potentiometric surface map of the bedrock aquifers … · morocco mount ayr goodland ... h b e a v...
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Kentland
LakeVillage
Roselawn
Kentland
Brook
Morocco
MountAyr
Goodland£¤24
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CR 400 E
CR 300 E
CR 1075 S
CR 275 W
CR 350 E
CR 1275 S
CR 625 S
CR 500 W
CR 100 E
CR 650 W
CR 400 E
CR 300 S
CR 125 W
CR 200 W
CR 150 E
CR 300 E
CR 200 E
CR 575 E
CR 1000 S
CR 325 S
CR 350 W
CR 600 N
CR 300 S
CR 550 E
CR 50 E
CR 450 W
CR 525 W
CR 500 S
CR 500 E
CR 1300 S
CR 300 W
CR 500 W
CR 1400 S
CR 300 N
CR 225 S
CR 100 S
CR 550 E
CR 1200 S
CR 700 N
CR 900 N
CR 100 W
CR 250 E
CR 1300 S
CR 200 S
CR 450 S
CR 400 E
CR 350 E
CR 700 S
CR 600 S
CR 200 E
CR 350 W
CR 700 N
CR 400 E
CR 100 W
CR 1550 S
CR 150 W
CR 500 E
CR 700 S
CR 300 NCR 200 E
CR 400 E
CR 1500 S
CR 400 N
CR 1150 S
CR 400 W
CR 525 W
CR 600 W
CR 800 S CR 800 S
CR 350 S
CR 500 S
CR 525 E
CR 800 N
CR 1700 S
CR 250 W
CR 600 W
CR 150 E
CR 1400 S
CR 600 N
CR 400 W
CR 500 W
CR 600 E
CR 175 E
CR 750 S
CR 600 W
CR 675 W
CR 250 N
CR 100 WCR 650 W
CR 950 N
CR 1100 N
CR 900 S
CR 600 S
CR 50 S
CR 575 W
CR 300 W
CR 1100 S
CR 300 W
CR 200 W
CR 150 E
CR 100 E
CR 50 W
CR 200 E
CR 250 W
CR 1200 N
CR 475 W
CR 950 N
CR 1000 S
CR 75 W
CR 1200 S
Bowe
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Moran
Montgomery
Cline Ditch
Bowt
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Jones
Darroch
Carls
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Chizum Ditch
O'Brien
Riner H
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Beaver Lake Ditch
Strole Ditch
Salis
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Di
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Rich Ditch
Shuey
Dit ch
Ditch
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Garrard
Iroquois
Kankakee River
Ditch
Templeton
Talley Ditch
Curti
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Elijah Ditch
Narrows Ditch
David Ditch
Kasta
Spitler Ditch
Kankakee R
iver
Best
Ditch
Barten
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Defries
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Boyle Ditch
Lawler Ditch
Thompso
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River
BairdDitch
Ditch
Weiss
Ditch
Camblin
Haines
Ditch
Deardurff Ditch
R. 8 W . R. 7 W .
T. 32 N.T. 31 N.
T. 31 N.T. 30 N.
T. 30 N.T. 29 N.
T. 29 N.T. 28 N.
T. 28 N.T. 27 N.
T. 27 N.T. 26 N.
R. 8 W . R. 7 W .R. 9 W . R. 8 W .
T. 27 N.T. 26 N.
R. 10 W . R. 9 W .
T. 30 N.T. 29 N.
T. 28 N.T. 27 N.
T. 29 N.T. 28 N.
T. 31 N.T. 30 N.
R. 10 W . R. 9 W .T. 32 N.T. 31 N.
R. 9 W . R. 8 W .
650
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Deardu rf fDitch
Sheep Ditch
BeaverCreek
Bergren Ditch
Lawl
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650
640
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690700
Ditch
650
Ditch
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720 730
660
Ditch
Ditch
Ditch
Ditch
Gregory
650
640
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Sumava Resorts
Thayer
Enos
Ade
Effner
Foresman
BeaverCity
Ditch
Willow SloughState Fish &Wildlife Area
Carlson GamebirdHabitat Area
Clarence TriplettGamebird
Habitat Area
Conrad SavannaNature Preserve
Lasalle State Fish& Wildlife Area
£¤41
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Battle
day
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Bogus Island Ditch
River
Iroqu
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Prudential Gamebird
Habitat Area
Lyons GamebirdHabitat Area
DonohueGamebird
HabitatArea
740
£¤24
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J.C. Murphey Lake
620
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Johnson Ditch
POTENTIOM ETRIC SU RFACE M AP OF THE BEDROCK AQU IFERS OF NEW TON COU NTY, INDIANA
Division of W ater
M ichae l R. Penc e, GovernorDe p artm e nt of Natural ResourcesCam eron F. Clark, Dire ctor Pote ntiom etric Surface M ap 51-B
Map Use and Disclaimer Statement
W e request that the following age ncy b e acknowle d ge d in prod ucts d erive d from this m ap : Ind iana De p artm e nt of Natural Resources, Division of W ater.This m ap was com p ile d b y staff of the Ind iana De p artm e nt of Natural Resources, Division of W ater using d ata b e lieve d to b e reasonab ly accurate. However, a d e gre e of error is inhere nt in all m aps. This prod uct is d istrib ute d “as is” without warranties of any kind , e ither exp resse d or im p lie d . This m ap is inte nd e d for use only at the pub lishe d scale.
