551.49 p 931-5 UNITED ST~lTES DEPARTMENT OF THE INTERIOR 70 GEOLOGICAL SURVEY eAs1C-DATA REPORT NO. s GROUND-WATER SERIES LOWER AROOSTOOK RIVER BASIN AREA

By GLENN C. PRESCOTT, JR.

C"l , >­ 'Z >- 46-·-+--+------+\-----+------+--+-- 0 J >-

7l0 ,./

0 100 M :LES

INDEX lll AP OF llAINE AND ADJOINING . AREA OF INVESTIGATION IS SHADED

PREPARED IN COOPERATION WITH THE STA TE OF MAINE PUElllC UTILITIES COMMISSION 1970

55!. Y1 p C:· -~· /- ~ 70

UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY

MAINE BASIC DATA REPORT NO. 5 GROUND-WATER SERIES

LOWER AROOSTOOK RIVER BASIN AREA

Records of selected wells, springs, and test holes in the l~wer Aroostook River basin

By

Glenn c. Prescott, Jr.

Open-File Report

Prepared in cooperation with

THE STATE OF MAINE, PUBLIC UTILITIES COMMISSION

1970

CONTENTS Page

Introduction o•oo•s•o••e•oooee11••"'•e•e

Numbering and location systems for wells, springs, and test holes 2

ILLUSTRATIONS

Figure 1. Sketch map showing 15-minute topographic quadrangles

and area covered by this report . . . 3 2. Maps showing the location of wells, springs, and test

holes in the lower Aroostook River basin and adjacent areas ...... 25

a. Mars Hill quadrangle 26

b. Presque Isle quadrangle 27

c. Caribou quadrangle ...... 28 d. Fort Fairfield quadrangle ...... 29

e. Stockholm quadrangle 30

III IV TABLES Page

Table 1. Geologic units in the lower Aroostook River basin and

their water-bearing characteristics 4

2. Records of selected wells and test holes in the lower Aroostook River basin • • ...... 6 3. Records of selected springs in the lower Aroostook

River basin ••• 19

4. Drillers' logs of selected wells and test holes in

the lower Aroostook River basin • 20

5. Detailed chemical analyses of water in the lower Aroostook River basin ...... 21 6. Production of water for public supply in the lower

Aroostook River basin, 1969 •••• 24 INTRODUCTION

The area of this report includes about 536 square miles in the lower

Aroostook River drainage basin in northeastern Aroostook County in northern

Maine. The location of the area within the State is shown on the cover of the report and a sketch map indicating the topographic quadrangles for the report area is given in figure 1. The quadrangle maps (figs. 2a-e) are at the back of the report. Included in the area are parts or all of the following towns: Caribou, Castle Hill, Caswell, Chapman, Connor, Easton,

Fort Fairfield, Limestone, Mapleton, New Sweden, Perham, Presque Isle,

Stockholm, Wade, Westmanland, and Woodland.

This report presents basic data collected as part of an investigation of the ground-water resources of the lower Aroostook River basin in Maine made by the U.S. Geological Survey in cooperation with the Maine Public

Utilities Commission. The data have been prepared for release in order to make available to the public basic ground-water data, which will oe useful in the planning of water-resources development. An interpretive report summarizing the availability of ground water and containing related geologic and hydrologic information will be published in the Geological Survey's

Hydrologic Investigations Atlas series.

Most of the data contained in this report were collected by the author during the 1968 and 1969 field seasons. A small amount of well data had been collected previously by Frederick K. Mack and H. N. Halberg in 1952 during the course of generalized studies made by the New England-New York Inter­ agency Committee (NENYIAC), and by the author during a reconnaissance of ground-water conditions in Maine made in 1957 and 1958.

The data include records of 486 wells, 7 springs, and 20 test holes

(tables 2, 3); logs of 22 wells or test holes (table 4); detailed chemical

1 2 analyses of 89 samples of ground water and 12 samples of surface water

(table 5); and information regarding the public water-supply systems in the

area (table 6). The report makes no attempt to record all the wells in the

area but rather includes selected, representative ones. The locations of

wells, springs, and test borings are shown on figure 2 (a through e).

The geologic units used in tables 2 and 3 are described in table 1, which

is intended as an aid in determining the general characteristics and relative

values as aquifers of the various units.

NUMBERING AND LOCATION SYSTEMS FOR WELLS, SPRINGS, AND TEST HOLES

Wells, springs, and test holes in Maine are numbered consecutively by

county. Each well designation consists of a letter or letters indicating

county, and a number (for example: Ar 412). If more than one well at the

same location was inventoried, these are usually differentiated by a small

letter following the number (for example: Ar 412a). The letters indicating

the county are not shown on figure 2 or in tables 2, 3, and 5 except at the

top of each page.

The wells, springs, and test holes also have a location number (column

2 of tables 2 and 3), based on their latitude and longitude coordinates in

degrees, minutes, and seconds. This number is used by the Geological Survey

to identify each well from all others. The location number also helps the

user of figure 2 to find any given well. For example, well Ar 412, which is

located at 46°57'20", north latitude and 68°5'58" west longitude is given

the location designation 465720N0680558. l. The ". l" at the end of this

designation is a number assigned in the order in which wells were inventor­

ied within the area of specific latitude and longitude. 3

' \ \ \

3 2

Outline of report Presque Isle area

5

Quadrangle names

1. Stockholm 2. Fort Fairfield 3. Caribou 4. Mars Hill 0 5 10 Miles s. Presque Isle Scale

Figure 1.--Sketch map showing 15-minute topographic quadrangles and area covered by this report 4

Table 1.-~Geologic units in the lower Aroostook River basin and their water-bearing characteristics

Geologic Thickness Water-bearing unit feet Character characteristics

Alluvium 0-40 ll Sand, gravel, cobbles, silt, and clay, underlying In valleys of small streams alluvium may streams channels, flood plains, and low river occur as small discontinuous patches, terraces. but in places, particularly along the Aroostook and Little Madawaska Rivers, and along Presque Isle Stream, forms a mappable unit. Where alluvium underlies the stream channels it is not considered an aquifer because of its generally sub­ merged position. Where alluvium under­ lies flood plains or low terraces ad­ jacent to stream channels it is generally thin or fine grained and not a significant aquifer. In places along the Aroostook River, alluvium overlies outwash which may yield several hundred gallons per minute to individual wells.

Swamp deposits 0-10 11 Peat and muck consisting of partly decayed Not known to yield water to wells in the organic matter--leaves, moss, rushes, heath area. In places holes dug to store plants, and grass--and some intermixed silt, water to be used for potato spraying clay, and sand of alluvial or colluvial origin. apparently obtain water from swamp de­ Many of the ribbon-like deposits lie along posits. Swamp deposits also release streams that have been dammed by beavers and water slowly to underlying formations or are probably only a foot or two in thickness. to streams flowing through or issuing from them ..

Lacustrine deposits 0-90 ll Blue to gray laminated silt and clay of late Not known to yield water to wells .. glacial or early post-glacial age occurring in a few outcrops and in the subsurface in the valley of the Aroostook River in the area from Washburn to Presque Isle.

Outwash 0-llO ]J Stratified sand and gravel deposits in valley Outwash yields water to dug, drilled, or trains or outwash plains. Contains some silt driven wells. From 20 to 70 gpm (gallons and clay and cobbles. per minute) have been obtained from drilled wells of 6-inch diameter. Large supplies of water (as much as 1700 gpm) have been obtained from several properly screened and developed wells from 12 to 18 inches in diameter in areas, parti­ cularly along the Aroostook River, where the deposits have a thick zone of satur­ ation and are in hydraulic continuity with an adjacent body of surface water for recharge. The water is of good quality but hard.

Ice-contact 0-100 !!_/ Well-stratified to poorly stratified deposits Many of the outcrops of ice-contact de­ deposits of sand, gravel, and cobbles, with some silt, posits are isolated and topographically clay, and boulders. Land :arms consist large­ too high relative to nearby bodies of ly of kames and kame terraces, but also in­ surface water to be important aquifers~ clude some deltas and eskers or crevasse In a few places along the Little Mada­ fillings. waska and Aroostook Rivers, probably several hundred gallons per minute would be available to individual wells. Largest known yield from ice-contact deposits in this area is 75 gpm. Water is of good quality but hard.

Till 0-80 ll Till is a heterogeneous mixture of clay, silt, Till is the source of water to some dug sand, gravel, cobbles, and boulders. In some wells and springs and froffi gravelly exposures upper few feet appear to have been zones to a few drilled wells. Substan­ crudely sorted by running water. In some tial yields of dug wells are generally potato fields erosion has removed the finer less than 1 gpm. Dug wells are likely materials from the soil zone leaving a gravel­ to go dry in sununer and late winter. The ly soil which resembles stratified glacial water is hard. deposits. The till is generally very dense. 5

Table 1.--Geologic units in the lower Aroostook River basin and their water-bearing characteristics--Continued

Geologic Thickness Water-bearing unit (feet) Character characteristics

Bedrock Bedrock consists largely of blue-gray lim~­ Bedrock nearly everywhere contains enough stone and calcareous shale and siltstone of water for farm and home use within a the Carys Mills and Spragueville Formations. reasonable drilling depth of the land Bedrock also includes shale, siltstone and surface. The average depth of 453 argillite of the Perham Formation; sandstone bedrock wells for which information is and nrudstone of the Chapman Sandstone; and available ~s 142 feet but the mean depth sandstone, siltstone and conglomerate of the is only 98 feet. Depths range from 23 Mapleton Sandstone. Outcrops of intrusive to 800 feet. The yields of 317 wells igneous rocks such as granite and diabase; range from 0 to 560 gpm and average 34 and volcanic rocks \such as andesite,, rhy..: gpm. The median yield is 15 gpm. The elite, and tuff also occur. greatest depths and highest yields are for wells drilled for industrial purposes or for public supply (at military installa­ tions). These wells required more water than farm and home wells and consequently were drilled deeper than such wells. The water in bedrock is contained primarily in secondary openings such as cleavage or bedd­ ing planes, joints, fractures, or solution openings. The sandstone formations may contain some water between sand grains where cementing is poor. It is not poss­ ible to predict accurately the depth at which wa_t_er-bearing -~Qn~_s_ will be ~~count­ ered or h~w mu~h water will be a-.;-ai-lib-le­ to wells. The Carys Mills Formation is very widespread and constitutes the prin­ cipal bedrock aquifer. Rather incomplete data suggest that larger yields are avail­ able from wells drilled in the Carys Mills than in other formations. The water in bedrock is generally confined under- art-es~ ian -conditions - that is, the water will rise to a level in a well above that at which it is reached by the drill. Several wells for which information is available flowed. The water is of good chemical quality but is hard.

11 Maximum value estimated from well record.

11 Maximum value from driller's log*

11 11 0 ]j Maximum value from: Glacial geology of Maine", v. 2 .£.f A survey of road materials and glacial geology of Maine , by H. W. Leavitt and E. H. Perkins: Maine Tech. Exp. Sta. Bull. 30, p. 174, 1935.

~/ Maximum value estimated. ,,,!

Table 2.--Records of selected wells and test holes in the lower Aroostook River basin

Well no: For explanation of well-numbering system, see text. Water level: Water levels expressed in feet, tenths, and hundredths are Location: For explanation of well-location system, see text. measured; other water levels are reported. Depths are belav; land­ °' Altitude above sea level: Land-surface altitudes at most wells surface datum~ are interpreted. from topographic maps and are generally Use: C, corranercial; D, domestic; In, industrial; Ir, irrigation; N, not accurate to within 10 feet. Altitudes of some highway test in use; Ps, public supply; S, livestock; T, test hole for water; Tb, borings and some wells at Loring Air Force Base were in­ test boring (generally for highway or bridge construction). strumentally determined. Type of pump/power: C, centrifugal; G, flows by gravity; J, jet; N, none; Type of well: Dr/, driven; Dr, drilled; Du, dug; W, wash bored. P, piston 1 (including cylinder, pitcher, and plunger); S, submersible Depth of well: Depths expressed in feet and tenths are measured; turbine; T, vertical turbine/E, electricity; G, gasoline; Mff manual; those in whole feet are reported. Depths are below land­ N, none; W, wind. surface datum. Remarks: CA, chemical analysis in table 5; DD, drawdown in feet pro­ Depth to bedrock: Some of the depths to bedrock are estimates, duced by pumping at rate in yield column; L, log in table 4; T, based on reported lengths of casing installed in well - temperature of water in degrees Celsius. generally accurate to within 5 feet. Principal water-bearing material: See table l for description of geologic units. Character: An, andesite; G, gravel; Ls, limestone; S, sand; Sh, shale; Sl, slate; Sis, siltstone; Ss, sand­ stone. Geologic units: Alluvium, Al; Cm, Carys Mills Formation; Cs, Chapman Sandstone; Eh, Ednrunds Hill Andesite; Fr, French­ ville Formation; Hh, Hedgehog Formation; led, ice-contact deposits; Ms, Mapleton Sandstone; Ow, outwash; Per, Per­ ham Formation; Sp, Spragueville Formation; T, till; Uvs, undifferentiated volcanic and sedimentary rocks.

