engineer’s report for record of facilities · dd 2 sub 1 record of facilities ǀ p12.111254 page...

Engineer’s Report for

Record of Facilities Drainage District No. 2 Subdrainage District No. 1 Pottawattamie County, Iowa 2018

Submitted by:Bolton & Menk, Inc. 300 W Mckinley St Jefferson, IA 50129 P: 507-625-4171

Prepared by: Bolton & Menk, Inc. Table of Contents DD 2 Sub 1 Record of Facilities ǀ P12.111254 i

Table of Contents I. Introduction ........................................................................................................................ 1

Scope of Work ........................................................................................................ 1

Location ................................................................................................................. 1

History .................................................................................................................... 1

II. Investigation ....................................................................................................................... 2

District Right-of-Way ............................................................................................. 2

III. Proposed Work ................................................................................................................... 3

Main Open Ditch Right-of-Way .............................................................................. 3

Lateral 1 Open Ditch Right-of-Way ....................................................................... 4

IV. Assessment Schedule Review ............................................................................................. 4

Benefited Lands Not Now Assessed ...................................................................... 4

Existing Assessment Schedule Review ................................................................... 4

General Reclassification Methodology .................................................................. 5

V. Discussions & Recommendations ....................................................................................... 5

Tables Existing Right-of-Way Sub 1 Main Open DItch ................................................................................ 2

Recommended Additional Right-of-Way Sub 1 Main Open DItch ................................................... 3

Recommended Right-of-Way Sub 1 Lateral 1 Open Ditch ............................................................... 4

Appendix Appendix A: Existing Assessment Schedule Review

Appendix B: Proposed Plans

Prepared by: Bolton & Menk, Inc. Introduction DD 2 Sub 1 Record of Facilities ǀ P12.111254 Page 1

I. INTRODUCTION Scope of Work

In the fall of 2016, Bolton & Menk, Inc. was appointed engineer to review the facilities under the jurisdiction of the Drainage District No. 2 Board of Trustees and recommend necessary repairs or improvements. Upon review of the existing system, records in the office of the County Auditor and discussions with the Board of Trustees, the scope has been modfied to include re-establishment of the repair elevation and cross section of the Subdrainage District No. 1 Open Ditch, acquisition of the Lateral 1 open ditch as a district facility and review of existing right-of-way for both open ditches.

Location

Drainage District No. 2, Subdrainage District No. 1 Open Ditch serves an area lying between the Union Pacific Railroad and the west bank of the Pigeon Creek Main Open Ditch in Sections 14 & 23 of Crescent Township (T-76-N; R-44-W) in Pottawattamie County. The sole improvement in the district is an open ditch approximately 7500 feet long lying along the east side of the UPRR tracks.

The contributing watershed to Subdrainage District No. 1 covers approximately 940 acres which includes the lateral 1 watershed, in Sections 11, 13, 14, 23, 24 and 26 of Crescent Township (T-76-N; R-44-W). The schedule of lands currently listed for benefit in Drainage District No. 2, Subdrainage District No. 1 is on file in the Pottawattamie County Auditor’s Office.

History

September 27, 1917 – Engineer’s Report

Land is over washed by overflow from Pigeon DD 2. Recommended that the west bank of Pigeon DD 2 be raised from station 0 in Section 13 to the railroad embankment.

Recommends construction of a ditch with 6’ base and 1.5:1 slopes.

Station 0 is north bank of Pigeon DD 2 and ditch extends to the old channel of pigeon creek in the SW ¼ of Section 14-46-44 parallel to railroad right-of-way

Recommends a bulkhead and floodgate or tube and floodgate to prevent back water from DD 2. 60 LF of 60” Dia CMP with cast iron gate was built

Right-of-way is 60 feet wide

October 6, 1917 – Petition to Establish Subdistrict

Open Ditches in Sections 16, 21 and 22

September 24, 1924 – Engineer’s Report

Emergency repairs to the ditch recommended due to severe flooding caused by silted lower end

December 2, 1951 – Engineer’s Report (Filed by SCS)

Recommends “reconstruction” of channel to an 8’ base, 2:1 slopes and 0.05% grade.

Prepared by: Bolton & Menk, Inc. Investigation DD 2 Sub 1 Record of Facilities ǀ P12.111254 Page 2

II. INVESTIGATION Survey of the Drainage District No. 2 facilities was made during the spring of 2018. This survey was used to determine the repair grade of the Subdrainage District No. 1 Open Ditch.

The records of the district show the repair cross section of the open ditch was improved in 1951 to an 8 foot bottom with 2:1 sideslopes and a grade of 0.05%. The capacity of this repair cross section exceeds the design standards for drainage ditches in Iowa as recommended by the Iowa Drainage Guide.

