Drawings TSFH_Part5.pdf

PDF 5 MB Posted Mar 15, 2019

Attached to: 751/16262. JAG; Thompson State Fish Hatchery - Renovation
Solicitation number: RFQ 171 190000000251 3
Issued by: Sanilac County, Michigan

About this file

Written by GovTribe AI · Mar 13, 2026

This is a drawing file for the Thompson State Fish Hatchery renovation and construction project located at 944 S. State Highway M149 in Manistique, Michigan, involving the Michigan Department of Natural Resources Fisheries Division. The project encompasses the renovation of the existing steelhead rearing operations and the construction of a new cold water facility with associated infrastructure. Work includes construction of rearing ponds, deep geothermal wells, UV treatment systems, shallow wells, an incubation building, a storage building, access roads, and associated piping. The total project site disturbs approximately 19.47 acres with 16.77 acres of active disturbance and approximately 22,005 square feet of impervious area increase. Tree clearing involves approximately 14.40 acres of full clearing and 0.58 acres of selective clearing. The project drawings were issued for bidding on February 20, 2019, with multiple submittal phases completed between June 2018 and December 2018. Site visits by contractors are required prior to bid submission to observe existing conditions and previous clearing work.

The project involves soil erosion and sedimentation control (SESC) requirements compliant with Michigan Part 91 regulations, with the contractor required to submit an implementation plan prior to earthwork commencement. Temporary vegetation seeding specifications are provided for various site conditions, with permanent seeding schedules tailored to the Upper Peninsula climate. The contractor is responsible for maintaining erosion control measures throughout construction, inspecting weekly and after rain events, and completing permanent stabilization within five days of final grading. All disturbed areas must achieve 70% vegetative cover or hard cover stabilization, with a Notice of Termination filed upon project completion. The site contains interbedded lacustrine soils with groundwater observed at depths of 0.8 to 7.5 feet below existing grade.

View the file

Other files

File	Type	Posted
Drawings TSFH_Part13.pdf	PDF	Mar 15, 2019
Drawings TSFH_Part2 (s).pdf	PDF	Mar 15, 2019
Drawings TSFH_Part10.pdf	PDF	Mar 15, 2019
Addendum 1 TSFH.pdf	PDF	Mar 15, 2019
Advertisement TSFH.pdf	PDF	Mar 15, 2019
Drawings TSFH_Part12.pdf	PDF	Mar 15, 2019
Drawings TSFH_Part8.pdf	PDF	Mar 15, 2019
Specifications TSFH_Part1.pdf	PDF	Mar 15, 2019
Drawings TSFH_Part3.pdf	PDF	Mar 15, 2019
Specifications TSFH_Part2.pdf	PDF	Mar 15, 2019
Drawings TSFH_Part7.pdf	PDF	Mar 15, 2019
Drawings TSFH_Part1.pdf	PDF	Mar 15, 2019
Drawings TSFH_Part11.pdf	PDF	Mar 15, 2019
Specifications TSFH_Part3.pdf	PDF	Mar 15, 2019
Drawings TSFH_Part4.pdf	PDF	Mar 15, 2019
Drawings TSFH_Part6.pdf	PDF	Mar 15, 2019
Drawings TSFH_Part9.pdf	PDF	Mar 15, 2019

Show all 17

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

STABILIZATION

POND

THOMPSON CREEK

S T

A T

I G

H W

A Y

MAINTENANCE SHED

SETTLING

POND

SEDIMENT

SPOILS AREA

DIRT ACCESS ROAD

THOMPSON CREEK

SPRING POND

AND COVER

RESIDENCE

DEEP WELL

D-2

OB-2 HATCHERY

MANAGER'S WELL

DRAIN FIELD

AERATION #2

DEEP WELL D-1

GRAVEL ACCESS ROAD

1 1/4" OVERBURDEN

OBSERVATION WELL

SHALLOW

WELL S-1

EXISTING DIRT

ACCESS ROAD

SHALLOW

WELL S-2

AERATION

#3 & #4

ENTRANCE ROAD

SHALLOW

WELL S-3

OB-1

WELL

UPPER RACEWAYS

LOWER RACEWAYS.

(SEE 'S', 'P', & 'E' SHEETS)

COLD WATER HATCHERY BUILDING.

(SEE 'S', 'P', & 'E' SHEETS)

EMERGENCY GENERATOR

BUILDING. SEE 'E' SHEETS.

EXISTING 18" AC PIPE

NEW DEEP WELL D-3

TREE CLEARING

TO GROUND LEVEL.

NO GRUBBING

TREE CLEARING AND

GRUBBING THIS AREA

4321 5

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

EXISTING HATCHERY

FACILITY

DEMOLITION PLAN

1"=100'

X1.1

X1.1.dwg

GENERAL NOTES

1. BASE MAP WAS COMPILED FROM A PREVIOUS

CONSTRUCTION PROJECT THAT OCCURRED ON

SITE. INFORMATION HAS NOT BEEN VERIFIED BY

SURVEY MAPPING. BASE MAPPING IS NOT

GEO-REFERENCED AND NOT IN STATE PLANE

COORDINATES.

100100 0

SCALE IN FEET

PLAN NORTH TRUE NORTH

ALL WORK ON THIS SHEET

RELATING TO THE NEW DEEP

WELL IS ASSOCIATED WITH

DEDUCTIVE ALTERNATE #2

F M

L I C

S S

E E

TERRA L.

McPARLAND

ENGINEER

No.

6201067621

02/20/2019 ISSUED FOR BIDDINGA

2/21/2019

L I C

S S

E E

TERRA L.

McPARLAND

ENGINEER

No.

6201067621

SB1

SB4

40284

40334

SB2

SB3

40337

40338

SB5

I S

I L

I N

SB08

SB07

SB09

SB10

SB11

SB12

SB13

SB15

SB16

SB14

OLD STRUCTURE

FOUNDATION

OLD STRUCTURE

FOUNDATION

EXISTING HOUSE

FFE = 616.55

EXISTING GARAGE

FFE = 616.81

8" WELL

6" WELL

24" RCP CULVERT

INV 619.39

INV 620.28

GRAVEL ACCESS ROAD

WETLANDS

UNPAVED PATH

STEPS AND SIDEWALK

UNPAVED

PATH

GRAVEL

ACCESS ROAD

THOMPSON CREEK

RETAINING WALL

WALLS

12" CMP

INV 610.55

12" CMP

INV 609.36

12" CMP CULVERT

UPSTREAM PIPE LOCATION NOT IDENTIFIED

INV 621.89

12" RCP CULVERT

INV 617.10

36" CPP CULVERT

INV 617.30

36" CPP CULVERT

INV 611.96

DRIVEWAY

SIGN

'DO NOT PASS'

TELE PED.

STOP SIGNS

'PASS WITH CARE' SIGN

REFLECTOR

TELE PED. (3)

TELE PED. (2)

STREAM

DRIVEWAY

TELE PED.

36" CMP CULVERT

INV 599.97

36" CMP CULVERT

INV 600.59

'NO FISHING' SIGN

36"X60" RCP CULVERT

INV 600.96

36"X60" RCP CULVERT

INV 600.22

METAL GATE

SIGN-'GATE AHEAD'

8" CLAY PIPE

UPHILL PIPE UNKNOWN

INV 599.56

LP TANK

500 GAL.

TELE PED.

(2) TELE PED.

18" RCP CULVERT

INV 626.28

CONCRETE R/W MARKER

UTILITY

POLE AND

GUY WIRE

UPLAND

WETLANDS

UGT

U G

UGT

300004

300000

300001

300003

EXISTING WELL S-5

EXISTING

WELL S-4

THOMPSON CREEK

STATE HIGHWAY M-149

LIMITS OF DISTURBANCE /

TREE CLEARING & GRUBBING

(TOE OF PROPOSED SLOPE)

CLEAR AND GRUB TO HIGHWAY. COORDINATE

WITH MDOT FOR POSSIBLE AREAS ALONG

HIGHWAY THAT COULD BE RESTRICTED FROM

SPRAYING OR REMOVAL OF BRUSH.