Al ti- Principal tude Type Depth Dia- Depth water-bearing Water Type Year above of of meter to material of Yield Remarks Well Location Owner or Town com- sea well well of bed- Char- Geo- Date of pump/ no. User pleted level well rock acter logic Level measure- Use power (feet) (feet) (in,) (ft.) unit ment (gpm) AROOSTOOK COUNTY Ar 4 463656N0680032.l Aroostook State Park Presque Isle 1948 550 Dr 190 6 Per 51 10-15-48 D -- 32 DD,6; hit 3 to 4·gpm at 87 ft , hit large "ve:I n" at 185 ft., 5 463635N0680010.l do do 1958 560 Dr 240 6 5 Sh Per 65 10-29-58 D 8 DD.35. ; CA 6 464154N0680325.l u.s. Air Force Mapleton 1958 480 Dr 309 8 10 Ls Sp 9 5-12·58 PS, N N-- 253 CA; T 7; DD 13. 7 464352N0680715.l Forrest Chandler do -- 520 Dr 410 12 -- -- Sp 15.77 10-29-57 Ir T/G 400 8 464230N0680026,l Cemetery Presque Isle -- 525 Dr 165.0 6 -- -- Sp 68.21 10-28-58 D P/W -- 9 463956N0680028,l Fairmount Cemetery do -- 650 Dr 82 8 -- -- Sp 65.74 10-28-58 D P/W 10 464036N0680100.l Joseph E, Durepo do 1936 450 Dr 25 6 25 -- T -- -- D -- -- Water is rusty. 11 464036N0680100,2 do do 1935 450 Dr 65 6 22 -- Sp -- -- Il,N N 5 12 464133N0680049.l Coca Cola Co. do 1947 450 Dr 165 6 85 -- Sp 23 -- ID,N N 50 Hit water at 9; add 155 feet. 13 464043N0680146.l General Ice Cream Co. do 1945 450 Dr 101 6 38 -- Sp -- -- In J/E 15 14 465117N0674806.l WB;keling Farms Fort Fair- 1946 460 Dr 133 8 Sp 12 c J/E Formerly ~up- field ------plied starch factory. 15 464730N0680950.1 Washburn Water Co. Washburn 1916 470 Dr 38 8 S,G Ow -- PS,N T/E 675 CA; 'yield is -- -- total from 3 similar wells, 16 464545N0674904.l Fort Fairfield Util,Dist. Fort Fair- 1954 370 Dr 42 12 42 S,G Ow PS T/E -- L, field -- -- 17 464546N0674907.l do do 1957 370 Dr 40 12 -- S,G Ow -- -- PS T/E 250 DD 11, 18 465110N0681400,l u.s. Government Perham 1954 870 Dr 270 6 7 Per 4 -- D,N -- 100 DD 96 after -- pumping 36 hours. 19 465310N0675819.1 do Caribou -- 680 Dr 308 -- -- Ls Cm 63 -- D -- 15 DD 60. 20 465300N0680033.l do do -- 600 Dr 307 -- -- Ls Cm 19 -- D,N -- 15 DD 114. "

Table 2.--Records of selected wells and test holes in the lower Aroostook River basin--Continued

Alti- Principal tude Type Depth Dia- Depth water-bearing Water Type Year above of of meter to material of Yield Remarks Well Location Owner or Town com- sea well well of bed- Char- Geo- Date of pump/ no. User pleted level well rock acter logic Level measure- Use power (feet) (feet) (in.) (ft.) unit ment (gpm)

AROOSTOOK COUNTY (Continued) !1.r 21 465510N0674738.l U.S. Government Limestone -- 710 Dr 700 Ls Cm 39 D,N 9 2la 465510N0674738.2 do do ------710 Dr 202 -- -- Ls Cm 35 -- D,N -- 5 2lb 465510N0674738.3 do do 710 -- Dr 421 -- -- Ls Cm 39 -- D,N -- 7 22 465536N0674752.l do do 760 Dr 155 Ls Cm 45 D,N 60 23 465557N0675401.l do ------do 1953 666 Dr 300 8 30 Ls Cm 1 4· -53 PS,N T/E 300

24 465552N0675350.l do do 1953 655 Dr 300 8 30 Ls Cm PS,N T/E 200 25 465559N0675348.l do -- -- do 1953 670 Dr 300 8 36 Ls Cm 10 -- PS,N T/E 520

26 465557N0675410.l do do 1953 658 Dr 300 8 40 Ls Cm 7 4- -53 PS,N T/E 280 27 465556N0675420.l do do 1953 664 Dr 762 8 39 Ls Cm 8 4- -53 P'S, N T/E 168 27a 465556N0675420.2 do do 1953 664 Dr 300 8 39 Ls Cm - -- PS,N T/E 10 28 465552N0675409.l do do 1953 646 Dr 300 8 9 Ls Cm 1 8-20-53 PS,N T/E 560 r

29 465526N0675540.l do do 1955 620 Dr 284 6 6 Ls Cm 40 -- D,N -- 40

30 465622N0675127.l do do 1955 750 Dr 153 6 -- Ls Cm 30 -- D,N -- 30

31 465603N0675422,l do do 1947 685 Dr 175 6 35 Ls, Sl Cm 17 PS,N 200 32 465616N0675423.l do -- -- do 1947 685 Dr 308 6 26 Ls Cm 20 PS,N 80 33 465628N0675640.l

34 465633N0675642.l do do 1948 580 Dr 500 8 30 Ls Cm 22 -- PS,N T/E 102

35 465634N0675649.l do do 1948 574 Dr 624 8 30 Ls Cm 19 -- PS,N T/E 84

36 465637N0675644.l do do 1948 574 Dr 468 8 80 Ls Cm 20 -- PS,N T/E 126 4

37 465643N0675645,l do do 1948 560 Dr 360 8 40 Ls Cm 5 -- PS,N -- 82

37a 465643N0675645.2 do do 1953 560 Dr 667 8 40 Ls Cm 9 PS,N 82 38 465646N0675640,l do -- -- ed. do 1948 563 Dr 500 8 -- Ls Cm 5 PS,N 40 38a 465646N0675640.2 do do -- -- 19~- 563 Dr 735 8 -- Ls Cm 8 -- PS,N -- 40 ed

39 465633N0675630,l do do 1948 589 Dr 650 8 60 Ls Cm 32 -- PS,N T/E 325

'-! Table z~ .. -Records of selected wells an

Principal 00 water-bearing Water material Well Location Owner or Town Char­ Geo- pump/ no. User acter 1 og i c Level Use power unit

Ar 40 465600N0675935,l U~S .. Government Caribou 590 Dr 382 6 19 Ls Cm 15 D,N 41 465749N0675017.1 do Caswell 820 Dr 241 6 Ls Cm 113 D,N

42 4·65727N0675108, l do Limestone 720 Dr 215 6 Ls Cm 45 D,N

43 465755N0675200.l do Caswell 650 Dr 700 Ls Cm 18 N N

t+4 465750N0675215.1 do do 650 Dr 585 8 Ls Cm N 45 465746N0675210,l do do 650 Dr 275 8 60 Ls Cm 11 PS,N T/E 46 465754N0675219.l do do 650 Dr 323 8 Ls Cm PS,N T/E 47 465750N0675220.l do do 650 Dr 800 8 Ls Cm N N 50 48 465745N0675221,l do do 650 Dr 275 8 60 Ls Cm PS,N T/E 140 CA; T 8. 49 465736N0675523.l do Limestone 740 Dr 200 6 12 Ls Cm 3 D,N 30 DD 17; recovered immediately, 50 465836N06 74921.1 do Caswell 795 Dr 329 6 Ls Cm 52 D,N 25 DD 95; recovered 60 feet in 5 minutes, full recovery in 1 hour. 51 465826N0675013.l do do 790 Dr 110 8 Ls Cm PS -IE 100 CA, 52 465821N0675004.1 do do 800 Dr 110 8 Ls Cm PS -IE 100 CA. 53 465827N0675110.l do do 760 Dr 260 6 14 Ls Cm 32 D,N N 30 DD 1.5; ilillned­ :la te recovery .. 54 i>65830N06 7 5409. 1 do do 770 Dr 342 16 Ls Cm 43 D,N N 40 DD 2; immediate recovervs 55 465827N0675601.l do 725 Dr 768 6 Ls Cm 25.42 8-8-68 D,N N 4.5 DD 180; ~ecovered in 90 minutes· .. 56 465944N067533l.l do 800 Dr 129 6 Ls Cm 28 D,N N 40 DD 56; recovered in 2 minutes,. 57 465938N0675455.l do 820 Dr 375 Ls Cm 33 D,N I 1: 30 Dil 180; 50% re­ covery in 5 I minutes~ full recovery in 35 111inutes., 58 470008N0680016,l do 780 Dr 165 Ls Cm 36 D 2G DD 64. 59 470031N0680118.l do 640 Dr 325 Ls Cm 8 D 42 DD 9.5; <1lso I:;, : 90 same down, 60 465537N0675558.l do 650 Dr 93 6 Ls Cm 48 D,N 11 DD 5; immediate IN r:ecoverye 78 .464624N0675010.1 Highway Comm. 380 w 52 2.5 44 Tb -- L, 79 1464627N0675003.l do 330 w 74 2,5 67 Tb -- L. 80 464629N0674959.l do 330 w 80 2.5 72 Tb I L, 81 461.i648N0675050,l Brook Starch Co. 380 Dr 64 6 30 Sp c re-

83 463915N0680024.l Agri. Exp. Sta. 600 Dr 80 6 Sp D [ CA. 84 470042N0680837.1 Goranson 830 Dr 80 6 Per 30 D CA. 85 464827N0680129,li Berube 1960 560 Dr 51 6 55 s Ow 10-29-68 D I J/E CA; 4 gpm. I ...

Table 2~--Records of selected wells and test holes in the lower Aroostook River basin--Continued

Alti- Principal tude I Type Depth Dia- Depth water-bearing Water Type Year above of of meter to material of I Yield Remarks Well Location Owner or Town com- I sea well well of bed- Char- I Geo- Date of pump/ no. User pleted level well rock act er logic Level measure­ Use power (feet) (feet) (in.) (ft.) unit ment (gpm) AROOSTOOK COUNTY

