90th Avenue 80th Avenue - Michigan · 90th Avenue 80th Avenue 70th Avenue Pere Marquette State...

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Creek

Cat Creek

Thorn Creek

Chippewa

Twin Creek

StrawberryLake

River

Muskegon

Evart

Grindstone Creek

Hoffmyer Creek

#USGS Gage

!C

!C

Highway 10

Sevenmile Road

110th

Ave

nue

Ninemile Road

100th

Ave

nue

90th

Aven

ue

80th

Aven

ue

70th

Aven

ue

Pere MarquetteState Forest

8

1-7

!C9

SF-9

SF-1

SF-20

SF-19SF-18SF-17

SF-13

SF-16

SF-11

SF-10

PW-101

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Figure 1 Regional Model Area

0 15,0007,500Feet

!°

R9W R8W R7W

T17N

T18N

T19N

SF-108

PW-101!. Production well# Stream gaging locations!C Evart municipal wells and well number

Boundary ofModel Area

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Highway 10

Sevenmile Road

110th

Ave

nue

Ninemile Road

100th

Ave

nue

90th

Aven

ue

80th

Aven

ue

70th

Aven

ue


Evart

Muskegon

River

StrawberryLake

Twin Creek

Chippewa

Grindstone Creek

Hoffmyer Creek

Thorn Creek

Cat Creek

Creek

1100

1120

1080

1140

1060

1040 1020

1000

1160

1180

1200

980

960

1000

960

12001160

980

980

980

PW-101

Figure 2a Regional Groundwater Levels from Water Well Records


!°

R9W R8W R7W

T17N

T18N

T19N

PW-101!. Production well!

Residential and supply well locationwith water- level dataContour of elevation of water-table surface (feet, MSL)980

0 15,0007,500Feet

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%,%,

$+$+$+

$+

$+

$+

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!A

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SW-9

SW-8

SW-2

SW-1

DP-5

DP-4

DP-3 DP-2DP-1 MW-9i

SW-11r

Seep-6

Seep-5

MW-12s,iMW-11s

MW-10i

SW-8-DP

SW-2-DP

SW-1-DP

MW-114i

MW-113d

MW-111d

MW-110d

MW-108i

MW-107i,dMW-106d

MW-105s,d,L

MW-104i,dMW-103i,d

MW-102i,dMW-101s,d,L

SW-11-DP

MW-115i

MW-112i

MW-6iMW-7i

MW-8iMW-4u MW-5i,d

MW-13i

MW-2i

MW-3i

MW-1d

Vent-1rVent-2

SW-14

1120

1110

1100

1130

1090

1140

PW-101

12.75

13.00

13.25

13.50

13.75

Jan-01 Jan-03 Jan-05 Jan-07 Jan-09 Jan-11 Jan-13 Jan-15Water

Level

Diffe

rence

(ft)Water Level Difference between

MW-107d and MW-110d

MW-107d

MW-110d

Figure 2b Groundwater Levels on July 7, 2012 in Vicinity of PW-101

!°

Production Well!A MW - Monitoring Well#* DP - Drive Point

") SW - Surface Water$+ Seep%, Vent

Water Level Contour (ft MSL)NWNA Property

0 2,0001,000Feet

980

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Creek

Cat Creek

Thorn Creek

Chippewa

Twin Creek

StrawberryLake

River

Muskegon

Evart

1

1

1

4

3

2

2!

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N

S

Grindstone Creek

Hoffmyer Creek

Highway 10

Sevenmile Road

110th

Ave

nue

Ninemile Road

100th

Ave

nue 90

th Av

enue

80th

Aven

ue

70th

Aven

ue


PW-101

Figure 3 Regional Geologic Zones and Cross Section Traces

!°

R9W R8W R7W

T17N

T18N

T19N

Undifferentiated Sands1

Fine-grained Sediments of Twinand Chippewa creeks3Coarse-grained Sand and Gravel4Geologic cross section trace!

!

Eastern Fine-grained Sediments2


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A

A

AA

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A

Eightmile Rd

DeckerPond

DeckerSeepSeep 5

Pond

Pond

Vent 1

Seep 1Seep 4Seep 2Seep 3

Seep 6

PW-101 100th

Aven

ueTwin Creek

DeckerSprings

ChippewaSprings

White PineSprings

NorthernBoomerang

Springs

Northern RidgeSpring

Vent 2

Eightmile Road

"

"

Weir 1

"Weir 6

SouthernBoomerang

Springs

SF-9

SF-8SF-6

SF-2

SF-1

Weir 9Weir 8

Weir 7

Weir 4

Weir 5Weir 2

Weir 3Weir 10

0 1,500750Feet

!°

!. Production well" Stream gaging or weir locationA Location of major seep or spring