Also found during review of Sub Drainage District No. 1 Open Ditch was a small lateral ditch running east and north from the main ditch at station 43+05. This lateral recieves water from approximately 640 acres, or 68% of the full Sub 1 watershed. Because of the large contributing watershed, we believe it to be beneficial for the district to acquire Right-of-Way containing the ditch and maintain the channel as a district facilty to ensure proper drainage within the Sub 1 benefiting area.

District Right-of-Way

The existing right-of-way was purchased at the establishment of the district. The right-of-way widths were specified in the original Engineer’s Report to be 60 feet measured from the east right-of-way line of the Union Pacific Railroad track in Sections 14 and 23. The existing rights-of-way are adequate to contain the channel, though no access for maintenance is available within the existing easement.

The table below lists the parcels for which Sub 1 currently holds rights-of-way for maintenance of the open ditch:

Existing Right-of-Way Sub 1 Main Open DItch

Landowner S-T-R Legal Parcel ID Right-of-Way

(AC) CLARK, EUGENE

14-76-44 N ½ SW E OF RR S OF CRK & SLY77 ELY443' NE SW N OF CRK

764414300002 1.16

BOSTWICK, BRENDA

14-76-44 SW SW E OF RR 764414300003 1.84

R B D FARMS

23-76-44 NW NW E OF RR EXC DITCH

764423100002 1.82

MORAN BEEF INC

23-76-44 SW NW E OF RR EXC DITCH

764423100004 1.82

MORAN BEEF INC

23-76-44 N ½ SW N & W OF CRK EXC RR E OF CRK NW SW

764423300002 1.75

MORAN BEEF INC

23-76-44 PT SW SW COMM 1319.51'N 100'E SW COR TH E721.99' S1144.69' TO C/L CRK SW276.77' W510.22' N1319.69' TO POB (PARCEL C)

764423300012 1.77

MORAN BEEF INC

26-76-44 PT NW NW N OF PIGEON CRK

764426100001 0.35

Total Right-of-Way Existing (Sub 1 Main Open Ditch) 10.50

Prepared by: Bolton & Menk, Inc. DD 2 Sub 1 Record of Facilities ǀ P12.111254 Page 3

III. PROPOSED WORK We recommend the district acquire right-of-way for and assume maintenance of the the privately built lateral ditch in Section 23-76-44 described previously in this report. This lateral provides necessary drainage to a large portion of the sub district and would therefore be a benefit to those lands.

Included with this report is a plan set showing the repair grade and cross section of the Sub 1 Open Ditch. This plan set also includes our recommended repair grade and cross section for the lateral ditch which we will hereby refer to as Lateral 1.

We find that the proper repair grade and cross section of the Lateral 1 Open Ditch is a 4’ wide bottom with 2:1 sideslopes and a grade of 0.09%. The design flowline of the Lateral 1 Open Ditch corresponds to that of the Sub 1 Main Open Ditch at station 43+05 of the main. This repair cross section exceeds the recommended capacity set forth in the Iowa Drainage Guide.

Main Open Ditch Right-of-Way

The existing 60 foot Right-of-Way is only wide enough to contain the Main open ditch. We recommend an additional 20 feet of right-of-way be acquired along the east side of channel to allow regular maintenance of the facility.

Recommended Additional Right-of-Way Sub 1 Main Open DItch


(AC) CLARK, EUGENE

14-76-44 N ½ SW E OF RR S OF CRK & SLY77 ELY443' NE SW N OF CRK

764414300002 0.40

BOSTWICK, BRENDA

14-76-44 SW SW E OF RR 764414300003 0.61

R B D FARMS


764423100002 0.61

MORAN BEEF INC


764423100004 0.61

MORAN BEEF INC

23-76-44 N ½ SW N & W OF CRK EXC RR E OF CRK NW SW

764423300002 0.58

MORAN BEEF INC

23-76-44 PT SW SW COMM 1319.51'N 100'E SW COR TH E721.99' S1144.69' TO C/L CRK SW276.77' W510.22' N1319.69' TO POB (PARCEL C)

764423300012 0.59

MORAN BEEF INC

26-76-44 PT NW NW N OF PIGEON CRK

764426100001 0.11

Total Additional Right-of-Way Recommended (Sub 1 Main Open Ditch)

3.51

Prepared by: Bolton & Menk, Inc. Assessment Schedule Review DD 2 Sub 1 Record of Facilities ǀ P12.111254 Page 4

Lateral 1 Open Ditch Right-of-Way

Additional right-of-way will need to be acquired to maintain the Lateral 1 Open Ditch. Because of the shallow depth of the lateral ditch, we recommend a 60 foot wide right-of-way centered on the ditch.