Ar 86 65407N0680638.1 olby Starch Co. oodland 550 Dr 98 12 Ls Cm Flows 0-29-68 In T/E 450 DD 8; flows about 30 gpm; CA. 87 64502N0680524.l rden Bull, Sr. 'ash burn ;1944 480 Dr 89 6 S,G led 23 D J/E CA; not to bed­ rock. 88 64151N0680502.1 • F. Winslow ?le ton 925 720 Dr 80 Ss Ms 15 D,S P/E CA. 91 65250N0675910.1 eorge Dionne . aribou 968 460 Dr 125 6 15 Cm D 35 92 65338N0675652.1 ,ewis Quimby F do 1968 460 Dr 48 6 33 Cm 14 D J/E 7 93 65956N0680133.l red Soucy ~onnor 1968 580 Dr 30 6 S,G Ow D 20 94 65953N0680125.1 eorge Ouellette do 1968 580 Dr 39 6 S,G Ow D 20 95 65953N0680140.1 ichard Chamberlain do 1968 580 Dr 39 6 S,G Ow D 20 96 65246N0680142.1 .rs. Thibodeau aribou 1968 580 Dr 72 6 20 Cm D 20 97 65631N0680842 .1 ew Sweden :1968 730 Dr 95 18 Per D 4 98 65740N0680156.1 onnor !1968 680 Dr 80 14 Cm D 8 99 65402N0680710 .1 oodland il968 610 . Dr 370 30 Cm D S/E 2.5 100 64907N0680228.1 ymond Whittier aribou '1968 640 Dr 200 15 Cm D 25 101 64610N0680918, l . c. McCall ash burn 1968 470 Dr 73 S,G Ow In -IE 100 102 64853N0680926.1 illiam Maynard do 11968 535 Dr 95 6 35 Cm D 7 103 64454N0680251.1 orman Driscoll resque Isle 1968 445 Dr 52 6 S,G Ow D 15 104 65556N0680720.1 nnie Holmes ew Sweden 1968 830 Dr 90 6 16 ll'er D 8 105 65042N0680306.l ichard Brescia aribou il968 530 Dr 98 6 16 Cm D 10 106 65146N0680240.l uane Sands do 1968 560 Dr 98 6 12 Cm D 20 107 65043N0680142.1 obert Dubay do 1968 540 Dr 365 6 28 Cm D 2 108 65042N0681212.l llery Bragdon erham 119681 710 Dr 45 6 25 Per D 8 109 465158N0680210.l lph Ferguson aribou 1968 530 Dr 200 6 Cm D 4 110 65159N0680212.1 asil Ferguson do 1968 530 Dr 90 6 16 Cm D 6 111 65024N0680500.1 obert Cameron oodland 1968 570 Dr 165 6 10 Cm D 1 112 65036N0680401. l elix St~Pierre do 1968 500 Dr 45 6 S,G Ow D 70 113 65116N0680148.1 yr Brothers aribou 1968 460 Dr 180 8 10 Cm N N 0 114 65116N0680148.2 do do 1968 460 Dr 150 8 33 Cm c N 35 Not in use yet., 115 64622N0680842.l eorge Tardiff ash burn 1968 520 Dr 165 6 5 Cm D 8 116 64618N0680838.l arry Estey do 1968 520 Dr 43 6 15 Cm D 6 117 65206N0680155.1 laude Lombard aribou 1968 540 Dr 65 5 Cm D 10 118 64948N0680134.1 lton McE lwain do 1968 570 Dr 90 30 Cm D 8 119 65110N0681122 .1 enneth Maynard erham 1968 770 Dr 90 5 Cm D 7 120 64827N0681103.1 onald Maynard ade 1968 740 Dr 180 25 Cm D 10 121 65032N0680400.1 larron Beckwith oodland 1968 510 Dr 60 35 Cm D 20 122 65043N0680418. 1 do do 1968 520 Dr 1,2 S,G Ow D 20 123 64716N0680930.l .erlin Corey ash burn 1968 490 Dr 170 6 16 Cm D 4 124 65530N0674837.l oburn Morris imestone 1968 720 Dr 70 6 60 Cm D J/E 50 125 65517N0674816.l erome Johndro do 1968 690 Dr 122 6 15 Sp D 5 126 64827N0675242.1 '''ugene Senecha 1 ort Fair­ 1968 400 Dr 160 6 40 Sp D 10 field 127 65036N0675202.1 Thibeau do 1968 500 Dr 50 16 Sp D 20 128 65034N0675202.1 Powers and Co .. do 1968 500 Dr 173 5 Sp D 2 129 +65438N0675542.1 Edgecomb imestone 1968 640 Dr 273 15 Cm D 130 465509N0674833.1 urton Phair do 1968 680 Dr 273 18 Sp D 2 131 i465114N0675959.1 red Shaw aribou 460 Dr 70 18 Cm D 8 132 465116N0674805.l .rs. Letha Paris ort Fair­ 470 Dr 35 15 Sp D J/E field 133 l465436N0675555. l _r. Gerard aribou 610 Dr 155 ;, 18 Cm D 100 ""A

Table 2 .. --Records of selected wells and test holes in the lower Aroostook River basin--Continued

I-' Alti- Principal 0 tude Type Depth Dia- Depth water-bearing Water Type Year above of of meter to material of Yield Remarks Well Location Owner or Town com- sea well well of bed- Char- Geo- Date of pump/ no. User pleted level well rock acter logic Level measure- Use power (feet) (feet) (in.) (ft.) unit ment (gpm)

AROOSTOOK COUNTY (Continued) Ar 134 465506N0675601.1 Robert Kn0Y1les Caribou 1968 600 Dr 75 6 10 -- Cm -- -- D -- 6 135 465236N0674934,1 Thomas Marquis Limestone 1968 600 Dr 170 6 5 -- Cm 67 -- D J/E 7 136 465440N0675843.1 Forrest Doody Caribou 1968 540 Dr 95 6 40 -- Cm -- -- D -- 7 137 465524N0675500.1 u.. s .. Air Force Limestone 1968 600 Dr 53 6 -- S,G led -- -- D -- 75 138 465326N0675632.1 William 0 1 Neal Caribou 1968 500 Dr 85 6 20 -- Cm -- -- D N 7 139 465832N0675728.1 Carroll Kelley Connor 1968 610 Dr 345 6 15 -- Cm -- -- D -- 2 140 470154N0681009.l Sportsmen Inc .. Stockholm 1965 570 Dr 38 6 -- S,G T 17.54 7- 9-68 D P/M 5 T 6. 141 465843N0675135.l U.S. Army Caswell -- 740 Dr 228 6 -- -- Cm 57.00 7-11-68 D,N N -- T 8. 142 l,65315N0675658.1 Loring Motel Caribou -- 440 Dr 125 ------Cm -- -- D -- -- 143 465315N0675658.2 do do -- 440 Dr 125 ------Cm -- -- D -- -- 144 1<65315N0675658,3 do do -- 440 Dr 75 ------Cm -- -- D -- -- 145 464505N0680439.1 Raymond Harris,Jr. Washburn 1968 500 Dr 83 6 -- S,G led -- -- D J/E 10 Not to bedrock 146 464206N0680021,l Presque Isle Water Dist. Presque Isle 1956 440 w 49 2,5 ------15 6- -56 T N 90 DD 5 in; water cleared in 3 hours; T 7; 1 147 463932N0680248.l do do 1955 430 w 21 2.5 21 ------T N -- L, 148 464021N0680152.l do do 1955 435 w 17 2.5 ------T N -- L. 149 464025N0680151.l do do 1955 440 w 54 2.5 ------T N -- L. 150 464026N0680155.1 do do 1955 440 w 24 2.5 ------T N -- L. 151 464013N0680159.1 do do 1955 430 w 18 2.5 ------T N -- L. 152 464124N0680054.l do do 1955 440 w 46 2.5 ------1 -- T N 100 DD 9; L; T 7. 153 463922N0680330.l do Chapman 1956 450 Dr 81 8 ------T N -- L. 154 464222N0680100.1 do Presque Isle 1956 420 w 46 2.5 46 ------T N -- L. 155 464207N0680058.l do do 1956 430 w 65 2.5 ------T N -- L. 156 464145N0680059.l do do 1955 430 w 51 2.5 ------10 11- 9-55 T N -- L. 157 464058N0680103.l -- do 1917 450 Dr 54 6 46 -- Sp -- -- D,N -- -- 159 464103N0680104,l Presque Isle Starch Co. do -- 430 Dr 60 6 -- s Ow Flowed 5-23-52 I In C/E 80 160 464217N0675835.l Bro'WTling & Watson Co.i do 1967 530 Dr 500 6 15 -- Cm -- -- c -- 3 Located at for mer No.Me.T.B. Sa n- ita:tium, whic h had serval de ep wells of low yield. 161 464950N0680031,l Roy Pelletier Caribou 1964 555 Dr 60 6 -- S,G T -- -- D -- 20 162 464949N0680030,l do do 1965 565 Dr 54 6 -- -- Cm Flowed -- D -- 50 163 465623N0680114.l Rene St. Peter do 1964 685 Dr 76 6 15 -- Cm -- -- D -- j 164 465348N0680315,l Mrs.Margaret Kimball do 1964 670 Dr 100 6 15 -- Cm -- -- D -- 20 165 465303N0680957,l L. R, Griffeth Woodland 1964 730 Dr 155 6 1 -- Cm 30 -- D,S J/E 25 166 465430N0680329.l Floyd Quimby Caribou 1964 600 Dr 40 6 -- s Ow Flowed -- D -- -- 167 470731N0675737.l Alphy Levasseur Van Buren 1964 720 Dr 104 6 -- Per(?) -- D -- 20 Outside area -- -- covered by maps. 168 464831N0680131.1 Vernal Greenier Caribou 1964 570 Dr 42 6 -- s T -- -- D -- 20 169 465235N0675911.l Patrick Corriveau do 1964 440 Dr 157 6 -- -- Cm -- -- D -- 5 171 465132N0675956.l James Miller do 1964 450 Dr 101 6 15 -- Cm -- -- D -- 10 172 465042N0680227.l Lewis H. Finnemore do 1964 540 Dr 100 6 16 -- Cm 14 -- D J/E -- 173 464741N0675935,l Clyde Higgins do 1964 600 Dr 60 6 12 -- Cm -- -- D -- 12 174 465217N0680010,l Mr. Doody do 1964 480 Dr 117 6 14 -- Cm -- -- ~ -- 15 177 465115N0675931,l Peter Belyea do 1965 600 Dr 80 6 12 -- Cm -- -- D -- 6 178 464658N0675925,l Lionel Paradis do 1965 510 Dr 55 6 14 -- Cm -- -- D -- 25 179 464818N0680131.l Lloyd Bragdon do 1965 620 Dr 72 6 14 -- Sp -- -- D -- 20 180 464842N0675950,l Dr. Douglass Timms do 1965 520 Dr 60 6 13 -- Cm -- -- D -- 15 .,

Table 2 .--Records of selected i:vells and test holes in the lower Aroostook River basin--Continued

Alti- Principal tudc Type Depth Dia- Depth water-bearing Water Type Year above of of meter to material of Yield Remarks Well Location Owner or Town com- sea well well of bed- Char- Geo- Date of pump/ no. User pleted level well rock acter logic Level measure- Use power (feet) (feet) (in.) (ft.) unit ment (gpm)

AROOSTOOK COUNTY (Continued)

A r 181 465404N0680749.l Wendell Caverhill Woodland 1965 590 Dr 75 I 6 13 -- Cm -- -- D -- 7 182 470026N0680125.l Lawrence Duval Connor 1965 620 Dr 68 6 13 -- Per -- -- D -- 20 183 464938N0680010.l David Harpine Caribou 1965 620 Dr 164 6 8 -- Cm -- -- D -- 15 184 465225N0680342.l Duane Theriault Woodland 1965 575 Dr 57 6 20 -- Cm -- -- D -- 20 186 464655N0675748.l John Campbell Caribou 1965 520 Dr 200 6 15 -- Cm -- -- D -- 20 187 465450N0680314.l George Gallagher do 1965 620 Dr 49 6 20 -- Cm -- -- D -- 25 188 465355N0675546.l Mrs. Mary Wall do 1965 615 Dr 80 6 11 -- Cm -- -- D -- 20 189 465507N0680700.l Walter Sirois Woodland 1965 630 Dr 140 6 6 -- Cm -- -- D -- -- 190 465106N0680004.l Perley Bubar Caribou 1965 440 Dr 144 6 25 -- Cm -- -- D -- 20 191 465654N0680128.l Reginald St. Peter do 1965 680 Dr 130 6 15 -- Cm -- -- D -- 7 192 464958N0675918.l Edgar Gagnon do 1965 470 Dr 80 6 15 -- Cm -- -- D -- 5 193 465638N0680125.l Sacred Heart School do 1965 710 I Dr 50 6 -- -- Cm -- -- D -- 10 194 470112N0680052.l Marco Liotonne Connor 1965 680 Dr 69 6 50 -- Per(?) -- -- D -- 20 195 464833N0675942.l Lewis Emery Caribou 1965 500 Dr 129 6 14 Cm I ------D -- 7 196 464856N0675824.l Donald Wark do 1965 535 Dr 117 6 15 -- Cm -- -- D J/E -- Well sealed at 96 ft. to shut out bad water 197 465045N0680236.l Robert Irving do 1965 530 Dr 100 6 Cm D 10 140 ------198 464215N0680025.l Maine Packers Inc .. Presque Isle 1965 450 Dr 193 6 25 -- Sp -- -- c J/E 28 199 465303N0675712.l Fred Fischer Caribou 1965 490 Dr 90 6 35 -- Cm -- -- D -- -- 200 465210N0680208.l Roland Michaud do 1965 550 Dr 52 6 5 -- Cm -- -- D -- 10 201 1 465007N0680037.l Russe 11 s Hate 1 do 11965 620 Dr 98 6 15 -- Cm -- -- c -- 15 203 465150N0680240.l Gerald Michaud do 1966 550 Dr 78 6 13 -- Cm -- -- D -- 15 205 465414N0675915.l Paul Albair do 1966 580 Dr 60 6 18 -- Cm -- -- D -- 11 206 464802N0675935.l Patrick Daigle do 1966 540 Dr 105 6 10 -- Cm -- -- D -- 10 207 465107N0680240.l Bernie Holmes do 1966 500 Dr 108 6 22 -- Cm -- -- D -- 15 208 465027N0675648.l Edgar Lovely do 1966 430 Dr 173 6 10 -- Cm -- -- D -- 6 209 465457N0680200.l Galen Thompson do 1966 635 Dr 45 6 10 -- Cm -- -- D -- 20 210 465359N0680836.l Irving Jacobs Woodland 1966 730 Dr 128 6 5 -- Per -- -- D -- 5 211 465452N0681533.l Theodore Green Perham 1966 690 Dr 78 6 25 -- Per -- -- D -- 20 \.:ell is outsid e area of maps. 212 465402N0680750.2 Herbert Ketch Woodland 1966 610 Dr 54 6 10 -- Cm -- -- D -- 15 213 465115N0680150.l Cyr Brothers Caribou 1966 460 Dr 65 8 -- s Ow -- -- c -- 15 214 465115N0680150.2 do do 1967 460 Dr 125 8 -- -- Cm -- -- c -- so This is well I Ar 213 deepen ed. 215 4G4727N0075443.1 Paul Whitmore Fort Fair- 1966 610 Dr 47 6 20 -- Cm -- -- D P/M -- field 216 470214N0680836.l Catholic Church Stockholm 1966 670 Dr 120 6 13 -- Per -- -- D -- 8 217 465742N0675726.l David C~ Whitmore Connor 1966 600 Dr 167 6 14 -- Cm -- -- D J/E 8 218 465222NOS75928.l Lionel Theriault Caribou 1966 460 Dr 112 6 22 -- Cm -- -- c -- 15 219 465020N0680458.l Herbert Wilcox Woodland 1966 600 Dr 38 6 8 -- Cm Flows 7-23-69 D -IE 20 no 465405N0680615.l Wm. Patterson do 1966 580 Dr 150 6 -- -- Cm_ -- -- D -- 3 222 464702N0680444,l Paul Sperry Washburn 1966 640 Dr 87 6 14 -- Sp -- -- D -- 20 223 464754N0675935.l Nelson Frc.ightways Caribou 1966 560 Dr 97 6 17 -- Cm -- -- c -- 15 225 464823N0680807.l Bert Turner Washburn 1966 650 Dr 247 6 16 -- Cm -- -- D -- 7 226 465320~0675702.l Elie Gerard Caribou 1967 430 Dr 123 6 12 -- Cm -- -- PS -- 5 227 465339N0680058.l Robert do 1967 520 Dr 23 6 2 -- Cm -- -- D -- -- 228 4G4124NOG75449.l Fred Fort Fair- 1967 860 Dr 220 ! 6 10 -- Cm -- -- D -- 15 field 229 465213N0675652.l Francis W~ Kirkpatrick Caribou 1967 420 Dr 34 6 -- -- Cm(?) -- -- D -- 15

