u.s. geological survey open-file report 98-265

Hydrologic Data for the Presumpscot River Basin, Cumberland and Oxford Counties, Maine, 1995 to 1996

By William J. Nichols Jr., and Perry N. Silverman

U.S. GEOLOGICAL SURVEY Open-File Report 98-265

USGSPrepared in cooperation with thePORTLAND WATER DISTRICT, science for a changing worldTOWN OF WINDHAM, AND

MAINE DEPARTMENT OF HUMAN SERVICES

MAINE DEPARTMENT OF ENVIRONMENTAL PROTECTION

Augusta, Maine 1998

U.S. Department of the Interior

Bruce Babbitt, Secretary

U.S. Geological Survey

Tom Casadevall, Acting Director

For additional information Copies of this report can write to: be purchased from:

Chief, Maine District U.S. Geological SurveyU.S. Geological Survey Branch of Information Services26 Ganneston Drive. Box 25286, Federal CenterAugusta, ME 04330 Denver, CO 80225-0286

CONTENTS

Abstract 1 Introduction 1

Purpose and scope 1Location of study area 3Acknowledgments 3

Numbering System For Data-Collection Sites 3Surface-Water Sites 3Wells and Test Borings 3

Data-Collection Networks and Methods 7Surface Water 7Ground Water 7Water Quality 7Quality Assurance 8

References Cited 9

FIGURES

1. Map showing Presumpscot River Basin study area, Maine 22. Map showing surface-water data-collection sites North Windham and Sebago Lake area, Maine 43. Map showing surface-water data-collection Upper Crooked River area 54. Map showing ground-water data-collection sites North Windham, Maine 6

TABLES

1. Location, stream discharge, and drainage area of surface-water sites in the Presumpscot River B asin 122. Location of observation wells and screened intervals of wells, Presumpscot River Basin study area,

Maine 253. Streamflow for Stony Brook at East Sebago, Maine (site 18, USGS station number 01063310) October

1995 to September 1996 274. Streamflow for Crooked River near Naples, Maine (site 34a, USGS station number 01063100) Octo

ber 1995 to September 1996 285. Summary of water-surface elevations for lakes, ponds and streams, Town of Windham, April 1995 to

September 1996 296. Lithologic logs of observation wells and test borings, Presumpscot River Basin, Maine 307. Grain-size distribution and sorting of aquifer material, Presumpscot River Basin, Maine 358. Water level data for observation wells, in Presumpscot River Basin, Maine April 1995 through Sep

tember 1996 429. Water levels for recording observation well CW1980 in the Presumpscot River Basin, Maine 4510. Water levels for recording observation well CW1983 in the Presumpscot River Basin, Maine 4611. Water levels for recording observation well CW1993 in the Presumpscot River Basin, Maine 4712. Chemical analyses of ground water and surface water, Presumpscot River Basin study area, Maine 48

CONTENTS III

CONVERSION FACTORS, WATER-QUALITY INFORMATION, AND VERTICAL DATUM

Multiply

" ;; ;;; :;;;: Length ;:;: - :; \l-\: iiiii iiiii ii

inch (in)

foot (ft)

mile (mi)

- " - " Area ^ ^ \\+ : ;;;- ^- :;;

square mile (mi2)

^i : ^ : i:i ;: Volume ;;;; ^;i^ ;;;i: ;;:;:: ;;;;; ^;

cubic foot (ft3 )

" "- : :;; ; ;:; : ;;: : ;F/ovv ;;: :: ;;;: :;;; ;:;: :;i; ;;; ; 3

cubic foot per second (ft /s)

By

25.40

0.3048

1.609

2.590

0.02832

0.02832

To obtain

millimeter

meter

kilometer

square kilometer

cubic meter

cubic meter per second

Vertical Datum

In this report, all elevations are referenced to the National Geodetic Vertical Datum of 1929, a geodetic datum derived from a general adjustment of the first-order level nets of both the United States and Canada. It was formerly called Sea Level Datum of 1929.