PW-101

Figure 5 Springs and Streams in the Vicinity of PW-101

Seep 1Weir 1

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DC

MM NN

LL

PP

OOR

E FQ

A

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ZV

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FF

CC

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NH

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NG

NF

AA

ND NC

NE

NBNANL

NM

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RR

QQ

SS

XXNinemile Road

100th

Ave

nue

95th

Aven

ue

110th

Ave

nue

Eightmile Road

SpringLake

DeckerPond

Twin

Creek

EastTwin

BranchCreek

!°

Mapped wetlandsA

Figure 10 Location Map of Wetlands

PW-101

0 2,0001,000Feet

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Creek

Cat Creek

Thorn Creek

Chippewa

Twin Creek

StrawberryLake

River

Muskegon

Evart

Grindstone Creek

Hoffmyer Creek

#USGS Gage

!C

!C

Highway 10

Sevenmile Road

110th

Ave

nue

Ninemile Road

100th

Ave

nue

90th

Aven

ue

80th

Aven

ue

70th

Aven

ue


8

1-7

!C9

SF-9

SF-1

SF-20

SF-19SF-18SF-17

SF-13

SF-16

SF-11

SF-10

PW-101

!P

Figure 12 Regional Groundwater Model Grid

0 15,0007,500Feet

!°

R9W R8W R7W

T17N

T18N

T19N


Columns

Rows

125

47131

176

160

425

4169

123

141

174

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Evart

MuskeganRiver

Grindstone Creek

Hoffmyer Creek

Cat Creek

Thorn Creek

PW-101

Figure 13 Recharge Zones in Model Area

0 15,0007,500FeetZone 1

Zone 2Zone 3Zone 4Zone 5

Zone 6Zone 7Zone 8Zone 9Zone 10

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Ninemile Road

100th

Ave

nue

95th

Aven

ue

110th

Ave

nue

Eightmile Road

Twin

Creek ChippewaCreek

SpringLake

DeckerPond

EastTwin

BranchCreek

1050

1090

1110

-2.7

0.3

0.2

0.9

3.5PW-1011.1

1.5

0.8

-1.7

-2.9

-3.6 -3.1-1.4-1.6

-2.01100

1130

1120

1080

1140

1070

1060

Figure 14 Calculated Steady-State Groundwater Levels in Vicinity of PW-101

!°

!. Production well! Water Level Residual (feet)

Contour of elevation of water-table surface (feet, MSL)1110

0 2,0001,000Feet

0.2

PW-101

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!.

Highway 10

Sevenmile Road

110th

Ave

nue

Ninemile Road10

0th A

venu

e 90th

Aven

ue

80th

Aven

ue 70th

Aven

ue


Evart

MuskegonRiver

StrawberryLake

Twin Creek

Chippewa

Grindstone Creek

Hoffmyer Creek

Thorn Creek

Cat Creek

Creek

1050

1025

1075

1100

1125

1150

1175

100010

251000

PW-101

0 15,0007,500Feet

!°

R9W R8W R7W

T17N

T18N

T19N

Figure 15 Calculated Steady-State Regional Groundwater Levels

R9W

PW-101!. Production well

Contour of elevation of water-table surface (feet, MSL)1000


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SF-16

PW-101

Seven Mile Rd

110th

A

ve.

100th

Av

e.

95th

Ave.

Nine Mile Rd

90th

Av

e.

80th

Av

e.

GroundwaterBasin Upgradient

of SF-9Groundwater

Basin Upgradientof SF-17

Twin CreekWatershed Boundary

Chippewa CreekWatershed Boundary

DeckerPonds

Evart

StrawberryLake

Twin Creek

Chippewa Creek

SF-9SF-17

!°

Figure 18 Twin Creek and Chippewa Creek Watersheds and Groundwater Basins

0 10,0005,000Feet!. Production well

! Stream gaging locationWatershed boundarySub-watershed boundary

SF-1

PW-101

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Ninemile Road

100th

Ave

nue

95th

Aven

ue

110th

Ave

nue

Eightmile Road

Chippewa Creek

SpringLake

DeckerPond

Twin

Creek

EastTwin

BranchCreek

PW-101

0.5

32 1

Figure 19 Calculated Drawdown after 10 Years from an Increase in Withdrawal Rate from PW-101 from 150 to 400 gpm

Note: Private wells only shown within one-mile of PW-101.

!°

0 2,5001,250Feet!. Production well

! Residential well#* Irrigation wellG Spring Hill Camp well

Drawdown (feet)

PW-101

3

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90th Avenue 80th Avenue - Michigan · 90th Avenue 80th Avenue 70th Avenue Pere Marquette State...

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Transcript of 90th Avenue 80th Avenue - Michigan · 90th Avenue 80th Avenue 70th Avenue Pere Marquette State...