' /-' /-' Tnblc 2~--Records selected wells and test holes in the lower Aroostook River basin-,

I Alti­ Principal I tude Type Depth Dia­ Depth water-bearing Water Year '!above , of of mc t:er to material Yield Well T~ocnlion Ovmcr or Town coin- sea well well Of bed- Char- / Ceo­ no. User plctcd level I acter (feet) (feet) (gpm)

AROOSTOOK COUNTY

Ar 231 Chester Johnston i'Caribou 1968 440 Dr 95 6 25 Cm D 232 Gr<::: gory I do 1968 600 Dr 165 6 16 Cm D 23:J Ire land !Mapleton 1964 455 Dr 91 6 60 Ss Ns D 234 McAtee resque Isle 1964 500 Dr 71 6 11 Hh D 25 236 LaRochelle do 1964 480 Dr 121; 6 25 Sp D 10 237 ar1bou 1964 610 Dr 74 6 40 Cm D 238 resque Isle 1965 530 Dr 103 6 8 Sp D 20 239 do 1965 680 Dr 147 6 5 Sp D 20 240 larc o Lio tonne ~ do 1965 450 Dr 58 6 30 Sp D 20 241 1 ar1bou 1965 500 Dr 130 6 5 Cm D 242 l Ifr res~~e Isle 1965 420 Dr 52 6 Ow D 15 243 464427N0675955.l 1965 645 Dr 97 6 10 Sp D 20 244 • 1 DOH r1apleton 1965 595 Dr 95 6 10 Cm D 5 246 1 Jo 1965 510 Dr 92 6 15 Ss Ms D 6 247 1 Presque Isle 1966 600 Dr 85 6 40 Cm D J /ll 10 248 464318N0680412,l ~1apleton 1966 620 Dr 48 6 10 Ss Ms D J /E 15 249 463844N0680228,l \Presque Is le 1966 550 Dr 133 13 Per D 6 250 464057N0680544,l ~lap le ton 1966 450 Dr 72 Ow D 252 464247N0680332,l 1966 540 Dr 75 10 Per D 20 253 464318N0680418,l 1966 620 Dr 64 10 Ss Ms D 20 254 464047N0680752.l i~ do~~ 1966 650 Dr 75 3 Per D J/E 256 463551N0680401.l Beaulieu 1aprnan 1967 620 Dr 100 6 12 Ss Cs D 257 464055N0680826,l S, Bagley pleton 1967 660 Dr 122 6 14 Sp D 10 259 464238N0675713,l Naine Public Service Cos ~esque Isle 1967 440 Dr 215 8 10 Cm c 60 260 464053N0680751.l William Dunlavey aple ton 1967 625 Dr 99 6 37 Cm D 10 261 ~63907N0680015.l Richard Donovan esque Isle 1967 590 Dr 90 6 20 Sp D 15 262 464101N0680155,l Romeo Albert 1967 460 Dr 110 6 30 Sp D 10 263 463727N0680055.l 'Wayne Wheeler ~ ~~ 1967 550 Dr 135 6 60 Per D 5 264 464ll6N0680038,l iMrs. Hortense Coughlin do 1967 450 Dr 32 6 T( ?) D 10 266 464257N0680353.l Richard Holmes IMapleton 1967 560 Dr 100 6 35 Per D 267 464328N0680445,l Louise Higgins do 1967 630 Dr 70 6 15 Ss Ms D 20 268 464301N0680340.l Jack Saenger do 1967 540 Dr 95 6 18 Per D 269 463920N0680252,l \'iola Knapp Presque Isle 1967 445 Dr 90 6 15 Per D 4 270 463710N0680330,l Robert Sutherland 1Chapman 1967 635 Dr 80 6 Ss Cs D 35 271 464036N0680749.l Richard Trombley Mapleton 1967 730 Dr 97 6 Per( D 10 272 463600N0674722,l Basil Wolverton !Mars Hi 11 1964 460 Dr 105 6 Cm D 6 273 463927N0675345.l Charles Doak :Easton 1965 620 Dr 90 6 10 Cm D 15 274 463838N0675353.l Raleigh Ire land do 1965 620 Dr 59 6 15 Cm D 15 275 463922N0675550,l Darrell K. Leach Presque Isle 1965 620 Dr 57 6 10 Cm D 15 277 464136N0675222,l Lauria Lagassie Fort Fair­ 1966 665 Dr 55 6 10 Cm D 15 field 278 463833N0675439.l Maurice Hewitt Easton 1966 600 Dr 113 10 Cm D 5 279 464000N0675415.l Vahlsing Inco do 1966 640 Dr 285 3 Cm In 20 280 463812N0675402.l Hyles R. Driscoll do 1966 660 Dr 92 6 12 Cm D 10 281 464004N0675215.l Nelvin Driscoll do 1966 720 Dr 89 6 2 Cm D 5 282 463843N0674838,l George Buckingham do 1966 690 Dr 68 6 10 Sis Cm D 15 283 463552N0675350,l Danie 1 Cummings Mars Hill 1968 650 Dr 140 6 25 Cm D 15 284 463216N0675431.l Charles Beidelman Westfield 1965 465 Dr 68 6 30 Cm D 30 285 463225N0675418.l Athill Banks }lars Hill 1965 450 Dr 110 6 5 Cm D J/E 4 CA. 290 465055N0680934.l Donald Wilcox Woodland 1964 640 Dr 87 6 8 Cm D 20 291 464639N0680900.l Owen C. Allen Washburn 1965 495 Dr 107 6 10 Cm D 5 292 464808N0680919.l Jack Maynard do 1965 520 Dr 59 6 15 Cm D 15

.:. Table 2.--Records of selected wells and test holes in the lower Aroostook River basin--Continued

Alti- Principal tude Type Depth Dia- Depth water-bearing Water Type Year above of of meter to material of Yield Remarks Well Location Ovmer or Town com- sea well well of bed- Char- Geo·· Date of 1 pump/ no. User I pleted level well rock acter logic Level measure- I use pow~r (feet) (feet) (in.) (ft.) unit ment I AROOSTOOK COUNTY (Continued) / ~r 293 464539N0681308.l Donald Thompson Wade 1965 510 Dr 62 6 10 -- Per 3 7-31··69 D I -- 5 294 465007N0681055.l Basil Fox do 1965 610 Dr 96 6 40 -- Per -- -- c ' -- 20 295 464527N0680613.l Wilburn Scott Washburn 1965 480 Dr 70 6 13 -- Cm -- -- D I -- 20 296 464703N0680933.l Ernest Boyce do 1966 470 Dr 80 6 15/ -- Cm Flews -- D I -- -- 297 464802N0680924.1 Russell Farley do 1966 525 Dr 77 6 10 -- Cm -- -- D -- 10 298 465033N0680747.1 Charles Shoaff Woodland 1966 625 Dr 147 6 12 -- Cm 12 -- D J/E 3 299 465003N0681119.1 Lloyd Baker Wade 1967 650 Dr 62 6 13 -- Per -- -- D -- 25 I 300 464115N0680900.1 Armand Lacomb Mapleton 1965 525 Dr 57 6 -- s Ow -- -- D -- 20 302 464351N0680913.1 John Lavaway do 1965 520 Dr 40 6 10 -- Cm -- -- D 20 303 46/J.006N0680533 .1 Amos Woodward do 1966 545 Dr 61 6 5 An Eh -- -- D 1---- 20 304 464040N0680746.1 John Bishop do 1966 730 Dr 100 6 10 -- Per(?) -- -- D 15 305 463923N0680948.l Richard McLaughlin Chapman 1966 580 Dr 90 6 6 -- Per -- -- D 15 306 1+64050N0680822. l I Clayton McPherson Mapleton 1966 680 Dr 150 6 4 -- Sp 80 -- D I ;jE 8 308 464306N0681408.l Braighton Alley Castle Hill 1967 665 Dr 222 6 15 -- Per 60 -- D J/E -- 309 464056N0680755.l Galen Either Mapleton 1967 610 Dr 47 6 13 -- Per -- -· D 20 311 464105N0680912.1 Steven H. Haggerty do 1967 520 Dr 31 6 -- -- Cm -- -- 6 312 464103N0680530.ll Mrs. Luke Levasseur do 1967 460 Dr 54 6 -- s Ow 7 -- I ;iE 6 313 464107N0680909.1 Kenneth Hudson do 1967 520 Dr lf3 6 17 -- Cm 17 -- I g -- 7 314 463936N0681440.l Merritt Lint Castle Hill 1967 710 Dr 65 6 15 -- Fr -- -- D -- 10 I 315 464105N0680947.l Linwood Dickinson Mapleton 1967 555 Dr 97 6 45 -- Cm 4 D f'/E -- Andrew Adams Limestone Dr 316 465524N0675235.1 1964 720 98 6 25 -- Cm I -- -- D -- 10 317 465353N0674942.1 Limestone Water Works do 1964 660 Dr 120 10 -- -- Cm -- i-- T N 120 I 317a 465353N0671>942, 2 do do 1964 660 Dr 200 10 -- -- Cm -- T N 160 Well 317 deep- ened., 318 465402N0674951,l Thomas Barnes do 1964 680 Dr 34 6 10 -- Cm -- -- D -- 319 465402N0674949.l Simon King do 1964 670 Dr 41 6 10 -- Cm 3 -- D I ;jE -- 320 465402N0674943.l Joe King do 1964 660 Dr 49 6 15 -- Cm -- -- D I -- -- 321 465507N0674942.l Camille Franck do 1964 545 Dr 73 6 17 -- Cm -- -- D -- 50 322 l,65447N06 74921, l do do 1964 575 Dr 66 6 20 -- Cm -- -- D -- 5 323 465946N0674839,l Rudolph Turcotte do 1964 820 Dr 159 6 -- -- Cm -- -- D -- 10 324 465452N0675045.l Kenneth Thompson do 1964 685 Dr 50 6 2 -- Cm -- -- D -- 10 325 465452N0675045.2 Russe 11 Gagnon do 1964 685 Dr 75 6 30 -- Cm -- -- D -- 10 326 465634N0674959.l John H& Irwin, Jr~ do 1964 705 Dr 117 6 16 -· Cm -- -- D J/JI. 5 327 465422N0674905,l do do 196li 550 Dr 130 6 16 -- Cm -- -- c S/E 60 328 465402N0674940,l Joseph Pelletier do 1964 655 Dr 47 6 12 -- Cm -- -- D -- 10 329 465201N0674958.l Eugene McLaughlin do 1965 635 Dr 87 6 15 -- Cm -- -- D -- 10 330 465242N0674929,l Paul Knight do 1965 520 Dr ·60 6 10 -- Cm -- -- D -- I 20 331 465735N067500l,l Levi Rossignol Caswe 11 1965 715 Dr 56 6 18 -- Cm -- -- D -- 20 332 470114N0674828,l Leon Grivois do 1965 770 Dr 72 6 45 -- Cm -- -- D -- -- 333 470116N0674822.l Henry Lagassie do 1965 760 Dr 109 6 32 -- Cm -- -- D -- 10 334 465359N0675214.1 Curtis Thompson Limestone 1965 670 Dr 51 6 10 -- Cm 15 -- D J/E 6 336 465528N0675235.1 Gerald Adams do 1965 720 Dr 13L, 6 25 -- Cm -- -- D -- 12 337 465521N0674950,l Patrick Bourgoine do 1966 680 Dr 93 6 16 -- Cm -- -- D -- 18 338 4651>43N067 5034.1 Clarence Gagnon do 1966 650 Dr 73 6 -- -- Cm -- -- D ··- 5 339 46521flN0674940 .1 James Garnick do 1966 560 Dr 95 6 3 -- Cm ------10 340 l>65358N06 7 5220 .1 Roger J~ Johndro do 1966 670 Dr 61 6 13 -- Cm -- -- I ~ -- 10 341 465505N0674844.l Carroll Phair do 1966 650 Dr 67 6 6 -- Sp -- -- D -- 15 342 465136'10674836.1 Win-Lak Inc. Fort Fair- 1966 495 Dr 235 6 10 -- Sp -- -- c -- 50 field 343 lf65426N0674922, l Ludger Beaulieu Limestone 1966 580 Dr 66 6 10 -- Cm -- -- D P/E 15 344 465543N0674840.l Clayton Edgecomb do 1966 700 Dr 124 6 60 -- Cm -- -- D -- 8 347 470105N0674828.l Gilbert King ICaswell 1967 740 Dr 40 6 30 -- Cm -- D -- 30 -- I I I I r-' w Table 2.--Records of selected wells and test holes in the lower Aroostook River basin-~Continued