Recommended Right-of-Way Sub 1 Lateral 1 Open Ditch


(AC) R B D FARMS


764423100002 1.38

R B D FARMS

23-76-44 NE NW EXC E 16.5' 764423100003 1.74

MORAN BEEF INC


764423100004 0.22

MURRAY, RONALD E TRUST

23-76-44 SE NW 764423100005 0.90

MURRAY, RONALD E TRUST

23-76-44 NW NE 764423200001 0.40

MORAN BEEF INC

23-76-44 S1/2 NE NW OF DITCH & E 16.5' NE NW

764423200003 0.50

Total Right-of-Way Recommended (Sub 1 Lateral 1 Open Ditch) 5.14

If right-of-way is to be acquired, an appraisal commission, made up of two landowners from the county and the engineer, are appointed to recommend fair payment. The right-of-way appraiser’s report is considered at a continued or separate public hearing prior to adoption.

Drainage district rights-of-ways are exempt from real estate taxes and drainage district assessments. Under Iowa law, landowners have the right to the beneficial use of the spoil bank in the right-of-way subject only to the district’s use of the right-of-way to monitor, protect, and maintain the open ditch.

Because the landowners will retain the rights of benefical use, right-of-way is generally compensated at far less than market value. Assuming a compensation rate of $400 per acre of right-of-way, the estimated cost to the district would be $1,400 for the Main open ditch and $2,100 for the Lateral 1 open ditch for a total of $3,500.

IV. ASSESSMENT SCHEDULE REVIEW Benefited Lands Not Now Assessed

There are approximately 190 acres within the Drainage District No. 2 Subdrainage District No. 1 watershed which have never been assessed for benefits received from district facilities. This area is shown on sheet A.02 of the attached plans.

We recommend that all lands which convey water to the facilities of Drainage District No. 2 Subdrainage District No. 1 be annexed.

Existing Assessment Schedule Review

Appendix A contains a map showing the existing assessment schedule for the Subdrainage

Prepared by: Bolton & Menk, Inc. Discussions & Recommendations DD 2 Sub 1 Record of Facilities ǀ P12.111254 Page 5

District No. 1 benefited area. The existing schedule was established at the start of the district and has not been changed since. Considering the age and the general change in reclassification procedures starting in approximately 1970, the current schedule is not wholly inequitable. However, with the annexation of additional lands to the district and the acquisition of a new lateral as a district facility we recommend reclassification to balance the costs between the lateral and main ditches.

If reclassification is ordered, two schedules will be setup, the first for the Main Open Ditch and a second for the Lateral 1 Open Ditch. The cost to create these two schedules will be approximately $5,000-10,000.

General Reclassification Methodology

The process of reclassification uses several factors to equitably spread project costs based upon benefits received. The three common factors are; Use, Proximity and Wetness.

The Use Factor takes into account how much of the facility is required to bring an outlet to a particular location. The more a facility is used by any given property, the higher the use factor on that property. A parcel using one mile of a facility should pay less than a parcel using 5 miles of the facility.

The Proximity Factor takes into account the portion of the outlet provided. Lands nearer to the tile or ditch receive a higher assessment because they have easy access to district facilities. Lands farther from the facility must invest in additional private drainage to access the facility. A 40 acre tract which is crossed by a tile should pay more than a 40 acre tract a mile away which must build a private system to reach the tile.

The soil drainage class accounts for the soil types’ varying natural wetness and need for drainage. Wet soils in a pothole are high because the soils have more need for drainage than drier soils on the hill tops.

Many other considerations may be necessary to achieve equitable assessments.

V. DISCUSSIONS & RECOMMENDATIONS Acquistion Recommended. We recommend the district accept the existing privately dug lateral open ditch as a district facilty. The district would assume all future maintenance of this lateral open ditch.

Right-of-Way Recommended. We recommend the district purchase a permanent right-of-way encompassing the existing privately dug lateral open ditch and widen the exisitng right-of-way on the main open ditch. This right-of-way would be used to maintain the ditch as a district facility, protecting the drainage rights of those lands which drain to the channel.

Annexation Recommended. Approximately 20% of the lands which drain to the improved outlet provided by Drainage District No. 2 Subdrainage District No. 1 (190 acres) are benefited by district facilities, but have not been assessed for maintenance costs of the facilities. In order for these lands to now be assessed to help pay for future maintenance, it is necessary to bring them into Drainage District No. 2 Subdrainage District No. 1 by annexation procedures described in Iowa Drainage laws. Annexation procedures are estimated to cost approximately $5,000.

Reclassification Recommended. The inclusion of approximately 190 acres of land and the acquisition of new district facilities necessitates reclassification of the district to create an equittable basis upon which to spread the costs of future maintenance.