EXISTING ACCESS ROAD

LIMITS OF TREE CLEARING

AND GRUBBING=

APPROXIMATELY ~14.40 AC.

N:412535.06

E:26414526.99

DEMOLISH GUARDRAIL SOUTH

OF NEAREST GUARDRAIL JOINT

FOR CONSTRUCTION OF NEW

ENTRANCE DRIVE

SALVAGE & REUSE

GUARDRAIL & TERMINAL

CLEAR AND GRUB

TO EDGE OF

STREAM/DITCH

N: 411662.52

E: 26415203.53

N: 412543.29

E: 26415648.57

N: 411779.66

E: 26415766.20

N: 412629.20

E: 26414510.80

N: 411790.78

E: 26415759.07

N: 412450.26

E: 26415685.90

SELECTIVE TREE CLEARING =

APPROXIMATELY ~0.22 AC.

SELECTIVE TREE CLEARING =

APPROXIMATELY ~0.18 AC.

20' - TEMPORARY ACCESS

FOR UTILITY INSTALLATION

TEMPORARY ACCESS FOR

UTILITY INSTALLATION.

REFER TO SHEET D1.4

TEMPORARY ACCESS FOR

UTILITY INSTALLATION

20' - TEMPORARY ACCESS

FOR UTILITY INSTALLATION.

REFER TO SHEET D1.4 FOR

LOCATION.

N: 412089.18

E: 26414875.78

N: 412618.46

E: 26414491.71

LIMITS OF DISTURBANCE /

TREE CLEARING & GRUBBING

(TOP OF PROPOSED SLOPE)

LIMITS OF DISTURBANCE /

TREE CLEARING & GRUBBING

(TOP OF PROPOSED SLOPE)

LIMITS OF DISTURBANCE /

TREE CLEARING & GRUBBING

(TOP OF PROPOSED SLOPE)

LIMITS OF DISTURBANCE /

TREE CLEARING & GRUBBING

(TOE OF PROPOSED SLOPE)

N: 412756.60

E: 26414718.69

N: 412666.54

E: 26415177.04

N: 412670.74

E: 26415179.00

N: 412662.28

E: 26415197.12

N: 412658.76

E: 26415195.48

N: 412489.46

E: 26415326.98

N: 412632.38

E: 26414949.87

N: 411723.56

E: 26415323.49

N: 411732.64

E: 26415319.82

N: 412109.02

E: 26414899.43

N: 412747.74

E: 26414789.28

N: 412680.89

E: 26414639.98

N: 412694.12

E: 26414626.21

N: 412782.14

E: 26414824.38

N: 412822.67

E: 26414850.01

N: 412833.70

E: 26414886.38

N: 412825.01

E: 26414901.94

N: 412787.70

E: 26414911.34

N: 412726.22

E: 26414877.73

N: 412556.04

E: 26415008.54

N: 412629.63

E: 26415090.25

N: 412642.57

E: 26415165.85

N: 412631.97

E: 26415182.97

N: 412482.98

E: 26415309.80

N: 412504.09

E: 26415365.77

N: 412458.85

E: 26415460.64

N: 412405.19

E: 26415477.43

N: 412385.06

E: 26415521.01

N: 412599.99

E: 26415556.24

N: 412600.51

E: 26415512.54

N: 412570.41

E: 26415428.62

N: 412442.55

E: 26415411.72

N: 412392.72

E: 26415377.37

N: 412424.25

E: 26415399.10

N: 412315.86

E: 26415287.13

N: 412279.83

E: 26415315.03

N: 412255.42

E: 26415310.12

N: 412246.15

E: 26415299.11

N: 412170.15

E: 26415357.17

N: 412102.51

E: 26415399.00

N: 412056.23

E: 26415463.39

N: 411983.18

E: 26415495.12

N: 411998.14

E: 26415507.89

N: 411865.66

E: 26415501.55

N: 411833.00

E: 26415470.47

N: 412078.80

E: 26415564.05

N: 412075.94

E: 26415601.46

N: 412042.03

E: 26415626.38

N: 412044.34

E: 26415671.33

N: 412086.51

E: 26415653.56

N: 412075.09

E: 26415698.74

N: 412069.67

E: 26415699.71

N: 412014.35

E: 26415588.03

N: 412609.19

E: 26415622.46

N: 412425.19

E: 26415624.36

N: 412348.31

E: 26415682.12

N: 412284.95

E: 26415710.08

N: 412208.97

E: 26415809.09

N: 412202.42

E: 26415851.33

UPLAND

N: 412946.84

E: 26414389.43

SELECTIVE TREE CLEARING =

APPROXIMATELY ~0.18 AC.

4321 5

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

COOL WATER FACILITY

DEMOLITION PLAN

1"=100'

X1.2

X1.2.dwg100100 0

SCALE IN FEET

GENERAL NOTES

1. PREVIOUS TREE CLEARING WITHIN THE PROJECT

AREA HAS OCCURRED ON SITE. CONTRACTOR(S)

SHALL VISIT AND OBSERVE THE SITE PRIOR TO

SUBMITTING THEIR BID AND INCLUDE IN THEIR BID

ALL WORK NECESSARY TO COMPLETE THE

CONTRACT.

2. TOPOGRAPHIC INFORMATION WAS PROVIDED BY A

FIELD SURVEY PERFORMED BY NORTHWEST

DESIGN GROUP, LLC AND OHM ADVISORS IN APRIL

5-9, APRIL 18-19, JUNE 5-6, 2017, SEPT. 17-21, 2018

CONTACT:

DAVE BOYLE

OHM ADVISORS

2940 PARKVIEW DRIVE

PETOSKEY, MI 49770

P: (231) 344-1157

3. HORIZONTAL CONTROL IS BASED ON MICHIGAN

STATE PLANE COORDINATE SYSTEM NORTH ZONE

NAD83(2011).

4. ELEVATIONS ARE MICHIGAN STATE PLANE

COORDINATE SYSTEM NORTH ZONE GEOID12B

NAVD88.

LEGEND

MAJOR TOPO SURVEY CONTOUR

MINOR TOPO SURVEY CONTOUR

LIMITS OF GRUBBING AND TREE

STUMP REMOVAL. PREVIOUS

CLEARING HAS OCCURRED FOR

LUMBER HARVESTING.

PLAN NORTH TRUE NORTH

M A

T C

L I N

S E

R T

M A

T C

L I N

TRUE NORTH

L I C

S S

E E

TERRA L.

McPARLAND

ENGINEER

No.

6201067621

02/20/2019 ISSUED FOR BIDDINGA

2/21/2019

L I C

S S

E E

TERRA L.