Water-Quality Information

Chemical concentrations are given in milligrams per liter (mg/1). Specific conductances are given in microsiemen per centimeter at 25 degrees Celsius (uS/cm).

Temperature is given in degree Celsius (°C), which can be converted to degree Fahrenheit (°F) by the following equation:

°F=1.8(<C) + 32

Iv CONTENTS

HYDROLOGIC DATA FOR THE PRESUMPSCOT RIVER BASIN, CUMBERLAND AND OXFORD COUNTIES, MAINE, 1995 TO 1996

By William J. Nichols Jr., and Perry N. Silverman

ABSTRACTHydrologic, geologic, and water-quality

data were collected in the Presumpscot River Basin, Cumberland and Oxford Counties, Maine, from April 1995 to September 1996. The data were collected as part of a study to quantify sur face- and ground-water inflows to Sebago Lake and to describe the geohydrology and water-qual ity of a sand and gravel aquifer in the North Windham 7.5-minute quadrangle. Data collection consisted of measurements of streamflow at 107 sites, water surface elevations at 18 sites, water levels at 44 wells; recording of lithologic logs of 41 wells and test borings; determination of grain-size distribution and sorting of aquifer mate rials in the wells and borings; and collection of water samples at 27 sites. Water-quality analyses included field determinations of specific conduc tance, pH, alkalinity, temperature, and dissolved oxygen; and laboratory analyses of major ions, including various species of the nutrients nitrogen and phosphorus, and trace metals.

INTRODUCTIONPopulation in the southern part of the Pre

sumpscot River Basin increased substantially dur ing the 1980's and early 1990's (Seely, 1994). The population growth resulted in increased demands on the area's water resources and the associated development increased the potential for contami nation of the resources. In order to plan for devel opment of additional water supplies to meet the increased demand and to protect the quality of the source waters, planners and managers need sound scientific information on the hydrogeologic system

of an area, including data on the quantity and cur rent quality of the water. To address a part of this information need, the U.S. Geological Survey (USGS), in cooperation with the Portland Water District, Town of Windham, Maine Department of Environmental Protection (MDEP), Maine Department of Human Services (MDHS), and the Maine Geological Survey (MGS), collected data to quantify the inflows of surface water and ground water to Sebago Lake and to describe the geohydrology and water-quality of a sand and gravel aquifer within the North Windham 7.5- minute topographic quadrangle (fig. 1).

Purpose and scopeThis report presents hydrologic, geologic,

and water-quality data that were collected from April 1995 to September 1996, in the Presumpscot River Basin, Cumberland and Oxford Counties, Maine (fig.l). Hydrologic data consists of strcam- llow measurements at 107 sites, surface-water ele vations at 18 sites, and ground-water levels at 44 wells. Geologic data include lithologic logs and grain-size distribution of materials penetrated in 41 wells and test borings. Water-quality data for 27 sites included field determinations of specific conductance, pH, alkalinity, temperature, and dis solved oxygen; and laboratory determinations of common inorganic cations and anions, nutrients (nitrogen and phosphorous species), total dis solved solids, and trace metals.

INTRODUCTION 1

44*22130'

70'52'30'

44*15

Location of study area

0 50 100 KILOMETERS

44'00'

44'52'30'

43*3T3l

10MILES

10 KILOMETERS

Figure 1. Presumpscot River Basin study area, Maine.

2 HYDROLOGIC DATA FOR THE PRESUMPSCOT RIVER BASIN, CUMBERLAND AND OXFORD COUNTIES, MAINE, 1995 TO 1996

Location of study areaThe study area contains 20 townships in

Cumberland and Oxford Counties. The total area0 0

studied was 485.8 mi , including about 441 mi for the Presumpscot River to the Eel Weir Dam near

North Windham, Maine, and about 45.8 mi2 that is south and east of Sebago Lake and drained by the Pleasant River (site 57) at State Route 302 near North Windham, Maine. The headwaters of the Presumpscot River Basin begin near Keoka Lake and Songo Pond. The western part of the drainage basin is composed of a series of lakes and ponds connected by streams: Keoka Lake, Mill Brook, Bear Pond, Bear River, Long Pond, Brandy Pond, and Songo River. The eastern drainage is com posed of a pond draining into a river system: Songo Pond, Crooked River, and Songo River. The