Prepared by: Bolton & Menk, Inc. Discussions & Recommendations DD 2 Sub 1 Record of Facilities ǀ P12.111254 Page 6

It is recommended that the Board of Trustees for Drainage District No. 2 Subdrainage District No. 1, take appropriate action, with legal guidance, to accomplish the following:

• Tentatively approve this engineer’s report.

• Appoint rights-of-way appraisers and continue hearing.

• Approve rights-of-way compensation.

• Initiate procedures to annex benfited lands to Drainage District No. 2 Subdrainage District No. 1.

• Initiate reclassification procedures.

Respectfully submitted,

Bolton & Menk, Inc.

Appendix A: Existing Assessment Schedule Review

OLD

LINCO

LN H

WY

MISS

OURI

AVE

OLD MORMON BRIDGE RD

W JACKSON STLOMBARDY RD

JOSLIN AVE

E WELCH ST

E FLORENCE ST

VALL

EY D

R

JOHN

SON

ST

SILVE

R LNPO

KAMO

KE LN

RIORDAN ST

Private

GOLD

EN H

ILLS D

R

WALN

UT ST

W MAY ST

PLATINUM DR

W TREMONT ST

GROVE ST

WHEE

LER

ST

E TREMONT ST

JOHN

SON

ST

29%

38.8%

100%

74.1%

54%

25%

29.6%

46.1%

50.6% 13.2%

56.4%

57.2%

59.3%

1.8%12.1%

3%

19%

1.2%

11%

24.8%

1.2%

1.6%

1.8%

1%

Union

Pac

ific R

ailroa

d

DD 2 Sub 1Pigeon DD 2

Existing Assessment Schedule ReviewJuly, 2018

InformationPercentage indicates Benefit Rating. 100%parcel is the highest assessed, all other percentages are relative to that parcel.Red indicates higher assessment per acre,and green indicates lower assessment per acre.

Map D

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Legend

DD 2 LeveeDD 2 Ditch w/LeveeDD 2 Sub 1Ditch

Appendix B: Proposed Plans

PROJECT LOCATION

PROJECT LIMITS

MAP LEGEND

CONTRACTOR:

OBSERVER:

DATE:

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0 52802640RECORD DRAWING

INFORMATIONBM=994.00

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300 WEST MCKINLEY ST, P.O. BOX 68JEFFERSON, IOWA 50129

Phone: (515) 386-4101Email: [email protected]

www.bolton-menk.com

PIGEON CREEK DRAINAGE DISTRICT POTTAWATTAMIE COUNTY, IOWASUBDRAINAGE DISTRICT NO. 1 RECORD OF FACILITIES

JPR

JPR

DDE

P12.111254

NOTE: EXISTING UTILITY INFORMATION SHOWN ON THISPLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THECONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIORTO COMMENCING CONSTRUCTION AS REQUIRED BY STATELAW. NOTIFY IOWA ONE CALL, 1-800-292-8989.

THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN ISUTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THISUTILITY LEVEL WAS DETERMINED ACCORDING TO THEGUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARDGUIDELINES FOR THE COLLECTION AND DEPICTION OFEXISTING SUBSURFACE UTILITY DATA."

PROJECT DATUM:

HORIZONTAL: IOWA STATE PLANESOUTH ZONE

VERTICAL: NAVD 88

DRAINAGE DISTRICT NO. 2SUBDRAINAGE DISTRICT NO. 1

PRELIMINARY PLANS FOR

RECORD OF FACILITIESMAY, 2018

USGS MONUNMENT V138W END OF S WING WALL

OF RR BRIDGE

A.01TITLE SHEET

Sheet List TableSheet Number Sheet Title

A.01 TITLE SHEETA.02 LANDOWNER PLATD.01 SUB 1 MAIN OPEN DITCH PLAN & PROFILED.02 SUB 1 MAIN OPEN DITCH PLAN & PROFILED.03 SUB 1 MAIN OPEN DITCH PLAN & PROFILED.04 SUB 1 LAT 1 OPEN DITCH PLAN & PROFILED.05 SUB 1 LAT 1 OPEN DITCH PLAN & PROFILEG.01 BENCHMARKSG.02 ALIGNMENT GEOMETRY

NOTE: NO SURVEY CONDUCTED ONSUBDRIANAGE DISTRICT NO. 1 OPENDITCHES. ALL GRADES SHOWN ARELIDAR OR DESIGNS ONLY.