McPARLAND

ENGINEER

LISTING OF CONTROL POINTS

POINT

NORTHING

410547.736

410516.800

410248.127

410278.555

410609.213

410952.828

410886.800

410466.648

410323.577

410524.957

410779.061

411013.672

411585.729

411204.447

411669.595

411821.955

411451.997

411808.543

411193.648

410832.219

EASTING

26417956.533

26417757.632

26417511.254

26417226.489

26416506.761

26416486.933

26416765.880

26417143.103

26416693.575

26416176.858

26415852.601

26415635.638

26415184.408

26415902.059

26415808.671

26415935.967

26416234.691

26416298.107

26416079.591

26416242.998

ELEVATION

592.70

598.91

600.28

600.48

604.04

599.75

600.16

599.33

605.79

620.18

622.09

627.00

626.78

616.30

614.36

605.87

600.57

601.39

613.85

614.78

DESCRIPTION

CP IR&NDG-CAP

LISTING OF BENCHMARK POINTS

POINT

30161

40284

40334

40337

40338

300000

300001

300003

300004

NORTHING

410551.7

410146.8

410283.2

410580.5

411062.7

411536.8

411299.8

412351.8

412674.8

412400.2

412609.5

412530.9

412372.6

412573.0

412465.7

412281.7

412674.8

EASTING

26417980.6

26417414.9

26416847.1

26415994.7

26415604.6

26415227.3

26416043.1

26414566.2

26414666.4

26414770.3

26415161.4

26415512.7

26415049.3

26414508.5

26415531.8

26415785.7

26414666.4

ELEVATION

592.37

598.23

600.14

621.58

626.83

623.23

611.01

633.88

629.04

628.65

617.15

614.22

621.68

636.01

617.71

605.47

629.04

CHISELED SQUARE S CORNER HEADWALL

SPIKE IN NE FACE OF PP

SPIKE NE FACE PP

SPIKE N FACE OF PP

CHISELED SQUARE NE EDGE OF SIGN LEG

CHISELED SQUARE N END OF HEADWALL

SPIKE NNW FACE OF PP

LISTING OF CONTROL POINTS

POINT

NORTHING

411862.260

412644.654

412201.132

EASTING

26414968.970

26414469.530

26414713.780

ELEVATION

628.60

636.51

631.23

DESCRIPTION

CP IR&OHM-CAP

SB1

SB4

SB2

SB3

SB5

X X

SB03

SB04

SB05

SB08

SB07

SB09

SB10

SB11

SB12

SB13

SB15

SB16

SB14

SB06

UPLAND

4321 5

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

OVERALL SITE PLAN

1"=300'

C1.1

C1.1.dwg

GENERAL NOTES

1. BASE MAP WAS COMPILED FROM A PREVIOUS

CONSTRUCTION PROJECT AND GIS MAPPING FROM

VARIOUS SOURCES. INFORMATION SHOWN

HEREON HAS NOT BEEN VERIFIED BY SURVEY

MAPPING.

300300 0

SCALE IN FEET

EXISTING FISH HATCHERY

EXISTING ACCESS ROAD

THOMPSON CREEK

WILLIAMS CREEK

THOMPSON

LAKE MICHIGAN

FORMER FISH PONDS

WELL S-5

EXISTING COLD WATER FACILITY

SITE PLAN. SEE SHEET C1.2

I L

WETLAND

STREAM / RIPARIAN ZONE NWI 18201

FRESHWATER FORESTED/SHRUB

WETLAND NWI 18201

FRESHWATER POND NWI 18201

WELL S-4

CHVALA RD

DOMESTIC WELL

NEW STORAGE BUILDING

TRUE NORTH

GOURDIE-FRASER DELINEATION

2017/2018

L I C

E S S

I O

E E

TROY A.

TALSMA

ENGINEER

No.

6201067799

02/20/2019 ISSUED FOR BIDDINGA

C p w w o r k i n g c e n t r a l d

C d w g

P l o t

M b r k i n g

L I C

S S

E E

TERRA L.

McPARLAND

ENGINEER

S S

X X X X

X X

XXXX

X X

SB 02

SB 01

STABILIZATION

POND

THOMPSON CREEK

S T

A T

I G

H W

MAINTENANCE SHED

SETTLING

POND

SEDIMENT

SPOILS AREA

DIRT ACCESS ROAD

THOMPSON CREEK

SPRING POND

AND COVER

RESIDENCE

DEEP WELL

D-2

OB-2 HATCHERY

MANAGER'S WELL

DRAIN FIELD

AERATION #2

DEEP WELL D-1

GRAVEL ACCESS ROAD

1 1/4" OVERBURDEN

OBSERVATION WELL

SHALLOW

WELL S-1

EXISTING DIRT

ACCESS ROAD

SHALLOW

WELL S-2

AERATION

#3 & #4

ENTRANCE ROAD

SHALLOW

WELL S-3

OB-1

WELL

UPPER RACEWAYS

(SEE 'S', 'P', & 'E' SHEETS)

LOWER RACEWAYS.

(SEE 'S', 'P', & 'E' SHEETS)

COLD WATER HATCHERY BUILDING.

(SEE 'S', 'P', & 'E' SHEETS)

NEW DEEP WELL D-3

EMERGENCY GENERATOR

BUILDING. SEE 'E' SHEETS.

EXISTING 18" AC PIPE

CONSTRUCT 125'X125'

WELL PAD. SEE DETAIL 1 / C1.2.

FOR ALL BUT A 30' X 80' AREA

AROUND THE WELL AS SHOWN,

REMOVE AGGREGATE AND

FILTER FABRIC TO EXISTING

GRADE AFTER WELL

CONSTRUCTION.

CONSTRUCT ACCESS

ROAD 12' WIDE, DETAIL

1/C1.2

6" MIN. DENSE GRADED

AGGREGATE (MDOT CLASS 22A)

OVER STABILIZATION GEOTEXTILE

FINISHED GRADE

EXISTING GRADE

-12:1

STABILIZATION GEOTEXTILE

3:1 OR FLATTER

4321 5

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

EXISTING HATCHERY

FACILITY SITE PLAN

1"=100'

C1.2

C1.2.dwg

GENERAL NOTES

1. BASE MAP WAS COMPILED FROM A PREVIOUS

CONSTRUCTION PROJECT THAT OCCURRED ON

SITE. INFORMATION HAS NOT BEEN VERIFIED BY

SURVEY MAPPING. BASE MAPPING IS NOT

GEO-REFERENCED AND NOT IN STATE PLANE

COORDINATES.

100100 0

SCALE IN FEET

PLAN NORTH TRUE NORTH

C1.2

TYPICAL AGGREGATE ROAD

AND WELL PAD SECTION

NOT TO SCALE

ALL WORK ON THIS SHEET

RELATING TO THE NEW DEEP

WELL IS ASSOCIATED WITH

DEDUCTIVE ALTERNATE #2

L I C

E S S

E E

TERRA L.

McPARLAND

ENGINEER

No.

6201067621

02/20/2019 ISSUED FOR BIDDINGA

2/21/2019

STABILIZATION

POND

THOMPSON CREEK

S T

A T

I G

H W

MAINTENANCE SHED

SETTLING

POND

SEDIMENT

SPOILS AREA

DIRT ACCESS ROAD

THOMPSON CREEK

SPRING POND

AND COVER

RESIDENCE

DEEP WELL

D-2

OB-2 HATCHERY

MANAGER'S WELL

DRAIN FIELD

AERATION #2

DEEP WELL D-1

GRAVEL ACCESS ROAD

1 1/4" OVERBURDEN

OBSERVATION WELL

SHALLOW

WELL S-1

EXISTING DIRT

ACCESS ROAD

SHALLOW

WELL S-2

AERATION

#3 & #4

ENTRANCE ROAD

SHALLOW

WELL S-3

OB-1

WELL

UPPER RACEWAYS

(SEE 'S', 'P', & 'E' SHEETS)

LOWER RACEWAYS.

(SEE 'S', 'P', & 'E' SHEETS)

COLD WATER HATCHERY BUILDING.

(SEE 'S', 'P', & 'E' SHEETS)

NEW DEEP WELL D-3

EMERGENCY GENERATOR

BUILDING. SEE 'E' SHEETS.

EXISTING 18" AC PIPE

ES41

STABILIZATION

POND

THOMPSON CREEK

S T

A T

I G

H W

MAINTENANCE SHED

SETTLING

POND

SPRING POND

AND COVER

RESIDENCE

DEEP WELL

D-2

OB-2 HATCHERY

MANAGER'S WELL

DRAIN FIELD

S-1

S-2

ENTRANCE ROAD

SPB-4

SPB-5

HATCHERY

BUILDING

UPPER

RACEWAY

BUILDING

LOWER

RACEWAY

BUILDING

EXISTING 18" AC PIPE

NEW ACCESS ROAD

WWN

WWN WWN

S51

S F

DIRECTIONAL DRILLING

UNDER CREEK

EXISTING

ELECTRICAL

CONDUIT

S51

4321 5

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

EXISTING HATCHERY

FACILITY EROSION

AND SEDIMENT

CONTROL PLAN

1"=100'

C1.3

C1.3.dwg

GENERAL NOTES

1. BASE MAP WAS COMPILED FROM A PREVIOUS

CONSTRUCTION PROJECT THAT OCCURRED ON

SITE. INFORMATION HAS NOT BEEN VERIFIED BY

SURVEY MAPPING.