*\

Songo River drains an area of 275 mi at Sebago Lake. Data-collection efforts were concentrated in the area from this point south to the Presumpscot River near North Windham, including the North Windham area. The numbering system for surface- water data-collection sites is shown in figures 2 and 3. Figure 2, the Sebago Lake area, represents all the surface-water data-collection sites from Crooked River near Naples, Maine (site 34a) south. Figure 3, the Upper Crooked River area, represents all the surface-water data-collection sites north of Crooked River near Naples, Maine (site 34a, Fig. 2).

AcknowledgmentsThe authors thank the individuals who

assisted with the collection of data reported here, including Robert Johnston, Daniel Locke, and Craig Neil of the MGS; David Braley, MDHS; and Robert Dudley, Joey Breton, and James Caldwcll, USGS.

NUMBERING SYSTEM FOR DATA- COLLECTION SITES

Surface-Water SitesSurface-water measuring sites on Sebago

Lake, Upper Crooked River, and North Windham (fig. 2, fig. 3 and fig. 4) are numbered sequentially beginning with number 1, Standish Brook at Sebago Lake, and proceed in a clockwise direction around the lake, except for sites 50-53b and 56-61, which are in the Pleasant River drainage, and sites 64-65, which drain into the Presumpscot River south of Sebago Lake. Measuring sites on the Upper Crooked River are numbered sequentially beginning with number 101, which is near the Crooked River, south of Songo Pond, and proceed downstream to site number 130. In addition, con tinuous-recording stations at Stony Brook and Crooked River, and the discontinued strcamgaging station on Collyer Brook (Royal River Basin) arc identified by USGS station numbers (Novak, 1985). The site numbers and USGS station num bers are listed in table 1 (all tables are at the back of the report). Also, streamgaging station data arc stored in the USGS automated-data processing system (ADAPS) data base.

Wells and Test BoringsUSGS identification numbers for wells and

test borings are based on the grid system of lati tude and longitude. Each number consists of 15 digits. The first six digits denote the degrees, minutes, and seconds of latitude; the next seven digits denote degrees, minutes, and seconds of lon gitude. The last two digits (assigned sequentially) identify wells or other sites within a 1-second grid. These latitude-longitude identification numbers are the primary identifiers in the USGS ground- water site inventory (GWSI) data base. Well and test boring sites are located by project and local identifiers, which also include 15-digit USGS identifiers (fig. 4, table 2). The project identifier

NUMBERING SYSTEM FOR DATA-COLLECTION SITES 3

70*37'30' 70°30'

43'52'30"

43°45'

Base from U.S. Geological Survey digital topographic quadrangles:North Sebago, Naples, Raymond, Steep Falls, Sebago Lake, and North Windham, scale 1:24,000

SCALE 1_____2 MILES

) 2KILOME1ERS

EXPLANATION

,63 Surf ace-water stations and identification number

Figure 2. Surface-water data-collection sites, North Windham and Sebago Lake area, Maine.


/I 44'22'30'70'52' 70'45' 70'57'30" 70*30'

45*15

44'07'30"

i i . -xV ^ V, "^

f s X «^»-. ,./ . "> Norway-' ~\f<S \ / . \' t3

v. v jr.-1i ,., '; l"S&\ A- ; M

iw v">^roofcNy.^x \

S \ " A \\^ ^

H% ^ u /^i

\ - r > y\ - il..3/V ''

i .-/T" Y

Base from U.S. Geological Survey digital topographic quadrangles: EastStoneham, Greenwood, West Pans, North Waterford, Waterford Rat, Norway, Bridgton, Pleasant Mountain, and Casco, scale 1:24,000

1 2 SMILES

0 3 KILOMETERS

EXPLANATION

A128 Surface-water stations

Figure 3. Surface-water data-collection sites, Upper Crooked River area, Maine.