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 7705

1015

20

25 30 3539

EICHSTADT, ARVIN

B-SHIRLEY H

SE NW

14-76-44

BOSTWICK,

BRENDA

SW SW E OF RR

14-76-44

MORAN

BEEF INC

S

1

2

NE NW OF DITCH

& E16.5' NE NW

23-76-44

BOSTWICK,

BRENDA

SE SW

14-76-44

HIVELY,

AUSTIN

MURRAY,

RONALD

E TRUST

NW NE

23-76-44

MURRAY,

RONALD

E TRUST

SE NW

23-76-44

R B D FARMS

NE NW EXC E16.5'

23-76-44

TERRY,

PHILIP D

14-76-44

MORAN

BEEF INC

NW SE NW

OF DITCH

23-76-44

BREWER, O

WARREN JR

NE NE

14-76-44

MURRAY,

RONALD

E TRUST

NE NE

23-76-44

TERRY,

PHILIP D

BREWER, O

WARREN JR

NW NE

14-76-44

EICHSTADT, ARVIN

B-SHIRLEY H

E OF RR SW NW

14-76-44

BREWER, O

WARREN JR

N

1

2

SE N OF CRK

14-76-44

BREWER, O

WARREN JR

SE NE

14-76-44

TERRY,

PHILIP D

14-76-44

MORAN

BEEF INC

S

1

2

SE

14-76-44

MORAN

BEEF

INC

MORAN BEEF INC

N1/2 SW N & W OF CRK

EXC RR E OF CRK NW SW

23-76-44

BRWER, O WARREN JR

SW NW EXC LYING SE OF

CRK

13-76-44

MORAN BEEF INC

SW NW E OF RR EXC

DITCH

23-76-44

MORAN BEEF INC

NW NW EXC

PLATTED ADD

13-76-44

FLEISCHER, KORBY

NE SE & SW SE ALL S

OF SURVEY LINE & SE

SE EXC COMM SE COR TH WLY100' NLY584'ELY85'

NLY271' SELYTO E LINE SLY TO POB& 12-76-44 PT

SW SW COMM 888.79'N SW CORTH ELY312' N399.93'W285.33'

S431.96' TOPOB (PARCEL A)

11-76-44

CRESCENT TWP

14-76-44

S OF CRK NE SE

MORAN BEEF INC

SW SW COMM 1319.51'N

100'E SW COR TH E721.99' S1144.69'

TO C/L CRK SW276.77' W510.22'

N1319.69' TO POB (PARCEL C)

23-76-44

MURRAY, RONALD TRUST

NW NW EXC

NLY721.59' E OF HWY

24-76-44

CLARK, EUGENE

N1/2 SW E OF RR S OF

CRK & SLY77' ELY443'

NE SW N OF CRK

14-76-44

EICHSTADT, ARVIN

B-SHIRLEY H

N1/2 SW N OF

CRK & E OF

RR EXC SLY77'

ELY443'

14-76-44

TERRY, PHILIP D

SW SW EXC SE OF HWY &

EXC CRK

13-76-44

RBD FARMS

NW NW E OF RR

EXC DITCH

23-76-44

CRESCENT TWP

14-76-44

S OF CRK NW SE

TERRY, PHILIP D

NW SW EXC DITCH & EXC

NW OF CRK

13-76-44

COLLIER,

JAMES

BREWER, O

WARREN JR

MORAN BEEF INC

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www.bolton-menk.com

PIGEON CREEK DRAINAGE DISTRICT POTTAWATTAMIE COUNTY, IOWASUBDRAINAGE DISTRICT NO. 1 REOCRD OF FACILITIES

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A.02LANDOWNER PLAT

UNION PACIFIC RAILROAD

OLD M

ORM

ON TRAIL RO

AD

CRESCENT

152ND ST.

JOSLIN AVE.

OLD LINCOLN HIGHWAY

MISSOURI AVE.23 14

1324

PARCEL LINES

LEGEND

WATERSHED BOUNDARYCRESCENT CITY LIMITSLANDS RECOMMENDED FOR ANNEXATION

EXISTING ASSESSMENT BOUNDARY

SUB 1 MAIN OPEN DITCH

SUB 1 LATERAL 1 O

PEN DITCH

11

12

PIGEON CREEK MAIN OPEN DITCH

970

975

980

985

990

995

1000

1005

1010

1015

970

975

980

985

990

995

1000

1005

1010

1015

980.

2698

0.3

60+00

980.

3198

0.3

61+00

980.

3698

0.4

62+00

980.

4198

0.4

63+00

980.

4698

0.5

64+00

980.

5198

0.5

65+00

980.

5698

0.6

66+00

980.

6198

0.6

67+00

980.

6698

0.7

68+00

980.

7198

0.7

69+00

980.

7698

0.8

70+00

980.

8198

0.8

71+00

980.

8698

0.9

72+00

980.

9198

0.9

73+00

980.

9698

1.0

74+00

981.

0198

1.0

75+00

981.

0698

1.1

76+00

981.