100100 0

SCALE IN FEET

PLAN NORTH TRUE NORTH

LEGEND

ES41: WATTLES

S51: SILT FENCE

E8: PERMANENT SEEDINGE8

ALL WORK ON THIS SHEET

RELATING TO THE NEW DEEP

WELL IS ASSOCIATED WITH

DEDUCTIVE ALTERNATE #2

SITE DISTURBANCE (THIS SHEET):

PROJECT SITE = ~ 3.72 Acres

DISTURBED AREA = ~ 1.72 Acres

IMPERVIOUS AREA = 0 SF Increase

L I C

S S

E E

TERRA L.

McPARLAND

ENGINEER

No.

6201067621

SB1

SB4

40284

40334

SB2

SB3

40337

40338

SB5

SB11

SB12

SB13

SB15

SB16

SB14

24" RCP CULVERT

INV 619.39

INV 620.28

GRAVEL ACCESS ROAD

WETLANDS

GRAVEL ACCESS ROAD

THOMPSON CREEK

12" CMP

INV 610.55

12" CMP

INV 609.36

D R

I V

E W

A Y

SIGN

'DO NOT PASS'

TELE PED.

STREAM

36" CMP CULVERT

INV 599.97

36" CMP CULVERT

INV 600.59

'NO FISHING' SIGN

36"X60" RCP CULVERT

INV 600.96

36"X60" RCP CULVERT

INV 600.22

METAL GATE

SIGN-'GATE AHEAD'

TELE PED.

(2) TELE PED.

18" RCP CULVERT

INV 626.28

CONCRETE R/W MARKER

UTILITY POLE

AND GUY WIRE

UPLAND

UGT

U G

UGT

300004

300000

300001

300003

EXISTING WELL S-5

EXISTING WELL S-4

ACCESS ROAD TO

EXISTING

HATCHERY FACILITY

STATE HIGHWAY M-149

C H

V A

TO THOMPSON

7+00

6+00

S E

C T

I O

EXISTING WELL S-4

N:412465.72

E:26415531.77

EXISTING ACCESS

ROAD TO COLD

WATER FACILITY

COOL WATER

INCUBATION

BUILDING

THOMPSON CREEK

S E

C T

I O

REFER TO SITE PLAN C1.15

FOR SITE LAYOUT AROUND

COOLWATER INCUBATION

BUILDING AREA

0+00 1+00 2+00

4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00

24'

26'

DOMESTIC

WASTE

LEACH FIELD

C1.11

117'

116'

12'

62'

24' 116'

24'

224' 30'

224' 24'

POND 1

(1 ACRE)

POND 2

(1 ACRE)

POND 5

(0.5 ACRE)

SOLAR POND

(0.5 ACRE)

POND 6

(0.5 ACRE)

POND 3

(0.5 ACRE)

POND 4

(0.5 ACRE)

ACCESS ROAD TO

EXISTING HATCHERY

WATER FACILITY

SECTION 3

24'

35'

15'

20'

DOMESTIC WELL

12'

12' 26'

21'

FENCE SHALL BE OFFSET

4 FT FROM EDGE OF

ROADWAY, UNLESS

OTHERWISE NOTED

6' 6'

100 YR FLOOD

PLAIN EL. 606.50

329'

550'

TYPE A WARNING FLASHER ON

ROAD WORK AHEAD SIGN (W20-1)

TOP OF MOUND

20' WIDE

TEMPORARY

ACCESS

TEMPORARY ACCESS

FOR CONSTRUCTION

TEMPORARY

ACCESS

4321 5

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

COOL WATER FACILITY

SITE PLAN

1"=60'

C1.4

C1.4.dwg 6060 0

SCALE IN FEET

PLAN NORTH TRUE NORTH

GENERAL NOTES

KEYED NOTES

6'-0" HIGH CHAINLINK FENCE. DETAIL 3 / C1.21.

GRAVEL PAD AT WELL. SEE DETAIL 6 / C1.21

GRAVEL PARKING LOT AROUND COOL WATER BUILDING.

SEE DETAIL 6 / C1.21

ASPHALT ACCESS ROAD. DETAIL 5 / C1.21

GRAVEL ACCESS ROAD. DETAIL 6 / C1.21

HARVEST KETTLE. SEE SHEET S8.1

DITCH. SEE GRADING PLAN, SHEET C1.7.

OUTLET STRUCTURE. SEE SHEET S8.7

19'-4" x 24'-0" EXTERNAL KETTLE. SEE SHEET S8.6

6'-0" HIGH CHAINLINK SWING GATE. DETAIL 1/C1.21.

BLOWER COVER. SEE SHEET S8.8.

NO EQUIPMENT ADJACENT TO ROAD DURING ENTRANCE

ROAD AND GUARDRAIL CONSTRUCTION.

(4) BOLLARDS, 10'-0" SPACING AROUND EXISTING WELL.

REFER TO DETAIL 5 / C1.22.

1. TOPOGRAPHIC INFORMATION WAS PROVIDED BY A FIELD SURVEY

PERFORMED BY NORTHWEST DESIGN GROUP, LLC AND OHM ADVISORS IN

APRIL 5-9, APRIL 18-19, JUNE 5-6, 2017, SEPT. 17-21, 2018

CONTACT:

DAVE BOYLE

OHM ADVISORS

2940 PARKVIEW DRIVE

PETOSKEY, MI 49770

P: (231) 344-1157

2. HORIZONTAL CONTROL IS BASED ON MICHIGAN STATE PLANE COORDINATE

SYSTEM NORTH ZONE NAD83(2011).

3. ELEVATIONS ARE MICHIGAN STATE PLANE COORDINATE SYSTEM NORTH

ZONE GEOID12B NAVD88.

4. REFER TO SHEETS C1.13 AND C1.14 FOR TYPICAL POND PLANS AND PROFILES

5. REFER TO SHEET C1.5 FOR COOLWATER FACILITY LAYOUT POINT TABLES.

L I C

E S S

I O

E E

TROY A.

TALSMA

ENGINEER

No.

6201067799

02/20/2019 ISSUED FOR BIDDINGA

C p w w o r k i n g c e n t r a l d

C d w g

P l o t

M b r k i n g

L I C

S S

E E

TERRA L.

McPARLAND

ENGINEER

POINT TABLE

POINT NO.

NORTHING

412566.77

412517.81

412456.21

412407.25

412613.85

412569.56

412489.93

412445.70

412328.76

412279.79

412218.19

412169.23

412106.04

411986.00

411905.45

411785.41

411823.44

411943.48

412024.04

412144.08

412202.97

412082.93

412002.37

411882.33

411920.37

412040.41

412120.96

412241.00

412574.82

412542.83

412509.13

412418.29

412494.01

412486.70

412459.41

412414.82

EASTING

26415141.50

26415179.53

26415227.38

26415265.41

26414858.01

26414892.41

26414698.49

26414732.84

26414835.08

26414873.11

26414920.96

26414959.00

26415019.47

26415112.72

26415175.29

26415268.53

26415317.50

26415224.25

26415161.68

26415068.44

26415144.25

26415237.50

26415300.07

26415393.31

26415442.27

26415349.03

26415286.46

26415193.21

26415528.10

26415443.10

26415455.78

26415512.23

26415483.72

26415464.30

26415415.70

26415358.30

DESCRIPTION

CTR RADIUS-POND ROAD

WELL ACCESS PAD

ASPHALT ROAD

WELL ACCESS PAD

ASPHALT ROAD

POINT TABLE

POINT NO.