NUMBERING SYSTEM FOR DATA-COLLECTION SITES 5

70°30' 70°25'

Base from U.S. Geological Survey digital topographic quadrangles: SebagoLake, and North Windham, scale 1:24,000

EXPLANATION YMCA-1 Ground-water stations

and project identifier

1MILE

1 KILOMETER

Figure 4. Ground-water data-collection sites, Presumpscot River Basin study area, Maine.


represents a physical location. For example, SAN-1 is Sandbar Road Well-1, which is located on or near Sandbar Road and was the first well drilled. The local well identifiers represent the county and well number. The first part of the identifier con tains two letters that denote the county in which the well or test boring was drilled, and the number indicates how many wells or borings preceded it. For example, CW 1971 represents Cumberland County, well number 1971.

DATA-COLLECTION NETWORKS AND METHODS

The data-collection network comprises2 continuous streamflow stations, 105 miscella neous streamflow measurement sites, 5 stage-only measurement sites, 44 ground-water-level mea surement sites (including three continuous recorder sites), 21 ground-water-quality sampling sites, and 6 surface-water-quality sampling sites. The methods of data collection for each part of the network are summarized in the following sections.

Surface WaterMeasurements of streamflow were made

periodically by visual observation (no flow); volu- metrically, by use of a calibrated container; or by using flow-velocity (current) meters from bridges or while wading. .These measurement methods are explained in U.S. Geological Survey Techniques of Water Resources Investigations, Book 3, Chap ters A6 (Carter and Davidian, 1968) and A8 (Buchanan and Somers, 1969). Water surface ele vations (also called stage or gage height) for selected ponds and surface-water sites and flow data for the Presumpscot River Basin are summa rized in tables 1, 3, 4 and 5.

Streamflow was calculated for the gaging stations on the Crooked River near Naples and Stony Brook at East Sebago. Gaging station refers to a specific site on a stream instrumented and operated to record water-surface elevations, from which systematic records of discharge may be cal culated. The continuous-flow information for Stony Brook and Crooked River extends from October 1, 1995 through September 30, 1996 (tables 3 and 4).

Ground WaterTo describe basin lithology and hydrogeo-

logy, 44 wells and 4 test borings were drilled in the Presumpscot River Basin. The wells were installed by boring with hollow stem-augers into the deposit and setting the pipe with a screen attached. Materi als used to construct the wells were 2-inch diame ter flush threaded PVC pipe and well screen. During well construction, 2-foot-long split spoon samples were collected and examined to describe the various layers of the deposit. Lithologic logs of the wells, grain-size distribution of split-spoon samples, and water levels for the Presumpscot River Basin are shown in tables 6 to 8.

Three observation wells (numbers CW #1980, CW #1983, and CW #1993) were instru mented with down-hole data loggers. The loggers were installed to provide continuous records of water level. Daily mean water levels in these wells from October 17, 1995 through September 30, 1996 are presented in tables 9 to 11.

Water QualityTo characterize the water-quality of the

Presumpscot River Basin, 21 wells and 6 surface- water sites were sampled during May 1996 and August 1996, which coincided with periods of high and low water. Results of the field measure ments and laboratory analyses of the water sam ples are summarized in table 12.

DATA-COLLECTION NETWORKS AND METHODS 7

All ground-water samples were brought to land surface by use of a submersible pump withteflon tubing or a peristaltic pump equipped with silicon tubing. Prior to sampling, each well was pumped until three well volumes were removed and measured field parameters were stabilized. Field parameters were measured in a flow-through chamber that allowed no ambient air at the surface to be introduced. Ground water was sampled from the screened intervals indicated in table 2.

Field measurements of water temperature, pll, specific conductance, and dissolved oxygen were made using a multi-parameter probe. Alka linity was determined by incremental titration on sile. A complete explanation of the field proce dures used to obtain these data is contained in the U.S. Geological Survey Techniques of Water Resources Investigations Book #3 Chapter C2 (Guy and Norman, 1970).