I-' Al ti- Principal .i::- tude Type Depth Dia- Depth water-bearing Water Type Year above of of meter to material of Yield Remarks Well Location Owner or Town com- sea well well of bed- Char- Geo- Date of pump/ no. User pleted level well rock acter logic Level measure- Use power (feet) (feet) (in.) (ft.) unit ment (gpm)

AROOSTOOK COUNTY (Continued) j A r 348 464657N0675049,l !Kingsley Kingston Fort Fair- 1964 380 Dr 120 6 12 -- Sp -- D -- 2 field - 349 ~65045N0674802,l Carl Thomas do 1965 530 Dr 97 6 10 -- Sp -- -- D -- 20 350 464315N0675026.l Bernard Bird do 1965 670 Dr 123 6 4 -- Cm -- -- D -- 20 351 ~64513N0674759.l lvaughn McMann do 1965 400 Dr 68 6 13 -- Sp -- -- D -- 25 352 ~64938N0674843.l Floyd Burtche 11 do 1965 560 Dr 97 6 15 -- Sp -- -- D -- 15 353 464912N0674844,l Sherman Brayall do 1965 500 Dr 60 6 15 -- Sp -- -- D -- 15 354 464724N0675115,l Lester Milton do 1965 375 Dr 59 6 -- s Ow -- -- D -- 6 355 464612N0675102,l Chester Witham do 1965 450 Dr 91 6 13 -- Sp -- -- D -- 6 356 ~64332N0675214.l !Mrs. Mable Burby do 1965 635 Dr 54 6 25 -- Cm -- -- D -- 7 357 464829N0675246,l Rene Oakes do 1966 400 Dr 110 6 75 -- Cm -- -- D -- 10 359 464729N0675130,l larence Wortman do 1966 375 Dr 100 6 40 -- Sp -- -- D -- 5 360 464417N067520l,l Walter Reed do 1966 610 Dr 212 6 13 -- Sp -- -- c S/E 45 361 464205N0674812,l Gary Demerchant do 1966 560 Dr 66 6 -- S,G led -- -- D -- 15 362 464420N0674730,l ~oseph Brooker do 1966 540 Dr 72 6 12 ------D -- -- 367 465631N0680653,l Roger Espling INew Sweden 1965 930 Dr 165 6 12 -- Per -- -- D -- 20 369 465444N0680541,l Woodrow Frost !Woodland 1965 780 Dr 167 6 10 -- Cm 12 -- D J/E 2 370 465708N0680610.1 Fred Forsman !New Sweden 1965 700 Dr 62 6 9 -- Per -- -- D -- 20 371 465635N0680825,l k;ary Bragdon do 1966 720 Dr 70 6 14 -- Per -- -- D -- -- 372 465636N0680830.l Wilbert Holmquist do 1966 725 Dr 97 6 13 -- Per -- -- D -- 9 373 470239N0680825,l rLeonal Michaud Stockholm 1967 610 Dr 185 6 13 -- Per -- -- D -- 7 374 470239N0680810.l ~elvin Zeigler do 1967 680 Dr 95 6 3 -- Per -- -- D -- 7 378 464832N0674836.l Dan Russell !Fort Fair- 1965 460 Dr 76 6 8 -- Sp -- -- D J/E 10 field 380 470240N0681244.1 !Gilman Albair l'r.16, R.4 1964 580 Dr 55 6 13 -- Per -- -- D -- 15 381 470117N0681250,l IE. Edgar Morin tr.16, R.4 1965 580 Dr 63 6 6 -- Per -- -- D -- 5 383 463703N0675419.l M. R. Cleaves !Easton 1969 630 Dr 125 6 0 Ls Cm 10.00 6-12-69 D -- 2.5 384 463703N0675415.1 l'rerry Clark do 1969 645 Dr 125 6 7 Ls Cm 20 6-12-69 D -- 10 385 464833N0675218,l Lewin Henderson !Fort Fair- 1969 400 Dr 227 6 8 Ls Cm -- -- D S/E 35 field 386 464304N0681410.l Lawrence Sharpe lcastle Hill 1943 660 Dr 73 6 28 -- Per -- -- D J/E -- 387 464303N0681404.l Keith Williams do 1967 680 Dr 70 6 -- -- Per -- -- D -- -- 388 464213N0681304.1 Ralph Welts do -- 740 Dr 80 6 4 -- Per -- -- D J/E -- 389 464829N0681359.l Orville Haynes !Wade -- 830 Dr 45 6 -- -- Per -- -- D J/E -- 390 464826N0681412.l !Merle Bragg, Sr. do 1967 830 Dr 49 6 -- -- Per -- -- D J/E -- 391 464730N0680950,l Washburn Water Co. lwashburn 1965 470 Dr 38 18 38 S,G Ow 14 -- PS C/E 425 L. 392 464711N0680936.1 Llewellyn Doody do 1962 480 Dr 89 6 14 -- Cm -- -- D -IE 5 393 464706N0680935.l lwinfield Donovan do 1967 480 Dr 90 6 -- -- Cm -- -- D -/E 15 394 465047N0680910.l lwalter Norbeck !woodland -- 710 Du, Dr 25 6 10 -- Cm -- -- D P/E -- 395 464947N0681311.l Gerald Anderson !Wade 1968 690 Dr 210 6 -- -- Per Flows -- D,S J/E 2 Deepened in 1%8 from 65 ft. 396 464944N0681242.1 lwilliam Day do 1968 695 Dr 115 6 4 -- Per 42 -- D J/E 3 397 464944N0681230.1 Norman McNeal do 1968 660 Dr 100 6 -- -- Per -- -- D J/E 11 399 465038N0681156.l !Malcolm Holts !Perham 1968 660 Dr 164 6 -- -- Per -- -- D J/E 6 400 465030N0681143.l Walter Wilcox do 1969 630 Dr 55 6 5 -- Per -- -- D J/E 20 401 465037N0681219.l Harry Baker do -- 740 Dr 50 6 -- -- Per -- -- D -- -- 402 465052N0681144.l Perham School do 1952 6151 Dr 60 6 -- -- Per -- -- PS -/E -- 403 465242N0681319.l Wendell E. Blackstone do 1963 820 Dr 140 6 -- -- Per -- -- p,s J/E 7 404 465342N0681339.l Abel Brissette do -- 800 Dr 140 6 -- -- Per -- -- D J/E -- 405 465130N0681003.l Hartson Blackstone, Jr. !Woodland -- 695 Dr 97 6 -- -- Cm 27 -- D J/E -- 406 465046N0681201.1 do Perham 1968 630 Dr 315 6 -- -- Per Flows -- c -/E 6 407 465500N0681356.l Edmund Tarr do 1966 750 Dr 67 6 10 -- Per 1 -- D P/E 10

~~ ~- Table 2.--Records of selected wells and test holes in the lower Aroostook River basin--Continued

Alti- Principal tude Type Depth Dia- Depth water-hearing Water Type Year above of of meter to material of Yield Rem.arks Well Location Owner or Town com- sea well well of bed- Char- Geo- Date of pump/ no. User pleted level well rock acter logic Level meaS1.fl"e- Use power (feet) (feet) (in.) (ft.) unit ment (gpm)