NORTHING

412478.36

412433.77

412438.53

412328.32

412241.48

412270.85

412298.49

412280.24

412281.66

411957.18

411872.98

411738.03

411748.60

412297.47

412369.03

412489.39

412536.51

412412.47

412419.88

412464.10

412523.04

412653.49

412702.48

412652.85

412629.25

412536.62

412629.02

412721.65

412691.67

412615.37

412694.99

412541.94

412537.24

412607.05

412598.06

412567.60

EASTING

26415400.98

26415343.58

26415305.69

26415246.95

26415268.82

26415290.33

26415268.86

26415245.37

26415237.99

26415489.66

26415479.08

26415305.34

26415221.15

26414794.80

26414803.79

26414958.74

26414918.33

26414758.65

26414699.71

26414665.37

26414672.77

26414840.70

26414802.71

26414777.94

26414789.94

26414670.69

26414598.92

26414718.17

26414690.17

26414673.46

26414862.98

26414982.50

26415020.34

26415110.21

26415181.77

26414633.96

DESCRIPTION

ASPHALT ROAD

POND ROAD

CORNER GRAVEL PAD

CORNER LPA BUILDING

POND ROAD

CORNER PARKING LOT

COOLWATER BUILDING

POND ROAD

ASPHALT ENTRANCE ROAD

POINT TABLE

POINT NO.

NORTHING

412529.11

412543.44

412435.29

412504.39

412547.07

412546.61

412538.16

412520.06

412528.52

412114.69

412126.04

412008.68

411997.30

411911.73

411900.38

412029.11

412017.76

412324.37

412313.03

412422.81

412411.46

412442.95

412591.73

412596.21

412809.85

412800.94

412768.14

412759.23

412705.64

412674.35

412727.26

412671.80

412520.03

412497.60

EASTING

26414584.41

26414517.11

26414585.35

26414594.97

26414649.91

26415475.87

26415453.41

26415460.22

26415482.68

26415240.89

26415255.50

26415345.61

26415331.02

26415220.86

26415206.25

26415130.72

26415116.11

26415095.15

26415080.54

26415019.74

26415005.13

26415577.74

26414879.26

26414875.79

26414872.63

26414888.27

26414848.87

26414864.51

26414800.26

26414759.97

26414718.87

26414763.21

26415484.73

26415493.25

DESCRIPTION

ASPHALT ENTRANCE ROAD

EXTERNAL KETTLE

POND 4 KETTLE

POND 6 KETTLE

POND 5 KETTLE

POND 3 KETTLE

POND 2 KETTLE

POND 1 KETTLE

WELL ACCESS PAD

SOLAR POND OUTLET STRC

TOP OF MOUND - LEACH FIELD

FENCE CORNER

POND ROAD

ASPHALT ROAD

4321 5

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

COOL WATER FACILITY

SITE LAYOUT

POINT TABLES

1"=60'

C1.5

C1.5.dwg

GENERAL NOTES

1. REFER TO COOLWATER FACILITY SITE LAYOUT

PLAN ON SHEET C1.4.

L I C

E S S

I O

E E

TROY A.

TALSMA

ENGINEER

No.

6201067799

02/20/2019 ISSUED FOR BIDDINGA

C p w w o r k i n g c e n t r a l d

C d w g

P l o t

M b r k i n g

L I C

S S

E E

TERRA L.

McPARLAND

ENGINEER

7+00

COOL WATER

INCUBATION

BUILDING

FFE 630.00

THOMPSON CREEK

REFER TO SITE PLAN C1.16

FOR GRADING AROUND

COOLWATER INCUBATION

BUILDING AREA

EXTERNAL

KETTLE

C H

V A

STATE HIGHWAY M-149

DOMESTIC WASTE

LEACH FIELD. SEE

SHEET D1.4.

WELL S-4

ACCESS ROAD

EXISTING CULVERT

TO REMAIN

2' F.B. DITCH

WITH 3:1 SIDE SLOPES

2' F.B. DITCH

WITH 3:1 SIDE SLOPES

6+00

0+00 1+00 2+00

4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00

POND 1

(1 ACRE)

EXISTING WELL S-4

(SEE NOTE 5)

POND 2

(1 ACRE)

SOLAR POND

(0.5 ACRE)

POND 3

(0.5 ACRE)

POND 4

(0.5 ACRE)

POND 5

(0.5 ACRE)

POND 6

(0.5 ACRE)

-1.50%

-1.29%

-1.01%

-1.50%

-2.30%

-6.18%

-3:1

C1.11

-3:1

EL 612.00

EL 615.45

EL 616.00

EL 624.50

EL 628.12

EL 628.36

EL 628.24

EL 623.15

EL 621.00

EL 624.60

EL 624.36

EL 624.36 EL 624.36

EL 624.36

EL 624.36 EL 624.36 EL 624.36

EL 624.36

EL 624.36EL 624.36

EL 624.36

EL 624.60

EL 628.36

EL 623.42

EL 624.12

EL 610.84

EL 611.44

EL 624.12

EL 623.47

EL 623.80

EL 624.36

EL 623.29

EL 623.22

EL 611.00

EL 611.20

EL 608.00

EL 616.25

EL 616.03

EL 616.24

EL 616.03

EL 614.47

EL 614.00

EL 616.25

EL 616.03

EL 616.24

EL 616.03

EL 614.47

EL 614.00

EL 616.25

EL 616.24

EL 616.03

EL 614.45

EL 614.47

EL 614.00

EL 616.25

EL 616.24

EL 616.03

EL 614.45

EL 614.47

EL 619.50

EL 620.08

EL 619.50

EL 617.00

EL 617.58

EL 620.08

EL 619.50

EL 620.08

EL 617.00

EL 617.58

EL 617.00

EL 623.42

EL 621.28

EL 606.52

WELL S-5

DOMESTIC

WELL

100 YR FLOOD

PLAIN EL. 606.50

EL 608.76

EL 608.00

EL 607.19

EL 607.80

EL 607.94

EL 605.27

EL 609.72

EL 608.26

EL 606.88

EL 605.33

EL 604.50

EL 601.00

EL 602.20

EL 607.72

EL 611.00

EL 609.00

EL 611.00

EL 608.84

EL 616.50

EL 614.22

EL 624.36

624624

616 616

EL 626.53

EL 623.42

EL 628.12

EL 626.00 EL 623.00

EL 624.12

EL 628.66

EL 629.36

EL 629.12

EL 628.12

EL 625.02

EL 626.50

EL 626.00

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

EL 626.68

EL 626.18

SB1

SB4

40284

40334

SB2

SB3

40337

40338

SB5

SB11

SB12

SB13

SB15

SB16

SB14

24" RCP CULVERT

INV 619.39

INV 620.28

GRAVEL ACCESS ROAD

WETLANDS

GRAVEL ACCESS ROAD

THOMPSON CREEK

12" CMP

INV 610.55

12" CMP

INV 609.36

D R

I V

E W

A Y

SIGN

'DO NOT PASS'

TELE PED.

STREAM

36" CMP CULVERT

INV 599.97

36" CMP CULVERT

INV 600.59

'NO FISHING' SIGN

36"X60" RCP CULVERT

INV 600.96

36"X60" RCP CULVERT

INV 600.22

METAL GATE

SIGN-'GATE AHEAD'

TELE PED.

(2) TELE PED.

18" RCP CULVERT

INV 626.28

CONCRETE R/W MARKER

UTILITY POLE

AND GUY WIRE

WETLANDS

UGT

U G

UGT

300004

300000

300001

300003

EXISTING WELL S-5

EXISTING WELL S-4

4321 5

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

COOL WATER FACILITY

GRADING PLAN

1"=60'

C1.7

C1.7.dwg6060 0

SCALE IN FEET

TO THOMPSON

GENERAL NOTES

LEGEND

MAJOR TOPO CONTOUR

MINOR TOPO CONTOUR

PLAN NORTH TRUE NORTH

1. TOPOGRAPHIC INFORMATION WAS PROVIDED BY A

FIELD SURVEY PERFORMED BY NORTHWEST DESIGN

GROUP, LLC AND OHM ADVISORS IN APRIL 5-9, APRIL

18-19, JUNE 5-6, 2017, SEPT. 17-21, 2018

CONTACT:

DAVE BOYLE

OHM ADVISORS

2940 PARKVIEW DRIVE

PETOSKEY, MI 49770

P: (231) 344-1157

2. HORIZONTAL CONTROL IS BASED ON MICHIGAN STATE

PLANE COORDINATE SYSTEM NORTH ZONE

NAD83(2011).