This m ap is create d from several existing shap e files. Township and Range Lines of Ind iana (line shap e file, 20020621), Land Survey Lines of Ind iana (p olygon shap e file, 20020621), and County Bound aries of Ind iana (p olygon shap e file, 20020621), are all from the Ind iana Ge ological Survey and b ase d on a 1:24,000 scale. Road s (TIGER and INDOT) (line shap e file, 2005) is from the Ind iana De p artm e nt of Transp ortation and b ase d on a 1:100,000 scale. Syste m 1 (line shap e file, 2003) is from the Ind iana De p artm e nt of Transp ortation and b ase d on a 1:24,000 scale. Incorp orate d Bound aries in Ind iana (p olygon shap e file, 20060501) is from the Grap hics and Engine ering Se ction, Ind iana De p artm e nt of Transp ortation. Hyd rograp hy, Stream s (NHD) (line shap e file, 20081218), Rivers (NHD) (p olygon shap e file, 20081218), and Lakes (NHD) (p olygon shap e file, 20081218) are from the U .S. Geological Surveyand b ase d on a 1:24,000 scale. M anage d Land s IDNR IN (p olygon shap e file, 20100920) is from the Ind iana De p artm e nt of Natural Resources and b ase d on a 1:24,000 scale. Digital Elevation M od e l im age is d erive d from the Ind iana Ortho/LiDAR Statewid e Colle ction Program (2013). Newton County Be d rock No Aquifer M aterial or Lim ite d Data (p olygon shap e file, Grove, 2015) and Pote ntiom etric Surface Contours of the Be d rock Aquifers of Newton County, Ind iana (line shap e file, Grove, 2015) are b ase d on a 1:24,000 scale.
M ap ge nerate d b y Reub e n Q. ArvinIDNR, Division of W ater, Resource Assessm e nt Se ction
Elevation (feet)885
528
Digital Elevation Model of Newton County, Indiana
1 0 10.5 M ile
1 0 10.5 Kilom eter
Location Map
Potentiometric Surface Map of the BedrockAquifers of Newton County, Indiana
b yGle nn E. Grove
Division of W ater, Resource Assessm e nt Se ction
M arch 2015
State M anage d Prop erty
EXPLANATION
Lake & River
M unicip al Bound ary
State Road
County RoadStream
Interstate
Line of equal e levation, in fe et ab ove m ean sea leve lPote ntiom etric Contour interval 10 fe et
700
U S Highway¬«14
£¤41
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No Aquifer M aterialor Lim ite d Data
Newton County is locate d in the northwest p ortion of Ind iana, ad jace nt to the state of Illinois to the west, and is b ound e d b y the counties of Lake, Jasp er, and Be nton. The e ntire county lies within the Kankake e River Basin.The Pote ntiom etric Surface M ap (PSM ) of the b e d rock aquifers of Newton County was m ap p e d b y contouring the e levations of 287 static water-leve ls re p orte d on we ll re cord s re ce ive d prim arily over a 50 year p eriod . These we lls are com p lete d in aquifers at various d e p ths, and typ ically, und er confine d cond itions (b ound e d b y im p erm eab le layers ab ove and b e low the water b earing form ation). However, som e we lls were com p lete d und er unconfine d (not b ound e d b y im p erm eab le layers) settings. The p ote ntiom etric surface is a m easure of the pressure on water in a water b earing form ation. W ater in an unconfine d aquifer is at atm osp heric pressure and will not rise in a we ll ab ove the top of the aquifer, in contrast to ground water in a confine d aquifer which is und er hyd rostatic pressure and will rise in a we ll ab ove the top of the water b earing form ation.
U niversal Transverse M ercator (U TM ) coord inates for the water we lls were e ither p hysically ob taine d in the fie ld , d eterm ine d through ad d ress ge ocod ing, or re p orte d on water we ll re cord s. The location of the m ajority of the water we ll re cord s use d to m ake the PSM were fie ld verifie d . Elevation d ata were ob taine d from a d igital e levation m od e l. Quality control/quality assurance proce d ures were utilize d to re fine or rem ove d ata where errors were read ily ap p are nt.Pote ntiom etric surface e levations range from a high of 740 fe et m ean sea leve l (m sl) in the southeast p ortion of the county, to a low of 620 fe et m sl along the northwest corner, west-ce ntral e d ge, and southwest areas of the county. Ground water flow d ire ction is toward s the Kankake e River in the northern part of the county, toward s the Iroquois River in the southern area, with an overall western trend in the ce ntral p ortion of the county.Be d rock p ote ntiom etric surface e levation contours have not b e e n exte nd e d through p ortions of the county. These areas are lacking in d ata and /or covere d b y m ore prolific unconsolid ate d d e p osits that lim it the ne c essity to com p lete we lls in b e d rock.
Static water-leve l m easure m e nts in ind ivid ual we lls use d to construct county PSM ’s are ind icative of the water-leve l at the tim e of we ll com p letion. The ground water leve l within an aquifer constantly fluctuates in resp onse to rainfall, evap otransp iration, ground water m ove m e nt and pum p age. There fore, m easure d static water-leve ls in an area m ay d iffer d ue to local or seasonal variations. Be cause fluctuations in ground water are typ ically sm all, static water-leve ls can b e use d to construct a ge neralize d PSM . As a ge neral rule, b ut certainly not always, ground water flow ap p roxim ates the overlying top ograp hy and interse cts the land surface at m ajor stream s.
The county PSM can b e use d to d e fine the re gional ground water flow path and to id e ntify significant areas of ground water re charge and d ischarge. County PSM ’s re p rese nt overall regional characteristics and are not inte nd e d to b e a sub stitute for site-sp e cific stud ies.
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