracks on

Branch TT

Picture #11: Root debris within pipe on

Branch TT Picture #12: Pipe Crack along bottom

of pipe on Branch TT



PROJECT NO. 15932



Picture #13: Pipe Failure starting on

Branch TT

Picture #14: Offset Joints on

Branch TT

Picture #15: Offset Joints on

Branch TT

UV208

UV177

UV28UV28

740th St

360th

Ave

365th

Ave

740th St 740th St

HAMMER,VELMA

LIVING TRUST

PLACE,GARY &

VICKI

PLACE,GARY

& VICKI

IHNEN,BRUCE& BRIAN

HAMMER,VELMA

LIVING TRUST

BALLHORN,WALDO& LAVONNE TRUST

R & RFARMS LLC

MEYER,EUGENES & ANGELA

TILDEN,NEILE & JOYCEE TRUST

BAUMGARN,MARLENE M

ACKERMANN,DALE A

VOSS,BONNIE J

TRUST

JacksonCounty

Z:\15000 PROJ\15900-15999\15932 Jackson County Judicial Ditch No 13\15932 GIS\Maps\15932 Televising Map.mxd

1 inch = 417 feet

LegendTelevisingJD13ExDitchJD13ProDitchProTile+CulvertsExTile+CulvertsJacksonCountyParcels

0 200 400100Feet

µ

Orthophotograph (MnGeo WMS, 2015)Tile/Ditch (Jackson County, 11/2017)Parcels (Jackson County, 12/6/2017)

Lakes (MN DNR, July, 2008)Major Stream (MN DNR, July 2008)

Counties (MN DNR, July 2013)PLSS (MnGeo/USGS)

PN: 15932Source:

Televised Location

Jackson County, Minnesota

Tuesday, July 30, 2019

CottonwoodCountyJacksonCounty

Noble

sCo

unty

Jackso

nCo

unty

NoblesCounty

JacksonCounty

JacksonJacksonCountyCounty

final engineering report – amendment # 1 for...2019/08/01 · final engineer’s report are...

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