AROOSTOOK COUNTY (Continued) Ar 408 465403N0680828.l George Ketch !woodland -- 680 Dr 80 6 -- -- Cm -- -- D -IE -- 409 ~65518N0681057.l Ralph M. Anderson IPerham -- 920 Dr 85 6 -- -- Per 40 6-20-69 D JIE 5 410 ~65558N0680958.l A. C. Anderson tNew Sweden 1948 760 Du 8 48 8 -- T 4 -- D G -- 4ll 465714N0680600.l Willie Johnson do -- 710 Dr 150 6 15 -- Br -- -- D JIE -- 412 ~65720N0680558.l J. Chester Ringdahl do 1968 740 Dr 123 6 17 Ls Per 20 -- D JIE -- 412a ~65720N0680558.2 do do -- 740 Dr 36.0 6 -- -- Per 27.00 6-20-69 N P/M -- 413 464030N0681048.l Donald Collins k:;astle Hill 1968 710 Du,Dr 100 6 15 -- Per -- -- D JIE 5 414 464003N0681253.l Nathaniel Dicker do -- 820 Du 12 ------T -- -- D PIM -- 415 464026N0680953.l Lawrence Pulcifer Mapleton -- 575 Du 10 36 .8 -- T,Per -- -- D PIE -- 416 ~64312N0680619.l Beaumont Griffin do -- 700 Dr 100 6 3 Ss Ms -- -- D JIE -- 417 464615N0675922.l ~dward Martin iPresque Is le -- 640 Dr 225 6 22 -- Cm -- -- D -IE -- 417a 464614N0675922.l Edmond Martin do -- 640 Dr 80 6 22 -- Cm -- -- D -IE -- 418 464600N0676920.l Golden Gate Trailer Park do -- 650 , Dr 300 6 -- -- Cm -- -- PS -IE -- 418a 464600N0675920.2 do do -- 650 Dr 180 6 -- -- Cm -- -- PS -IE -- 419 ~64418N0675958.l Wallace Keirstead do -- 650 Du,Dr 26 6 -- -- Cm -- -- D JIE -- 420 464147N0675920.l !Potato Service Inc. do 1960 420 Dr 70 12 70 S,G Ow 22 6-12-60 In TIE 800 L; DD 2.3 after pumping 48 hou rs. 421 464147N0675930.l do do 1960 420 Dr 63 12 64 S,G Ow 23 9-16-60 In TIE 600 L; DD 10 after pumping 48 hou rs. 422 464147N0675925.1 do do 1966 420 Dr 72 18 -- S,G Ow 35 8- 7-66 In T/E 1710 L; DD 6 after 24 hours pumping. 423 464057N0680918.l trown of Mapleton !Mapleton -- 500 Dr 358 8 -- -- Cm -- -- In,U N 250 Formerly Maple- ton Starch Co. 424 463937N0680235.1 Ivan Ricker Presque Isle 1955 440 Dr 148 6 3 -- Sp 6 -- D,S J/E -- 425 ~63940N0680238.l do do 1955 440 Dr 80 6 -- -- Per -- -- S,D J/E 14 426 463824N0680207.1 ioaul Mccrossin do 1968 625 Dr 150 6 5 -- Per 50 -- D J/E -- 427 463655N0675959.1 v. W. Shaw do 1965 550 Dr 150 6 -- -- Per -- -- D -/E -- 428 463716N0680002.l Duane Cleaves do 1944 640 Dr 101 6 -- -- Sp 21 -- D J/E -- 429 463737N0680055.l Benjamin Cleaves do -- 560 Dr 72 6 -- -- Per -- -- D,S -/E -- 430 463834N0680213.l Grover Mccrossin do -- 610 Dr 118 6 -- -- Per -- -- D -- -- 431 463736N0675952.l Gilbert Paradis do 1968 565 Dr 70 6 30 -- Sp 7 -- D J/E -- 432 463853N0680306.l Delma T. Walton !Chapman 1968 490 Dr 100 6 -- -- Uvs Flows -- D J/E -- 433 470330N0680821.l Simon Forsman lstockholm -- 950 Dr 120 6 -- -- Per -- -- D JIE -- 434 470047N0680428.l Raymond Landeen INew Sweden -- 760 Dr 80 6 -- -- Per -- -- D -IE -- 435 ~70242N0680715.l Fritz Anderson Stockholm -- 940 Dr 50 6 3 -- Per 22 7- -68\ D JIE 10 436 470235N0680821.l ~nderson's General Store do 1960 585 Dr 161 6 15 -- Per 22 -- c JIE 25 437 470235N0680822.1 IFred Anderson do 1964 580 Dr 100 6 -- -- Per 21 -- D JIE 6 li.38 470220N0680830.1 ~lphonse Nightingale do 1967 575 Dr 77 6 -- -- T -- -- D -IE -- 439 470216N0680905,l Fred Anderson do -- 580 Dr 100 6 -- -- Per -- -- c -- -- 440 470206N0681039.l Uohn Sodergren do -- 635 Dr 85 6 3 -- Per 25 -- D PIE -- 442 465835N0681017.l Bertel Nelson INew Sweden -- 775 Dr 80 6 -- -- Per -- -- D -- -- 443 465747N0680955.l Carroll Wickstrom do 1949 800 Dr 110 6 -- -- Per -- -- D J/E -- 444 464519N0680620.l IEdrick Flewelling lwashburn 1954 450 Dr 116 6 50 -- Cm 8 -- D PIE 30 DD 3. 445 464518N0680340.l ~ustin Churchill do -- 440 Dn 32 1.2 -- s Ow 14 -- D JIE -- 446 464455N0680258.1 Frederick Munson Presque Isle 1947 440 Dr 132 6 -- s Ow -- -- D -IE -- 447 464410N0680200.l Rev. D. E. Pike do -- 440 Dn 30 1.2 -- s Ow 15 -- D PIM -- 448 464321N0675706.l Allen Kelley do -- 475 Dr 90 6 50 -- Cm 7 -- D -IE -- 449 464251N0680334.l Nate Churchill !Mapleton 1967 530 Dr 74 6 -- -- Per -- -- D -/E 11 450 464245N0680332.l Hampton Dawson do 1967 540 Dr 150 6 -- -- Per -- -- D -IE -- 451 464237N0680332.l Paul Fitzhenry do -- 540 Dr 98 6 -- -- Per -- -- D -IE -- 452 464230N0680300,l Aldeo Belanger Presque Isle -- 600 Dr 132 4 -- -- Sp 35 -- D JIE --

I-' \J1 Table 2.--Records of selected wells and test holes in the lower Aroostook River basin--Continued

I-' Alti- Principal ! a- tu de Type Depth Dia- !Depth water-bearing Water Type Year above of of meter to material of Yield Remarks Well Location Owner or Town com- sea well well of bed- Char- Geo- Date of pump/ no. User pleted level well rock act er logic Level measure- Use power (feet) (feet) (in.) (ft.) unit ment (gpm) AROOSTOOK COUNTY (Continued) I Ar 453 464220N0680240.l --- Presque Isle -- 550 Dr 150 6 -- -- Sp -- -- D,N N -- red

e. 454 463900N0675338.1 Edwin Rattray Easton 1960 625 Dr 83 6 -- -- Cm Flows -- D J/E -- 455 464038N0675221.1 W. A. Driscoll do -- 655 Dr 65 6 -- -- Cm -- -- D -IE -- 456 464038N0675219.l Maurice Driscoll do 1969 650 Dr 70 6 -- -- Cm -- -- D J/E -- 457 464045N0675043.l Daniel Turner do 1965 720 Dr 120 6 25 -- Cm -- -- D J/E 40 458 463836N0675357.l Howard Clark do 1968 640 Dr 122 6 10 -- Cm 10 -- D J/E 9 459 463836N0675357.2 Glenwood Lawrence do -- 650 Dr 36 6 -- -- Cm -- -- D -IE -- 460 463839N0675356.l Roy Dodge do -- 640 Dr 35 6 -- -- Cm -- -- D -/E -- 461 463839N0675400.1 Loomis Fitzherbert do -- 640 Dr 100 6 30 -- Cm -- -- D -IE 9 462 464039N0675651.l Joseph Murray Presque Isle 1969 590 Dr 65 6 -- -- Cm 38 7- 9-69 D N 20 .mp 463 464059N0680413.l Floyd Gregg Mapleton -- 520 Dr 45 6 10 Ss Ms 15 -- D J/E -- 464 464059N0680430.l do do 1961 550 Dr 60 6 -- Ss Ms -- -- D JIE -- 465 463729N0675435.l Harold Ireland Easton -- 640 Dr 108 6 -- -- Cm -- -- D -- -- 466 465155N0680201.l Floyd Haines Caribou -- 525 Dr 40 6 -- -- Cm -- -- D -IE -- L167 464859N0675829.l Arnold Haines do -- 530 Dr 60 6 -- -- Cm -- -- D -IE -- 468 464856N0675801.1 Donald E. Brown do 1968 550 Dr 120 6 -- -- Cm 24 -- D , -IE -- 469 464810N0675220.l Clarence St. Peter Fort Fair- -- 380 Dr 110 6 -- s Ow 50 -- D JIE 36 field 471 465050N0680240.l Merrill Anderson Caribou 1949 480 Dr 40 6 -- s Ow -- -- D , PIE -- 472 465038N0680236.l Frederick Finnemore do 1968 540 Dr 40 6 -- -- T -- -- D P/E -- 473 465103N0680239.l Hubert Keaton do 1967 480 Dr 70 6 20 -- Cm 30 -- D J/E 7 474 463950N0680535.l Baptist Park Mapleton -- 500 Dr 45 6 -- An Eh 10 -- PS JIE -- 475 464045N0680320.l Eldon Grass do 1946 450 Dr 84 6 25 -- Per Flows -- D -- 30 476 464046N0680322.l Roland Garland do 1950 450 Dr 61 6 20 -- Per -- -- D -- 9 477 463948N0680950.1 Freeland Skidgel do 1963 570 Dr 55 6 5 -- Per 11 -- D P/E 9 478 463735N0680830.1 Ashley Grendell Chapman 1907 660 Dr 44 6 -- -- T -- -- D J/E -- 479 463708N0680840.1 do do -- 675 Dr 60 6 20 Ss Cs -- -- D,N N -- 480 463953N0680632.l Alden Winslow Mapleton 1963 640 Dr 70 6 -- An Eh 15 -- D JIE -- L18l 465400N0675312.l James Beahm Limestone 1959 680 Dr 56 6 -- -- Cm -- -- D J/E 8 482 465930N0674838.l Victor Sto Pierre Caswell 1938 780 Dr 75 6 -- -- Cm 40 -- D J/E -- 483 465428N0674855.l Fred Berube Limestone -- 520 Dr 80 6 4 -- Sp -- -- D PIE -- 484 464916N0674846.li Sam Clark Fort Fair- 1967 500 Dr 125 6 14 -- Sp 25 -- D J/E 9 field 485 465430N0674743.l Ted Chamberlin Limestone -- 670 Dr 60 6 -- -- Cm 16 -- D 486 465421N0674750.l Curtis Thompson do 660 Dr 135 6 Sp D =~E I ------I -- 487 464840N0675230.l Charles Murphy Fort Fair- -- 380 Dr 25 1.2 -- s Ow -- -- D P/E I field -- 488 464916N0675208.1 Gleo Barnes do -- 430 Dr 175 6 -- -- Sp -- I D I JIE -- 489 464914N0675210.1 Gerald Barnes do 1960 420 Dr 30 6 -- s Ow -- I :: D PIE -- 490 464724N0675120.l Herman Nightingale do 1968 370 Dr 130 6 43 -- Sp 13 -- D JIE 30 491 464608N0674923.l C. M. Locke do 1951 380 Dr 138 6 95 -- Sp 9 -- --52 c -/E 30 492 464618N0674807.l Bill Chapman do 1968 380 Dr 60 6 31 -- Sp -- -- D J/E 36 493 464742N0675152.1 Lawrence Ayoob do 1969 380 Dr 130 6 60 -- Sp -- -- D J/E 24 494 465946N0680050.1 Levi White Connor -- 610 Dr 89 6 -- -- Cm -- -- D -/E -- 495 465950N0680100.1 --- do -- 580 Dr 13.9 24 -- s Ow 6.181 7-18-69 D,N N -- I I I Table 2.--Records of selected wells and test holes in the lower Aroostook River basin--Continued

Alti- Principal tu de Type Depth Dia- Depth water-bearing Water Type Year above of of meter to material of Yield Remarks Well Location Owner or Town com- sea well well of bed- Char- Geo- Date of pump/ no. User pleted level well rock act er logic Level measure-- Use power (feet) (feet) (in,) l(ft.) unit ment (gpm) -. AROOSTOOK COUNTY (Continued) Ar 496 465856N0680205,l Patrick Lajoie Connor 1964 540 Dr 57 6 -- -- Cm Flows -- D -IE -- Good yield re- ported, 497 465823N0680212,l Connor School do -- 470 Dr 300 6 -- -- Cm -- -- PS S/E -- We 11 deepened from 100 to 3 00 ft. in 1968 498 465952N0680140.l I.Nelson Sanfacon do 1961 580 Dr 45 6 -- s Ow Flows -- D -- -- 499 465952N0680140.2 P'oe Santerre do -- 580 Dr 35 6 -- S,G Ow Flows -- D -- -- 500 465037N0680756.l Bert Sands Woodland 1969 590 Dr 175 6 17 -- Cm -- -- D SIE -- 501 465037N0680800,l !Herbert Hanson do -- 585 Dr 210 6 -- -- Cm 16 -- D -IE -- 502 465023N0680922,l Roy King do -- 700 Dr 32 6 -- -- Cm 16 -- D PIE -- Good yield, 503 465117N0680803.l Ronald Scott do 1964 570 Dr 30 6 -- s Ow -- -- D JIE -- 504 465113N0680806.l Clifford Philbrook do -- 570 Dr 20 6 -- s Ow -- -- D -IE -- 505 465244N0680705.l ~annibal Drew do 1944 6.80 Dr 220 6 6 -- Cm 20 -- D,S JIE -- 506 465237N0680648.l Woodland School do 1950 655 Dr 195 ------Cm -- -- PS JIE -- Overflows in t he spring. 507 465416N0680425.l "1esley Thomas do -- 700 Dr 40 6 -- -- Cm -- -- D JIE -- 508 465037N0680420.1 Roger Simon do -- 520 Dr 30 8 -- -- Cm -- -- D P/E -- Flowed before be·· ing used to supply three trailers. 509 465224N0680427.l !Gary McCrossin do 1964 540 Dr 57 6 16 -- Cm 10 -- D JIE 100 Flows into eel lar in the spring 510 1>65224N0680442 .1 Grover Mccrossin do -- 510 Dr 45 6 -- -- Cm -- -- D -- -- 511 465327N0680254,l Philip Mooers Caribou 1969 625 Dr 175 6 18 Ls Cm 34.15 7-24-69 D SIE 6 512 465331N0680254.l Clarence Barclay do 1959 625 Dr 75 6 -- -- Cm -- -- D -IE -- Can be pumped dry. 513 465036N0681143,l kl.Hon Farley Perham 1969 630 Dr 50 6 6 Sh Per 5 -- D -IE 10 514 465407N0674939,l Arthur Powers Limestone 1969 655 Dr 70 6 5 Ls Cm 10 -- D -IE 20 515 465406N0675923.l Gordon Thibodeau Caribou -- 560 Dr 60 6 -- -- Cm 25 -- D JIE -- 516 465836N0680423,l Emanuel Plant New Sweden -- 705 Dr 80 6 -- -- Per -- -- D PIE -- Overflows in spring~ 518 465702N0681128,l Radcliffe Holmquist fWestmanland 750 Dr 60 6 -- -- Per -- -- D PIE -- Overflows in celiar in spt ing and fall. 519 4G5633N0680758.l William Davis New Sweden 1964 770 Dr 100 6 -- -- Per -- -- D -IE -- 520 465703N0680826.l William Reece do -- 840 Dr 210 6 -- -- Per -- -- D -IE -- 522 464330N0674803.l Norman Blier Fort Fair- -- 600 Dr 68 6 -- S, G( ?) led(?) 56 -- D JIE 8 field 523 464408N0675025,l Cecil Bird do -- 680 Dr 172 6 6 -- Cm 50 -- D JIE -- Supplies three houses. 524 464844N0674830.l Arnold McNamee do 1963 460 Dr 267 6 -- -- Sp -- -- D -IE -- 525 464908N0674730,l Roy Russe 11 do -- 580 Dr 67 6 -- -- Sp -- -- D -IE -- 526 464910N0674730,l Clarence Clark do 1969 590 Dr 55 6 17 -- Cm 30 -- D JIE 7 527 464536N0680128.l Ray Lamoreau Presque Is le -- 540 Dr 98 6 -- -- Sp 86 -- D J/E -- 528 464505N0680305.1 Clarence Murphy, Jr. do -- 450 Dr 25 6 -- s Al -- -- D -- -- 529 464233N0680030.l Ralph Thomas do 1969 520 Dr 425 6 -- -- Sp -- -- D -IE -- 530 464447N0680404.l u .. s. Air Force Mapleton 1943 450 Dr 118 6 22 -- Sp 42 -- D,N N 5 CA. 531 464057~0680557.1 Frank Giberson do 1968 475 Dr 150 -- -- An Eh 10 -- D -IE 6 532 464100N0680553.l Herbert Plummer do 1956 460 Dr 42 6 37 Ss Ms Flows -- D -IE 3 533 464344N0680922,1 Earl Craig do -- 530 Dr 25 6 -- -- Cm -- -- D S/E -- 534 464056N0680940.l do do 1961 540 Dr 178 6 38 -- Cm 8 -- D JIE 24