1198

1.1

77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00

0.05%VPI:

60+0

0.00

EL: 9

80.2

6

VPI:

77+6

8.55

EL: 9

81.1

5

8' BASE2:1 SIDE SLOPES

RIGHT DITCH BANK

LEFT DITCH BANK

DESIGN FLOWLINE

59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 77

GUNDY, SHARON

A TRUST

SE NE

15-76-44


GUNDY, SHARON A TRUST

N OF CRK NE SE

15-76-44

STROY, JANICE E TRUST

S OF CR NE SE

15-76-44

STROY, JANICE

E TRUST

EXC N OF

CR SE SE

15-76-44

60'

EXISTING DRAINAGE DISTRICT ROW

BOSTWICK,

BRENDA

SW SW E OF RR

14-76-44

EICHSTADT, ARVIN

B-SHIRLEY H

E OF RR SW NW

14-76-44

CLARK, EUGENE

N1/2 SW E OF RR S OF

CRK & SLY77' ELY443'

NE SW N OF CRK

14-76-44

EICHSTADT, ARVIN

B-SHIRLEY H

N1/2 SW N OF

CRK & E OF

RR EXC SLY77'

ELY443'

14-76-44

PROPOSED DRAINAGE DISTRICT ROW

20'

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JPR

JPR

DDE

P12.111254

D.03SUB 1 MAIN OPEN DITCH PLAN & PROFILE

OLD PIG

EON

CREEK BED

970

975

980

985

990

995

1000

1005

1010

1015

970

975

980

985

990

995

1000

1005

1010

1015

977.

2697

7.3

0+00

977.

3197

7.3

1+00

977.

3697

7.4

2+00

977.

4197

7.4

3+00

977.

4697

7.5

4+00

977.

5197

7.5

5+00

977.

5697

7.6

6+00

977.

6197

7.6

7+00

977.

6697

7.7

8+00

977.

7197

7.7

9+00

977.

7697

7.8

10+00

977.

8197

7.8

11+00

977.

8697

7.9

12+00

977.

9197

7.9

13+00

977.

9697

8.0

14+00

978.

0197

8.0

15+00

978.

0697

8.1

16+00

978.

1197

8.1

17+00

978.

1697

8.2

18+00

978.

2197

8.2

19+00

978.

2697

8.3

20+00

978.

3197

8.3

21+00

978.

3697

8.4

22+00

978.

4197

8.4

23+00

978.

4697

8.5

24+00

978.

5197

8.5

25+00

978.

5697

8.6

26+00

978.

6197

8.6

27+00

978.

6697

8.7

28+00

978.

7197

8.7

29+00

978.

7697

8.8

30+00

VPI:

0+00

.00

EL: 9

77.2

6

VPI:

30+0

0.00

EL: 9

78.7

6

0.05%


RIGHT DITCH BANK

LEFT DITCH BANK

LOMBARDYROAD

DESIGN FLOWLINE

109

110

111

112

113

114

115

116

117

1180

0

1

111

112

113

114

115

116

109

110

111

112

113

114

115

116

117

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31

CRESCENT IOWA

FARM LLC

G/L 7 E

1

2

SE

22-76-44

CRESCENT IOWA

FARM LLC

G/L 7 E

1

2

SE

22-76-44


CRESCENT IOWA

FARM LLC

PT G/L E CO RD & N

OF MORMAN BRDIGE

RD & CR

27-76-44

60'


LO

MB

AR

DY

R

OA

D

LO

MB

AR

DY

R

OA

D

MORAN BEEF INC

PT NW NW N OF

PIGEON CRK

26-76-44

MORAN BEEF INC

N1/2 SW N & W OF CRK

EXC RR E OF CRK NW SW

23-76-44

MORAN BEEF INC

SW SW COMM 1319.51'N

100'E SW COR TH E721.99' S1144.69'

TO C/L CRK SW276.77' W510.22'

N1319.69' TO POB (PARCEL C)

23-76-44


20'

R

SHEET

Bol

ton

& M

enk,

Inc.

201

8, A

ll Ri

ghts

Res

erve

dc H:

\PO

TTAW

AT_C

O_I

A\P1

2111

254\

CAD\

C3D\

SHEE

TS\1

1125

4D01

_2Su

b1.d

wg

7/26

/201

8 4:

24:0

6 PM

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

REVISION DATENO.

R



www.bolton-menk.com


JPR

JPR

DDE

P12.111254



EXISTING CULVERTNOT REVIEWED

970

975

980

985

990

995

1000

1005

1010

1015

970

975

980

985

990

995

1000

1005

1010

1015

978.

7697

8.8

30+00

978.

8197

8.8

31+00

978.

8697

8.9

32+00

978.

9197

8.9

33+00

978.

9697

9.0

34+00

979.

0197

9.0

35+00

979.

0697

9.1

36+00

979.