3. ELEVATIONS ARE MICHIGAN STATE PLANE

COORDINATE SYSTEM NORTH ZONE GEOID12B NAVD88.

4. CONSTRUCT EMBANKMENT CHANNEL SLOPES TO

3(H):1(V), UNLESS OTHERWISE NOTED.

5. THE EXISTING CONTOUR LINES AROUND WELL S-4

REFLECT CONDITIONS PRIOR TO WELL

CONSTRUCTION. CURRENT CONDITIONS AFTER WELL

PAD AND WELL CONSTRUCTION ACTUALLY REFLECT AN

EXISTING GROUND ELEVATION OF APPROXIMATELY

~616 AT THE WELL.

C1.22

DITCH

C1.22

DITCH

C1.22

DITCH

C1.22

DITCH

C1.22

DITCH

L I C

S S

E E

TERRA L.

McPARLAND

ENGINEER

No.

6201067621

4321 5

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

EROSION & SEDIMENT

CONTROL NOTES

1"=60'

C1.8

C1.8.dwg

1. PRIOR TO COMMENCING ANY LAND DISTURBANCE ACTIVITY, CLEARLY AND ACCURATELY

DEMARCATE THE LIMITS OF THE LAND DISTURBANCE WITH STAKES, RIBBONS, OR OTHER

APPROPRIATE MEANS. PROTECT AND STABILIZE CRITICAL AREAS AND SLOPES ALONG

WETLANDS AND STREAMS/CREEKS. IDENTIFY AND PROTECT BUFFER/FILTER STRIPS.

2. DIVIDE THE CONSTRUCTION SITE INTO THE NUMBER OF AREAS WHICH WILL BE ACTIVELY

DEVELOPED AT ANY GIVEN TIME. KEEP THE AREA AND DURATION OF EXPOSURE TO A MINIMUM.

PLAN THE DEVELOPMENT PHASES SO THAT ONLY AREAS WHICH ARE ACTIVELY BEING

DEVELOPED ARE EXPOSED. ALL OTHER AREAS SHOULD BE LEFT UNDEVELOPED OR STABILIZED

WITH TEMPORARY VEGETATION OR MULCH.

3. DEMARCATE THE LOCATION AND EXTENT OF ALL AUTHORIZED LAND DISTURBANCE ACTIVITY FOR

THE DURATION OF THE CONSTRUCTION ACTIVITY. NO LAND DISTURBANCE MAY OCCUR OUTSIDE

THE APPROVED LIMITS INDICATED ON THE APPROVED PLANS.

4. INSTALL STABILIZED CONSTRUCTION ACCESS.

5. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO ANY LAND

DISTURBANCE. ALL SEDIMENT AND EROSION CONTROL DEVICES/MEASURES MUST MEET

MICHIGAN DMB SESC PROGRAM REQUIREMENTS AND BE MAINTAINED FOR THE FULL DURATION

OF THE PROJECT AND CONTRACT. IMPLEMENT TREE PROTECTION AND INSTALL CONSTRUCTION

BARRIER FENCES AROUND THE DRIP LINE OF TREES WHICH ARE TO BE PROTECTED.

6. INSTALL SILT FENCES AND OTHER CONTROL DEVICES TO CONTROL SOIL EROSION DURING

CONSTRUCTION.

7. LAND CLEARING SHALL COMMENCE AFTER BMP'S ARE IN PLACE. THEN, TOPSOIL CAN BE

REMOVED & STOCKPILED. CONTRACTOR SHALL OBTAIN AND ADHERE TO ALL APPLICABLE LAND

DISTURBANCE PERMIT(S).

8. SPOIL PILES, WHETHER FROM TOPSOIL OR SUBSOIL REMOVAL, SHALL BE PROTECTED WITH SILT

FENCE AND SEEDED PER MICHIGAN DEQ SEEDING BMP SPECIFICATIONS. DO NOT LOCATE SPOIL

PILES IN OR IMMEDIATELY ADJACENT TO WETLANDS AND WATERCOURSES. THE CONTRACTOR

SHALL MINIMIZE VEHICULAR TRACKING OF SOIL OFF-SITE.

9. ALL EROSION AND SEDIMENT CONTROL DEVICES MUST BE PROPERLY MAINTAINED DURING ALL

PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND

ALL DISTURBED AREAS HAVE BEEN STABILIZED.

10. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO

CONTROL EROSION AND/OR OFFSITE SEDIMENTATION AND WILL BE DETERMINED DURING

INSPECTIONS.

11. PROVIDE STABILIZATION IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE

PERMANENTLY OR TEMPORARILY CEASED. THESE MEASURES SHALL BE IN PLACE NO LATER

THAN 14 DAYS AFTER THE WORK HAS CEASED. RECOMMENDED SEEDING DATES ARE LISTED IN

THE TABLES ON THIS SHEET AND PER MICHIGAN DEQ BMP MANUAL.

12. CLEAN, GRADE AND STABILIZE ALL DISTURBED AREAS WITH GRASS AS SOON AS PRACTICABLE

BUT NO LATER THAN 14 DAYS AFTER THE UTILITY INSTALLATION.

13. THE CONSTRUCTION SITE SHOULD BE STABILIZED AS SOON AS POSSIBLE AFTER COMPLETION.

ESTABLISHMENT OF FINAL COVER MUST BE INITIATED NO LATER THAN 7 DAYS AFTER REACHING

FINAL GRADE. A NOTICE OF TERMINATION MUST BE FILED WITH THE DEP WHEN THE SITE

REACHES FINAL STABILIZATION. FINAL STABILIZATION MEANS THAT ALL SOIL-DISTURBING

ACTIVITIES ARE COMPLETED, AND THAT EITHER A PERMANENT VEGETATIVE COVER WITH A

DENSITY OF 70% OR GREATER HAS BEEN ESTABLISHED OR THAT THE SURFACE HAS BEEN

STABILIZED BY HARD COVER SUCH AS PAVEMENT OR BUILDINGS. IT SHOULD BE NOTED THAT

THE 70% REQUIREMENT REFERS TO THE TOTAL AREA VEGETATED AND NOT JUST A PERCENT OF

THE SITE.

14. THE CONTRACTOR SHALL PREPARE AND SUBMIT A CONSTRUCTION SEQUENCE AND SESC PLAN

BEFORE CONSTRUCTION BEGINS.

15. PRIOR TO REMOVAL OF TEMPORARY BMP'S, ANY TRAPPED SEDIMENT SHALL BE REMOVED,

RETURNED TO ITS POINT OF ORIGIN, AND STABILIZED ON SITE. REMOVE ALL TEMPORARY

EROSION AND SEDIMENT CONTROL DEVICES AND MEASURES WITHIN 30 DAYS AFTER FINAL SITE

STABILIZATION IS ACHIEVED AND UPON COMPLETION OF THE PROJECT AND APPROVAL FROM

THE ENGINEER AND OWNER.

16. PRIOR TO THE START OF EARTHWORK, THE CONTRACTOR MUST SUBMIT A SOIL EROSION AND

SEDIMENTATION CONTROL (SESC) IMPLEMENTATION PLAN TO THE MICHIGAN DEPARTMENT OF

OF MANAGEMENT AND BUDGET SOIL EROSION AND SEDIMENTATION CONTROL PROGRAM. THE

INTENT OF THIS PLAN IS TO ENSURE THAT THE CONTRACTOR HAS REVIEWED AND

UNDERSTANDS THE SESC PROVISIONS WITHIN THE PLANS AND SPECIFICATIONS.