~ -...J Table 2~--Records of selected wells and test holes in the lower Aroostook River basin--Continued ...... Al ti- Principal co tude Type Depth Dia- Depth water-bearing Water Type Year above of of meter to material of Yield Remarks Well Location Owner or Town com- sea well well of bed- Char- Geo- Date of pump/ no. User pleted level well rock act er logic Level measure- Use power (feet) (feet) (in.) (ft.) unit ment (gpm) AROOSTOOK COUNTY (Continued) i l\r 535 464055N0681245.l Earl Craig Castle Hill -- 690 Dr 150 6 -- -- Per -- -- D -IE -- 536 464343N0680923.l Leslie Libby Mapleton -- 530 Dr 78 6 -- -- Cm -- -- D -IE -- 537 464404N0681052.1 Castle Hill Cemetery do -- 620 Dr 57 6 -- -- Cm -- -- D P/M 1 539 464101N0680201.1 Eugene Sawyer Presque Isle 1954 440 Dr 60 6 15 -- Sp Flows 7-30-69 D C/E -- 540 465645N0675937.l Ansele Brissette Caribou -- 615 Dr 150 ------Cm 20 -- D J/E -- 541 465723N0675726.1 Stillman Watson do -- 620 Dr 45 6 -- -- Cm -- -- D J/E -- 542 464518N0680627.l Herbert Olson !Washburn 1960 445 Dr 40 6 -- s Al -- -- D J/E -- 544 464623N0681038.l Hughie Corey Wade -- 460 Dr 45 6 -- -- Cm 6 -- D,S -IE -- 545 i461f221N0680117 .1 Dale Po·wers Presque Isle 1964 440 Dr 120 6 35 -- Sp 20 -- D S/E 10 546 465109N0675615,l M. E, Hale Caribou -- 440 Dr 218 6 3 -- Cm -- -- D P/E -- 547 465050N0675640.l Mrs. Theresa Snow do -- 385 Dr 70 6 -- -- Cm -- -- D J/E -- 548 465052N0675643.l Paris Snow do -- 385 Dr 190 6 -- -- Cm -- -- D -/E -- 550 465214N0675742,l Stuart Currier do -- 595 Dr 185 6 -- -- Cm 15 -- D S/E 2.5 551 464950N0675540.l Guimond 1 s Dairy do 1949 380 Dr 115 6 90 -- Cm -- -- c -IE -- 556 464524N0680612.l Elwood Nickerson Washburn -- 460 Dr 46 6 22 -- Cm Flows -- D -IE -- 557 465041N0680220,l Jack Shaw Caribou 1955 580 Dr 100 6 3 -- Cm -- -- D J/E -- 558 465158N0675642,l Vernon Merchant do 1969 410 Dr 60 6 60 S,G led -- -- D -IE 60 562 464009N0675437.l Maine Sugar Industries Easton 1969 670 Dr 800 8 -- Ls Cm -- -- In S/E 155 563 464007N0675437,1 do do 1969 670 Dr 300 6 -- Ls Cm 27.92 10-22-69 In N 20 Not yet in use 564 464005N0675437.1 do do 1969 665 Dr 610 8 6 Ls Cm 30 -- In S/E 175 565 463103N0675200.l ---- Mars Hill -- 400 Dr 640 8 -- -- Cm -- -- In,N N 112 Formerly sup- plied a stare h factory. 566 li65515N0674944.1 Limestone Water Works Limestone 1959 560 Dr 500 ------Cm -- -- T N 60 567 465056N0680244.1 State Highway Commission Caribou 1965 464 w 72 2.5 ------Tb -- -- L. 568 465054N0680250,l do do 1965 457 w 60 2.5 ------Tb -- -- L. 569 464153N0675945.l Potato Services Inc. Presque Isle 1960 420 w 53 2.5 ------7 5-14-60 T N 5 L. Table 3.--Records of selected springs in the lower Aroostook River basin

Spring no.: For explanation of spring-numbering system, Principal water-bearing material: See table l for description see text. of geologic units. Location: For explanation of spring-location system, Character: Cl, clay; G, gravel; S, sand. see text. Geologic unit: led, ice-contact deposits; Ow, ou~­ Altitude above sea level: Land-surface altitudes of wash; Per,Perham Formation; T, till. springs are interpolated from topographic maps and Water use: D, domestic; s, stock. are generally accurate to within 10 feet. Datum is mean sea level.

Al ti- Principal tude water-bearing s pring above material Depth Water no. Location Owner or User Town sea Char- Geo- (feet) Improvements use Remarks level acter logic (feet) unit

AROOSTOOK COUNTY Ar 398 465242N0681118.l Donald McKay Perham 740 -- T -- None D 441 470034N0681030.l Henry Hanson New Sweden 860 -- T 3 96-x84-inch concrete tank D 470 465214N0675859.l Elisee Theriault Caribou 390 s Ow 10 96-x96-inch concrete D,3 casing

517 465737N0681130.l Harvey Johnson Westmanland 750 -- Per 5 Concrete tank D Contained only 6 inches of water, summer 1968 521 464448N0675727.l Charles Bouchard Presque 440 Cl, S led -- None D Isle

538 464345N068l009.l Linwood Kenney Mapleton 570 S, G Ow -- Concrete tank D 543 464607N0681252.l Dale Churchill Wade 510 -- T -- Rock casing D 549 465157N0675639.l Ronald Leavitt Caribou 410 S, G led -- Steel drum casing D

I-' '° 20

Table 4~ ... -Drillers' logs of selected wells and test holes in the lower Aroostook River basin in Maine

(Thicknesses and depths below land surface are given in feet)

ihick- hick- Thick• ness Depth ness Depth neaa Depth

AROOSTOOK COUNTY

Ar 16. Alt. about 370 ft. Log of water­ Ar 147. Alt. about 430 ft, Log of test Ar 420. Alt. about 420 ft. Log of of Fort Fairfield, Utilities hole for Presque Isle Water District. --;;.t;r-supply well of Potato Service Alluvium and swamp deposits: Inc. Alluvium: Clay .•• 21 21 Alluvium: Brown loam iBedrock at • ~ •• 21 Hard-packed clay • 15 15 Outwash: Outwash: Coarse dirty gravel 5 10 iAr 148. Alt. about 435 ft. Log of test Hard-packed gravel .25 40 Hard-packed gravel and clay 18 28 l, hole for Presque Isle Water District. Hardpan 10 50 Coarse gravel and sand 13. 5 41. 5 IAlluvium and swamp deposits: Gray medium gravel 8 58 Coarse gray gravel 12 70 Bedrock at •• , •••• ~ • 41. 5 'I Brown clay • • • Till: Bedrock at ••••• 70 Alt. 685 ft. ·cog of water-supply Clay and gravel 11 17 at Loring Air Force Base. Ar 421. Alt. about 420 ft. Log of Till: Ar 149. Alt. about 440 ft. J... og of test ~-supply well for Potato Service Glacial gravel (small amount of water) 35 35 I hole for Presque Isle Water District. Inc. Bedrock (Carys Mil ls Formation) : Alluvium and swamp deposits: Alluvium: resistant ledge; sample showed Brown clay ••• Brown clay 10 10 with s;.:ringers of quartz. 33 68 Till: Outwash: Soft brown limestone (3 gpm) 16 84 Clay and gravel 48 54 Coarse, dry gray gravel 15 25 Slate (5 gpm, water level 19 ft) 10 94 Refusal at • 54 Gray medium sand and medium gravel 15 40 Soft brown limestone 12 106 Medium sand, gray 11 51 Slate 25 131 Ar 150. Alt. about 440 ft. Log of test Hard-packed coarse gravel 13 64 White limes tone 5 136 hole for Presque Isle Water District. Bedrock at •• ~ ••• o • ~ 64 Slate 5 141 Alluvium and swamp deposits: Brown limestone 6 147 Brown clay Ar 422. Alt. about 420 ft. Log of Slate 5 152 Till: water ... supply well for Potato Service Brown limestone 2 154 Gravel o • 4 9 Inc. Slate 18 172 Gravel and clay 15 24 Fill~ Resistant white limestone\· 3 175 Refus.s.l at ~ 24 Brown clay and grave 1 8 Outwash: f>.r 78. Alt. about 380 ft. Log of test Ar 151. Alt. about 430 ft~ Log of test Gray hardpan • • • • • 26 34 boring by State Highway Commission. hole for Presque Isle Water District. Gray coarse gravel •• 11 45 Till: Fill •• 4 4 Very coarse gray gravel 27 72 Coarse gravel and boulders embedded in Till: Refusal at •••••••• 72 brotm silt ...... Clay and boulders 14 18 silty, compact, black sand and Refusal at 18 Ar 56 7. Alt. 464. 3 ft. Log of test 10 17 boring by State Highway Commission. brown, cohesionless silt with Ar 152. Alt. about 4l~O ft. Log of test Outwash: containing embedded gravel ~for Presque Isle Water District.. Medium density brown sand-silt •• 27 44 Alluvium: Medium to dense~ brown silty sand Clay ..• 4 4 and gravel ...... 38.5 45.5 Black slate with quartz intrusions 52 Alluvium and outwash: Till: Gravel • 10 Dense to very dense, gray silty Ar 79. Alt. about 330 ft. Log of test Outwash: sand and grave 1. • • • • . • • 26.5 72.0 boring by State Highway Corrnnission. Clay and grave 1 36 46 Alluvium: Till: Ar 568. Alt. 457 ft. Log of test Loose, fine, black sand and gray, co­ Coarse gravel, refusal at 46 boring by State Highway Commission. hesionless silt; scattered gravel 9 Swamp deposits: Loose, brotvn silty sand and gravel 4 13 Ar 153. Alt. about 450 ft. Log of test Medium consistency, brown, organic Loose, clean sand and gravel 18 hole for Presque Isle Water District. sandy silt with scattered hair Till: Till: and roots • • • • • • • ~ • • 4 4 Brown silty sand and gravel becoming Hardpan 81 81 Till: increasingly compact with depth • 36 54 Medium to dense, gray to brown, Very compact mixture of silt, sand, and Ar 154. Alt. about 420 ft. Log of test pebbly, fine silty sand and gravel . • • • • • • • • • • • • 12. 5 66. 5 ~ for Presque Isle Water District. gravel ••••••• ~ •••• 35.5 39.5 Bedrock: Alluvium: Dense to very dense, gray silty Black stone with granite intrusions 73. 5 Brown clay and sand, scattered gravel 14 14 sand and gravel. • & ••••• 20 59.5 Lacustrine deposits(?): Ar 80. Alt. about 330 ft. Log of test Gray clay, scattered sharp, black ~ Alt. about 420 ft. Log of boring by State Highway Commission. gravel • 32 46 test well for Potato Service Inc. Till: Bedrock at 46 Alluvium: .ti..ngular, black slaty gravel and sand Clay and sand •••••• ~ • 16 16 containing some brown silt Ar 155. Alt. about 430 ft. Log of test Outwash: Dark-gray cohesionless silt, moderately hole for Presque Isle Water District. Coarse sand • • • • • • • 22 38 dense • • • • • • • • • • • • • • • • 38 45 Alluvium: Medium to fine sand and sharp gravel 15 53 Fine, black sand and gray, cohesionless Brown sandy clay • • • silt, moderately dense 50 Lacustrine deposits ( ?) : Black, angular gravel embedded in com­ Hard-packed blue clay, scattered pact, gray silt and clay 22. 5 72. 5 I gravel ••••••• 56 64 Bedrock: Till: Black slate with granite intrusions 7. 7 80. 2 Sharp black gravel • 65 Refusal at • 65 Ar 146. Alt. about 440 ft. Log of test ~ for Presque Isle Water District. Ar 156. Alt. about 430 ft. Log of test Alluvium: ~ for Presque Isle Water District. Brown clay . • • • • • • Alluvium: Alluvium and till: Clay •••••• 4 4 Brown medium gravel, some brown clay. 20 28 Coarse sand 19 23 Till: Lacustrine deposits (?): Heavy gravel, brown clay. 16 44 Clay • 12 35 brO'im gravel and boulders 5 49 Outwash: at •••.••••.• 49 Medium sand. 13 48 Till: Large boulders 51 Table 5.--Detailed che~ical analyses of water in the lower Aroostook River basin (Di:ssol:ded constituents liter) (Analyses by U.