1197

9.1

37+00

979.

1697

9.2

38+00

979.

2197

9.2

39+00

979.

2697

9.3

40+00

979.

3197

9.3

41+00

979.

3697

9.4

42+00

979.

4197

9.4

43+00

979.

4697

9.5

44+00

979.

5197

9.5

45+00

979.

5697

9.6

46+00

979.

6197

9.6

47+00

979.

6697

9.7

48+00

979.

7197

9.7

49+00

979.

7697

9.8

50+00

979.

8197

9.8

51+00

979.

8697

9.9

52+00

979.

9197

9.9

53+00

979.

9698

0.0

54+00

980.

0198

0.0

55+00

980.

0698

0.1

56+00

980.

1198

0.1

57+00

980.

1698

0.2

58+00

980.

2198

0.2

59+00

980.

2698

0.3

60+00

0.05%VPI:

30+0

0.00

EL: 9

78.7

6

VPI:

60+0

0.00

EL: 9

80.2

6


STA:

43+

05.0

0LA

TERA

L 1

OPE

N D

ITCH

RIGHT DITCH BANK

LEFT DITCH BANK

DESIGN FLOWLINE

29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 6101

23

45

BOSTWICK,

BRENDA

14-76-44

CRESCENT IOWA

FARM LLC

N

1

2

G/L 6 SE NE

22-76-44

CRESCENT IOWA

FARM LLC

S

1

2

G/L 6 SE NE

22-76-44


CRESCENT IOWA

FARM LLC

G/L 5 N

1

2

N

1

2

22-76-44

STROY, JANICE

E TRUST

EXC N OF

CRK SE SE

15-76-44

60'


60'

MORAN BEEF INC

SW NW E OF RR EXC

DITCH

23-76-44

RBD FARMS

NW NW E OF RR

EXC DITCH

23-76-44


20'

R

SHEET

Bol

ton

& M

enk,

Inc.

201

8, A

ll Ri

ghts

Res

erve

dc H:

\PO

TTAW

AT_C

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TS\1

1125

4D01

_2Su

b1.d

wg

7/26

/201

8 4:

24:1

2 PM

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

REVISION DATENO.

R



www.bolton-menk.com


JPR

JPR

DDE

P12.111254


970

975

980

985

990

995

1000

1005

1010

1015

970

975

980

985

990

995

1000

1005

1010

1015

979.

4298

6.1

0+00

979.

5198

5.6

1+00

979.

5998

3.4

2+00

979.

6898

4.1

3+00

979.

7798

5.3

4+00

979.

8598

4.9

5+00

979.

9498

6.3

6+00

980.

0398

4.1

7+00

980.

1198

4.1

8+00

980.

2098

5.9

9+00

980.

2998

5.3

10+00

980.

3798

5.8

11+00

980.

4698

8.7

12+00

980.

5598

6.9

13+00

980.

6398

6.6

14+00

980.

7298

6.5

15+00

980.

8198

6.4

16+00

980.

9098

6.2

17+00

980.

9898

6.2

18+00

981.

0798

6.0

19+00

981.

1698

5.0

20+00

981.

2498

6.3

21+00

981.

3398

6.7

22+00

981.

4298

6.7

23+00

981.

5098

7.0

24+00

981.

5998

7.7

25+00

981.

6898

7.1

26+00

981.

7698

7.1

27+00

981.

8598

7.2

28+00

981.

9498

7.1

29+00

982.

0298

7.2

30+00

0.09%

VPI:

0+00

.00

EL: 9

79.4

2

VPI:

30+0

0.00

EL: 9

82.0

2


EXISTING GROUND

DESIGN FLOWLINE

3536

3738

3940

4142

4344

45

01

23

45

67

89

1011

1213

1415

1617

1819

2021

2223

24

2526

2728

2930

3132

U

N

IO

N

P

A

C

IF

IC

R

A

IL

R

O

A

D

60'

E

X

IS

T

IN

G

D

R

A

IN

A

G

E

D

IS

T

R

IC

T

R

O

W

M

O

R

A

N

B

E

E

F

IN

C

MORAN

BEEF INC

S

1

2

NE NW OF DITCH

& E16.5' NE NW

23-76-44

MURRAY, RONALD

E TRUST

NW NE

23-76-44

60'

P

R

O

P

O

S

E

D

D

R

A

IN

A

G

E

D

IS

T

R

IC

T

R

O

W

60'

MURRAY,

RONALD

E TRUST

SE NW

23-76-44

R B D FARMS

NE NW EXC E16.5'

23-76-44

MORAN BEEF INC

SW NW E OF RR EXC

DITCH

23-76-44

MORAN BEEF INC

SW NW E OF RR EXC

DITCH

23-76-44

SHEET

Bol

ton

& M

enk,

Inc.