17. THE CONTRACTOR SHALL COMPLY WITH SESC REQUIREMENTS AND CORRECTIVE MEASURES

CONTAINED IN THE CONSTRUCTION CONTRACT, THE DMB HAS THE RIGHT TO IMPOSE FINES OF

AT LEAST $500/DAY AND ASSESS ACTUAL DAMAGES.

TOTAL SITE DISTURBANCE:

SEEDING SCHEDULE - TEMPORARY VEGETATION COVER

SPECIES

SEEDING RATE

(PER 1,000 SQ. FEET)

SEEDING RATE

(PER ACRE)

OPTIMUM SEEDING

DATES

(BASED ON ZONE 3

UPPER PENINSULA)

OATS*, BARLEY*

2 LBS. 3 BU. MAY 1 - AUG. 1

SUDANGRASS 1 LB. 30-40 LBS. NOT RECOMMENDED

RYE* 3 LBS. 2-3 BU. AUG. 1 - OCT. 1

WHEAT 3 LBS. 2-3 BU. SEPT. 1 - OCT. 1

1. ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND

DEMOLITION DEBRIS, THAT OCCUR ON SITE DURING

CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A

MANNER THAT DOES NOT CAUSE CONTAMINATION OF

SURFACE WATER. WOODY DEBRIS MAY BE CHOPPED AND

SPREAD ON SITE.

2. COVER, CONTAINMENT, AND PROTECTION FROM VANDALISM

SHALL BE PROVIDED FOR ALL CHEMICALS, LIQUID

PRODUCTS, PETROLEUM PRODUCTS, AND NON-INERT

WASTES PRESENT ON THE SITE.

3. IF NEEDED, WHEEL WASH OR TIRE BATH WASTEWATER

SHALL BE DISCHARGED TO A SEPARATE ON-SITE TREATMENT

SYSTEM.

4. APPROPRIATE BMP'S SHALL BE USED TO PREVENT OR TREAT

CONTAMINATION OF ANY SURFACE WATER RUNOFF.

POLLUTION PREVENTION NOTES

PROJECT DESCRIPTION:

TOTAL PROJECT SITE = ~19.47 Acres

TOTAL DISTURBED AREA = ~16.77 Acres

TOTAL IMPERVIOUS AREA = ~22,005 S.F. Increase

THE PROJECT INCLUDES 3 SEPARATELY DISTURBED AREAS

ALONG STATE HWY M-149 ON DEPT OF NATURAL RESOURCE

PROPERTY. WORK INCLUDES RENOVATIONS OF THE

EXISTING STEELHEAD REARING OPERATIONS AND A NEW

COLD WATER FACILITY IS BEING CONSTRUCTED NEAR THE

INTERSECTION OF CHVALA ROAD ON THE NORTH SIDE OF

HWY M-149 INCLUDING CONSTRUCTION OF REARING PONDS,

DEEP GEOTHERMAL WELL, UV TREATMENT FOR STEELHEAD

HATCHERY BUILDING, SHALLOW WELLS, INCUBATION

BUILDING, STORAGE BUILDING ADJACENT TO EXISTING

RESIDENCES, PAVING, AND ASSOCIATED PIPING.

EROSION CONTROL MAINTENANCE

1. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH

CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE

CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND

OTHER ACCUMULATIONS.

2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED

DAILY AND INSPECTED WEEKLY OR AFTER EACH STORM OF 0.5 INCHES OR

MORE. ANY ACCUMULATED SEDIMENT SHALL BE REMOVED AND PLACED IN A

DESIGNATED SPOIL DISPOSAL AREA. THE SEDIMENT TRAPS SHALL BE

CLEANED OUT WHEN THE SEDIMENT REACHES 1/2 OF THE SEDIMENT

STORAGE CAPACITY. SILT FENCE SHALL BE CLEANED FROM SEDIMENT WHEN

THE SEDIMENT LEVEL IS HALF WAY UP THE SILT FENCE FABRIC.

3. THE CONSTRUCTION ENTRANCE MAY REQUIRE ADDITIONAL STONE AS

CONSTRUCTION PROGRESSES TO PREVENT TRACKING ONTO HWY M-149. NO

SEDIMENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY IS

ALLOWED. IN THE EVENT THAT SEDIMENT IS INADVERTENTLY TRACKED ONTO

THE ROAD, THE ROAD SHALL BE CLEANED THOROUGHLY BY THE END OF

EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR

PICKUP SWEEPING AND SHALL BE TRANSPORTED TO A CONTROLLED

SEDIMENT DISPOSAL AREA. STREET WASHING OF SEDIMENTS TO THE STORM

DRAIN SYSTEM IS NOT ALLOWED. IF STREET WASH WASTEWATER CAN BE

CONTROLLED FROM ENTERING THE STORM DRAINAGE SYSTEM, THEN IT

SHALL BE PUMPED BACK ONTO THE SITE, CONTAINED, AND DISPOSED OF

PROPERLY.

4. THE CONTRACTOR WILL BE RESPONSIBLE FOR CLEANING ANY TRACKING OF

SEDIMENT ONTO PAVED ROAD AS SOON AS POSSIBLE, BUT BEFORE THE END

OF THE WORK DAY.

5. ALL DEBRIS STOCK PILES SHALL BE REMOVED AND PROPERLY DISPOSED OF

IN A LEGAL LANDFILL (I.E. MULCH AND LOG PILE).

6. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR

REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION.

EROSION AND SEDIMENT CONTROL

CONSTRUCTION SEQUENCE

CONTRACTOR SHALL ADHERE TO PART 91 SOIL EROSION AND SEDIMENTATION

CONTROL IN THE NATURAL RESOURCES AND ENVIRONMENTAL PROTECTION

ACT, 1994 PA 451, AS AMENDED (NREPA).

CONTRACTOR SHALL FOLLOW MANUFACTURER RECOMMENDATIONS ON

SEEDING APPLICATION RATES.

*INDICATES SPECIES BEST SUITED FOR WILDLIFE FOOD.

IMMEDIATELY AFTER SEEDING, MULCH:

-ALL SLOPES

-UNSTABLE SOILS, AND

-HEAVY CLAY SOILS

TEMPORARY SEEDING TO USED WHEN DISTURBED AREAS WILL REMAIN

OPEN AND NOT BE STABILIZED (PERMANENT SEEDING, GRAVEL, PAVED,

ETC.) FOR TWO MONTHS.

WITH UNWEATHERED SMALL GRAIN STRAW OR HAY SPREAD UNIFORMLY AT

A RATE OF 1.5 TO 2 TONS PER ACRE, OR 100 POUNDS (2-3 BALES) PER 1,000

SQUARE FEET.

ANY FERTILIZER OR LIME THAT IS APPLIED SHOULD BE DONE BASED ON THE

RESULTS OF SOIL TESTS.

TEMPORARY SEEDING NOTES:

CONTRACTOR SHALL ADHERE TO PART 91 SOIL EROSION AND SEDIMENTATION CONTROL IN THE

NATURAL RESOURCES AND ENVIRONMENTAL PROTECTION ACT, 1994 PA 451, AS AMENDED (NREPA).

CONTRACTOR SHALL FOLLOW MANUFACTURER RECOMMENDATIONS ON SEEDING APPLICATION

RATES.

* DORMANT SEEDING MAY BE DONE IN THE LATE FALL AFTER THE SOIL TEMPERATURE REMAINS

CONSISTENTLY BELOW 50 DEGREES FAHRENHEIT. THIS IS APPROPRIATE IF CONSTRUCTION ON A SITE

IS COMPLETED IN THE FALL BUT SEED WAS NOT PLANTED PRIOR TO NORMAL SEEDING DATES. SINCE

THE INITIAL TEMPERATURE FOR SEED GERMINATION IS APPROXIMATELY 50 DEGREES FAHRENHEIT

(SOIL TEMPERATURE), THIS PRACTICE INTENDS GERMINATION WILL NOT OCCUR UNTIL SPRING. EXTRA

CEREAL RYE, A COOL SEASON ANNUAL GRASS, MAY BE ADDED TO ATTEMPT TO GET SOME FALL

GROWTH.