-iT u ~ I 0 0 "' I I C'") ,... ~ .-11 N Water­ Date p --­ l~ ~ & ~ '-' bearing of N 2 2'0 I ...... I~ QJ "" ~ I~ 0 ~ ~ ~ 0 0 Well ,.... for­ collect- ...... , s 0 "' 100 ij....i "' ... § "' ~"' ~ 0 4-< 3 I 'g (I) .µ no. mation ion ... e ... ! § ~ '-' o.<;;"' " .,...... 0 "' '<:! ...... (.::1 Remarks :!I ... \!l µ .,.;" .,.;"' .µ ""'t:J:> ""' 4-1 0 ..0: "'

N Hard- N ness Q)~ I '-' Q) ~ ... ~ "O ~ 0 "'0 .... "O 0 "' "o.~ .µ "' ~ ON 0~ ... '-' "O " '-' " '-' .... , <") .... ? ~ Water- Date 0 -- ~ 0 .... "0 "O...... "' Remarks N ~ ;::;- "".µ "" ~ ~ 2 "' u :::;- Ill"' .....0 "' .... Q) 0 "0 ... " " ] "'0 ."'.., ~ .a ...... , •.-1 M w .,· 0 " .... 0 kU Ul o. a " H" H ~~ u ~ Ul P.; u Ul u z u z" Ul ~ u 0. "' "' "' "' "" "'~"' "' ""~ AROOSTOOK COUNTY (Continued) \

Ar 45 275 Carys Mills 9- 2-57 8 9.8 0.60 0.02 51 16 4.6 218 0 15 5.7 .o 1.5 208 193 15 359 5 7.4 14 Fm. 45 275 do 7-10-58 10 10 .01 .01 54 13 2,8 210 0 12 6.0 .2 .9 200 188 16 401 3 7.9 4.2 45 275 do 7-23-59 9 10 ,07 .02 72 14 0 261 0 10 7.0 .1 .9 245 237 23 435 5 7.2 26 45 275 do 7- 8-60 7 10 .04 - 70 14 3.7 267 0 9.6 7.0 .2 .8 249 232 13 443 2 7,4 17 45 275 do 9- 2-61 7 10 .19 .o 68 13 5.3 254 0 11 10 .1 .8 245 223 15 437 2 7.1 32 45 275 do 9- 2-61 7 9.9 ,04 .o 66 15 2,3 254 0 10 8,4 .o .8 247 226 18 443 2 7.4 16 45 275 do 4-24-63 10 9.5 .oo .oo 68 12 4.6 250 0 16 4.2 .1 1.3 246 219 14 418 2 7.3 20 46 323 do 9- 2-57 7 14 .01 .57 84 16 20 360 0 15 5.8 .o .3 329 276 0 569 6 7.5 18 46 323 do 7-10-58 10 13 .20 .15 75 17 3.9 304 0 8.6 5.0 .1 .1 320 257 8 552 3 7.1 38 46 323 do 7-23-59 9 10 .10 .03 68 14 6.2 263 0 10 9.5 .1 .9 249 227 12 446 3 7.7 8 46 323 do 7- 8-60 7 10 .04 .03 70 14 4.8 268 0 12 6.8 .2 .8 249 232 13 442 2 7.4 17 46 323 do 8- 2-61 6 12 ,03 .2 83 14 3.7 305 0 8.6 9.4 .o .6 280 265 15 498 3 7.3 24 46 323 do 5-24-63 10 ll .01 .oo 88 15 4.6 336 0 8.9 4.4 .o .3 308 281 6 529 2 7.3 27 48 275 do 8- 2-57 8 13 .97 .75 85 16 18 360 0 12 7.0 .o .2 322 278 0 550 3 7.6 14 48 275 do 7-10-58 10 ll .13 .16 65 14 2.1 252 0 9-"i 5.0 .2 .5 258 220 8 447 3 7.5 13 48 275 do 7-23-59 9 9.8 .16 .01 72 15 4.8 262 0 10 18 .1 .9 272 241 27 475 4 7.4 17 48 275 do 7- 8-60 7 10 .05 .03 71 14 3.4 268 0 12 6.3 .1 .8 248 235 15 443 2 7.4 17 48 275 do 8- 2-61 14 9.8 .03 .o 67 14 3.0 252 0 11 9.0 .o .8 252 225 18 447 1 7.4 ' 16 Sample chlorinated. 48 275 do 4-24-63 10 10 .64 .09 77 14 3.0 290 0 9.7 5.6 .o .7 270 250 12 471 2 7.4 18 48 275 do 2-10-64 12 10 .02 .oo 74 12 6,0 276 0 10 6.8 .1 .9 257 234 8 453 0 7.6 11 Chlorinated. 48 275 do 2-18-65 6 10 .oo .02 70 13 9.4 276 0 11 7.6 .1 .8 260 228 2 433 1 7.7 8.8 Chlorinated, 51 llO do 2-27-56 - 8.7 .04 .09 69 6.8 6.0 115 0 60 32 .o 14 270 200 106 446 2 7.6 4.6 51 llO do 2-27-56 - 9.1 .12 .04 61 7.7 2.2 113 0 48 29 .o ' 6.6 278 184 91 413 6 7.4 7.1 51 110 do 2-27-56 - 7.4 .10 .oo 1. .3 93 118 0 60 31 .o l<.2 276 4 0 471 23 7.3 9.4 Water treated and softened. 51 110 do 12-17-56 9 7.8 .08 .oo 63 8.3 4.8 117 0 49 31 .o 14 263 191 95 415 2 8.2 1.2 51 110 do 9- 8-59 9 6.9 .04 .01 68 6.4 2.5 120 0 54 25 .o 15 258 196 98 415 3 7.3 9.6 51 llO do 4-19-62 7 7.2 .04 .03 67 7.8 6.4 124 0 53 30 .1 17 302 199 98 443 2 7.5 6.2 51 110 do 5- 6-63 5 6.6 .02 .oo 70 6.2 3.9 129 0 56 19 .o 22 298 200 95 432 2 7.3 10 51 llO do 4-18-64 4 7.2 .01 .01 71 8.0 5.5 127 0 57 29 .1 21 294 210 106 446 2 7.5 6.4 51 llO do 4-18-64 4 7.6 .oo .03 71 7.5 7.1 126 0 59 29 .1 21 303 208 105 448 2 7.4 7.9 52 110 do 2-27-56 - 10 .47 .01 75 7.7 1.6 113 0 75 32 .o s.o 343 219 126 495 3 7.7 3.6 52 llO do 12-17-56 9 7.6 ,05 .oo 73 6.9 3.3 ll8 0 65 27 .o 19 280 210 114 448 2 7.6 4. 7 52 llO do 9- 5-58 7 6.9 .oo .oo 67 6.0 2.3 109 0 58 20 .o 23 263 192 102 397 3 7.4 6.9 52 llO do 9- 8-59 9 7.8 .34 .05 73 5.6 8.3 101 0 83 26 .o 21 250 205 122 462 2 7.4 6.4 52 110 do 4-19-62 6 7.1 .01 .oo 79 7.0 4.8 128 0 76 25 .o 21 322 226 121 472 l 7.6 5.0 52 110 do 5- 6-63 5 6.4 .oo .oo 69 5.4 7.1 118 0 76 12 .o 21 282 194 98 409 2 7.2 12 52 110 do 3-18-64 4 7.5 .05 .oo 77 6.8 3.0 122 0 69 20 .o 33 332 220 120 465 1 7.8 3.0 52 llO do 3-18-64 4 7.2 ,05 .oo 78 6.9 2.5 124 0 70 20 .o 32 320 223 122 464 1 7.9 3.5 52 110 do 6-29-65 ll 6.8 .01 .03 71 4.1 6.7 140 0 62 12 .2 15 250 194 80 408 3 7.7 4.5 83 80 Spragueville 10-28-68 - 6.5 .31 .oo 98 11 9.2 1. 2 250 0 24 43 .o 18 372 290 84 586 4 7.9 -- Fm. 84 80 Perham Fm. 10-28-68 - 6.9 .02 .oo 46 6.0 4.4 .8 109 0 30 16 .o 14 202 140 50 310 3 8.1 -- 85 51 Outwash Fm 10-29-68 7 7.5 .oo .oo 68 12 4.4 .4 176 0 45 19 .o 22 287 219 75 462 1 7.9 -- 86 98 Carys Mills 10-29-68 7 6.7 .oo .01 55 9.6 4.5 .3 170 0 26 10 .o 5.7 215 177 37 353 3 7.9 Fm. -- Table 5.--Detailed chemical analyses of water in the lower Aroostook River basin--Continued

Hard- ness u ::J "'.-4 0 ~ 00 ~ Remarks " 0 ~ ~ ~ .-4 "0 ::J Jj bearing of N ~ ~ ~ :>;: Q u ..... M 0 0 ~ ~ ~ " ::J "' 00 "' ..... "' .... "' "' .-4"' ... "' 0 ... ~ .c., ;: ·.-< ... 0 N ...."' "

11 When no value is listed in potassium column, sodium and potassium were calculated together and are listed under sodium. 1.1 Al, aluminum; Cu, copper; Li, lithium; P04, phosphate; Zn, zinc; Cfs, cubic feet per second. 3/ Tr, trace. 41 Presque Isle Stream at Presque Isle. Sf Also includes manganese. 6! Aroostook River at Caribou. 71 Little Madawaska River near Caribou. ~/ Aroostook River at Washburn.

N \.;.) 24 Table 6.--Production of water for public supply in the lower Aroostook River basin, 1969

(Data from reports of the Maine Public Utilities Commission)

Number Million gallons Utility of 11 Ground Surface Total Customers Water Water

Caribou Water Works 1,926 263.13 263.13 Corp.

Fort Fairfield Utilities District 783 272.69 1)

Limestone Water and Sewer District 367 83.58 83.58

Presque Isle Water District 1,942 305.19 305.19

Washburn Water Company 281 86.87 86.87

Total 5,299 1, 011.46

11 Includes industrial and commercial customers as well as households.

11 Includes both ground water and surface water. 25 Figure 2.-- Maps showing the locations of wells, springs and test holes in the lower Aroostook River basin and adjacent areas.

a. Mars Hill Quadrangle

b. Presque Isle Quadrangle

c. Caribou Quadrangle

d. Fort Fairfield Quadrangle

e. Stockholm Quadrangle

.EXPLANATION

0 Well in unconsolidated deposits

Well in• bedrock

~ Spring in unconsolidated deposits

~ Spring in bedrock

-0- Test hole ending in unconsolidated deposits

-+- Test hole ending in or on bedrock 26

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