201

8, A

ll Ri

ghts

Res

erve

dc H:

\PO

TTAW

AT_C

O_I

A\P1

2111

254\

CAD\

C3D\

SHEE

TS\1

1125

4D01

_2Su

b1.d

wg

7/26

/201

8 4:

24:1

9 PM

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

REVISION DATENO.

R



www.bolton-menk.com


JPR

JPR

DDE

P12.111254

D.04SUB 1 LAT 1 OPEN DITCH PLAN & PROFILE

R

970

975

980

985

990

995

1000

1005

1010

1015

970

975

980

985

990

995

1000

1005

1010

1015

982.

0298

7.2

30+00

982.

1198

7.3

31+00

982.

2098

7.5

32+00

982.

2998

7.6

33+00

982.

3798

7.8

34+00

982.

4698

7.8

35+00

982.

5598

8.0

36+00

982.

6398

8.0

37+00

986.

5298

8.4

38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00

16.6

7%

0.09%VPI:

30+0

0.00

EL: 9

82.0

2

VPI:

37+7

7.09

EL: 9

82.7

0VP

I: 38

+09.

68EL

: 988

.13


EXISTING GROUND

EXISTING ROAD CULVERTWAS NOT SURVEYED

MISSOURIAVE.

DESIGN FLOWLINE

1819

2021

2223

2425 26

2728

2930

3132 33

3435 36 37

38

3939

MURRAY, RONALD

E TRUST

23-76-44

M

O

R

A

N

B

E

E

F

IN

C

M

IS

S

O

U

R

I A

V

E

M

IS

S

O

U

R

I A

V

E

P

R

O

P

O

S

E

D

D

R

A

IN

A

G

E

D

IS

T

R

IC

T

R

O

W

60'

MORAN

BEEF INC

S

1

2

NE NW OF DITCH

& E16.5' NE NW

23-76-44

BOSTWICK,

BRENDA

SE SW

14-76-44

MURRAY,

RONALD

E TRUST

NW NE

23-76-44

MORAN

BEEF INC

S

1

2

SE

14-76-44

MORAN BEEF INC

SW NW E OF RR EXC

DITCH

23-76-44

SHEET

Bol

ton

& M

enk,

Inc.

201

8, A

ll Ri

ghts

Res

erve

dc H:

\PO

TTAW

AT_C

O_I

A\P1

2111

254\

CAD\

C3D\

SHEE

TS\1

1125

4D01

_2Su

b1.d

wg

7/26

/201

8 4:

24:2

6 PM

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

REVISION DATENO.

R



www.bolton-menk.com


JPR

JPR

DDE

P12.111254

D.05SUB 1 LAT 1 OPEN DITCH PLAN & PROFILE

R

© 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS

I-680

I-29

130TH ST.

RIVERROAD N

RIVERROAD N

HAMLET LN

OLD MORM

ON BRIDGE ROADJET LN

LOM

BARDY RD

LACE LN

I-29

I-29152ND ST.

152ND ST.

152ND ST.MISSO

URI AVE.

145TH ST.

145TH ST.

MEADOWLARK LOOP

MARIGO

LD LN

145TH ST.

145TH ST.JOSLIN AVE.

CN RAILROAD


CANADIAN NATIONAL RAILROAD

9162128324

5 31 29 17 8

10152227333

MISSOURI RIVER

MISSO

URI RIVER

SHEET

Bol

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& M

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Inc.

201

8, A

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Res

erve

dc H:

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dwg

7/26

/201

8 4:

24:3

6 PM

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

REVISION DATENO.

R



www.bolton-menk.com

PIGEON CREEK DRAINAGE DISTRICT POTTAWATTAMIE COUNTY, IOWASUBDRAINAGE DISTRICT NO. 1 RECORD OF FACILITIES

JPR

JPR

DDE

P12.111254

G.01BENCHMARKS

R

DD SUB 1 MAIN DD SUB 1 LATERAL

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 7705

1015

20

25 30 35

39

R

SHEET

Bol

ton

& M

enk,

Inc.

201

8, A

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ghts

Res

erve

dc H:

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4_LA

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_SU

B1.d

wg

7/26

/201

8 4:

24:3

8 PM

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

REVISION DATENO.

R



www.bolton-menk.com


JPR

JPR

DDE

P12.111254

G.02ALIGNMENT GEOMETRY


OLD M

ORM

ON TRAIL RO

AD

CRESCENT

152ND ST.

JOSLIN AVE.


MISSOURI AVE.23 14

SUB 1 MAIN OPEN DITCH

SUB 1 LATERAL 1 O

PEN DITCH

engineer’s report for record of facilities · dd 2 sub 1 record of facilities ǀ p12.111254 page...

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