- MULCHING MUST BE USED ON ANY DORMANT SEED. THIS IS

PARTICULARLY IMPORTANT ON EROSIVE SITES.

- DO NOT SEED WHEN THE GROUND IS FROZEN OR SNOW COVERED.

- DO NOT USE A DORMANT SEEDING ON GRASSED WATERWAYS.

PERMANENT SEEDING NOTES:

EROSION AND SEDIMENT CONTROL NOTES

1. ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND

SEDIMENTATION CONTROL (SESC) RULES AND REGULATIONS (SOIL EROSION

AND SEDIMENTATION CONTROL - 1994 PA 451, PART 91, AS AMENDED, MCL

324.9101 ET SEQ.).

2. THE CONTRACTOR SHALL REVIEW THE DESIGN CONSULTANT'S SESC PLAN IN

ORDER TO PREPARE AND ISSUE FOR APPROVAL AN “SESC IMPLEMENTATION

PLAN”, WHICH INDICATES THE CONTRACTOR'S INTENDED IMPLEMENTATION

OF THE SESC PLAN FOR THE PROJECT, INCLUDING A SCHEDULE.

3. THE DMB SESC PROGRAM, UPON APPROVAL OF THE IMPLEMENTATION PLAN,

WILL ISSUE THE CONTRACTOR AN “AUTHORIZATION TO PROCEED WITH

EARTH CHANGE”, WHICH IS TO BE POSTED AT THE JOB SITE. THIS DOCUMENT

IS ISSUED IN LIEU OF A PERMIT FROM THE COUNTY OR OTHER LOCAL

ENFORCING AGENCY.

THE CONTRACTOR SHALL IMPLEMENT SOIL EROSION AND SEDIMENTATION

CONTROL MEASURES AS REQUIRED BY THE PROJECT'S SESC PLAN, SESC

IMPLEMENTATION PLAN, DMB'S SOIL EROSION AND SEDIMENTATION

CONTROL GUIDEBOOK, DATED FEBRUARY 2005, AND AS DIRECTED BY THE

PROFESSIONAL SERVICES CONTRACTOR, DMB SESC INSPECTOR, AND/OR

DMB PROJECT DIRECTOR. THE DMB SESC INSPECTOR SHALL INSPECT THE

SITE WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS.

4. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND

SEDIMENTATION CONTROL MEASURES PRIOR TO OR UPON COMMENCEMENT

TO EARTHWORK ACTIVITIES.

5. THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY

SEDIMENT TRACKED OFF SITE. FREQUENCY OF SWEEPING WILL BE BASED ON

SITE CONDITIONS.

6. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON

SITE CONDITIONS.

7. DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST

BE TEMPORARILY STABILIZED, INCLUDING SOIL STOCKPILES, USING DMB

SESC BEST MANAGEMENT PRACTICES.

8. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES

THROUGHOUT THE COURSE OF THE PROJECT. RECOMMEND INSPECTING

AND MAINTAINING EROSION AND SEDIMENTATION CONTROLS ON A DAILY

BASIS. AT A MINIMUM, THE CONTRACTOR SHALL INSPECT AND MAINTAIN

SESC MEASURES ONCE A WEEK AND AFTER RAIN EVENTS.

9. THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES

WITHIN 24 HOURS, IF WATERS OF THE STATE ARE BEING IMPACTED OR

WITHIN 48 HOURS FOR ROUTINE MAINTENANCE ITEMS. OTHER SESC

MAINTENANCE SHALL BE COMPLETED AS SOON AS POSSIBLE BUT NEVER

MORE THAN FIVE (5) DAYS AFTER DETECTION.

10. THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL

MEASURES FOR ANY DISTURBED LAND AREA WITHIN 5 CALENDAR DAYS

AFTER FINAL GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED.

THE CONTRACTOR SHALL MAINTAIN TEMPORARY CONTROL MEASURES UNTIL

PERMANENT SOIL EROSION CONTROL MEASURES ARE IN PLACE AND THE

AREA IS STABILIZED.

11. THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL

MEASURES AFTER PERMANENT SOIL EROSION MEASURES ARE IN PLACE AND

THE AREA IS STABILIZED. CARE SHALL BE TAKEN DURING REMOVAL TO

PREVENT SOIL EROSION AND SEDIMENTATION.

12. AFTER THE COMPLETION OF THE PROJECT, PERMANENT SESC MEASURES

WILL BE MAINTAINED BY THE PROPERTY OWNER.

13. INSTALL SILT FENCE ALONG EDGE OF TREE CLEARING, AROUND WELL PADS,

AND ALL STAGING AREAS.

SEEDING DATES - PERMANENT COVER

REGION OPTIMUM SEEDING DATES DORMANT* SEEDING DATES

UPPER PENINSULA MAY 1 TO SEPT 20 OCT 20 TO FREEZE UP

THE PROJECT SITE IS LOCATED IN THE MIDDLE OF THE UPPER

PENINSULA OF MICHIGAN, APPROXIMATELY 1,000 FEET FROM LAKE

MICHIGAN. THE SITE IS LOCATED NORTHEAST OF THE

INTERSECTION OF M-149 AND US-2 IN A GENERALLY RURAL AREA.

THE SITE IS GENERALLY LOW, LEVEL TO GENTLY SLOPING, AND

VARIABLY WOODED. THOMPSON CREEK FLOWS THROUGH THE SITE

FROM NORTH TO SOUTH. SEVERAL PONDS, BUILDINGS, AND

ASSOCIATED FISH HATCHERY FACILITIES ARE PRESENT,

CONCENTRATED IN TWO GENERAL LOCATIONS ON THE PROPERTY.

CLOSEST DOWNSTREAM RECEIVING WATERS:

THOMPSON CREEK

ACCORDING TO A GEOTECHNICAL REPORT PREPARED BY

COLEMAN ENGINEERING COMPANY (CEC) DATED NOVEMBER

9, 2018, THE SOILS ACROSS THE SITE ARE INTERBEDDED

LACUSTRINE DEPOSITED SILTS, SANDS AND CLAYS OVER

GLACIALLY DEPOSITED SILTY AND CLAYEY SANDS. WATER

WAS OBSERVED ALONG THE GROUND SURFACE IN THE

WETLAND AREA AND AT DEPTHS RANGING FROM 0.8 TO 7.5

FEET BELOW THE EXISTING GROUND SURFACE.

SITE DESCRIPTION AND EXISTING SOILS:

SEEDING SCHEDULE - PERMANENT VEGETATION COVER

SITE CONDITION

SEED MIX #

(PER MDEQ

SEEDING

SPEC.)

SPECIES

SEEDING RATE

(PER SQUARE FOOT)

SEEDING RATE

(PER ACRE)

ROUGH AREAS #1

CREEPING RED

FESCUE

0.5 LBS 20 LBS

PERENNIAL

RYEGRASS

0.15 LBS 5 LBS

KENTUCKY

BLUEGRASS

0.5 LBS 20 LBS

STEEP AREAS

DITCH BANKS

CUTS FILLS

CREEPING RED

FESCUE

1.0 LBS 40 LBS

PERENNIAL

RYEGRASS

0.15 LBS 5 LBS

POND EDGES #11

PERENNIAL

RYEGRASS

0.20 LBS 5 LBS

SEASIDE

BENTGRASS

0.03 LBS 1 LBS

SMOOTH

BROMEGRASS

0.70 LBS 30 LBS

L I C

S S

E E

TERRA L.

McPARLAND

ENGINEER

No.

6201067621

File details come from the government source that posted it. Updated Mar 11, 2026.