At surface-water sites, water samples were collected using a depth-integrating sampler, or a grab sample was collected. Water was collected from five equal-discharge interval (EDI) verticals in the cross-section and composited. Field data were averaged from five verticals in the sampling cross section. Alkalinity of the composited sample was determined by titration at the sampling site.

The water samples were processed imme diately and shipped to the USGS National Water Quality Laboratory in Arvada, Colorado. Subsam- plcs were taken from a churn splitter; filtered sam ples drawn first, followed by samples to be filtered. The samples were passed through a 0.45-micron filter and preserved in accordance with USGS standards. All methods and procedures used com plied with established guidelines in Chapter 5, National Handbook of Recommended Methods for Water-Data Acquisition (Federal Interagency WorkGroup, 1977).

Quality AssuranceTo ensure the collection of representative

water samples, standard field procedures were fol lowed, which included the pumping of three well volumes and stabilization of values for field parameters before collecting the samples for labo ratory analyses. All surface-water samples were depth- and width-integrated, except for Outlet Brook (site 48), which was a grab sample.

Two field blanks were collected to assess the accuracy and precision of the water-quality analyses. These samples were preserved and ana lyzed along with the regular water samples. No evidence of sample contamination was found. A volume of contaminant-free water was passed through all sampling and processing equipment. No evidence of sample contamination was found.

All chemical analyses done by the National Water-Quality Laboratory were reviewed on receipt by project personnel and the USGS New England Water-Quality Specialist. Sample verifi cation or re-runs were requested if reported values were in question.


REFERENCES CITEDBuchanan, T.J., and Somers, W.P., 1969, Discharge

measurements at gaging stations: U.S. Geological Survey Techniques of Water-Resources Investigations, Book 3, chap. A8, 65 p.

Carter, R.W., and Davidian, Jacob, 1968, General procedure for gaging streams: U.S. Geological Survey Techniques of Water-Resources Investigations, book 3, chap. A6, 13 p.

Federal Interagency Work Group, 1977, National handbook of recommended methods for water- data acquisition: U.S. Geological Survey, Office of Water Data Coordination, 192 p.

Guy, H.P., and Norman, V.W., 1970, Field methods for measurement of fluvial sediment: U.S. Geological Survey Techniques of Water-Resources Investigations, book 3, chap. C2 59 p.

Novak, Charles E., 1985, WRD Data Reports Preparation Guide: U.S. Geological Survey Water-Resources Division, p. 17-21.

Olney, S.L., 1983, An investigation of the relationship between the coefficient of permeability and effective grain size of unconsolidated sands: Boston, Mass. Boston University, published thesis, 61 p.

Seely, R., 1994, Planning for NPS control in the Presumpscot River Watershed, Greater Portland Council of Governments: abstract presented at Annual Maine Water Conference, Watershed Planning, April 29, 1994, Orono, Maine.

it f t>l-Lt>VjvjS~~ REFERENCES CITED 9

TABLES 1-12

Table 1. Location, drainage area, and discharge of surface-water sites in the Presumpscot River Basin study area, Maine[Station locations shown in figures 2 and 3. Continuous flow data, October 1995 to September 1996 for stations 18 and 34a. mi2, square mi; ft3/s, cubic feet per second; --, none or not applicable]

Site number Stream and location

1 . Standish Brook tributary to Sebago Lake:USGS station number 01063450Lat43°45'41", Long 70°31'38", downstream end ofculvert in Rte.. 114, .1 miles west of Sebago Lake Village in Standish, Maine.

2a. Sticky River tributary to Sebago Lake:Lat 43°45'52", Long 70°33'05", 175 feet downstreamof Moody Rd., 2.3 miles from Sebago Lake Village inStandish, Maine.

2b. Unnamed Tributary to Sticky River:Lat 43°46'11", Long 70°32'45", 150 feet upstream ofSticky River, 1.2 miles northwest of Sebago Lake Village in Standish, Maine.

2c. Unnamed Tributary to Sticky River:Lat 43°46'18", Long 70°32'40", 50 feet upstream ofSticky River, 1.2 miles northwest of Sebago Lake Village in Standish, Maine.

4. Unnamed Tributary to Sebago Lake:Lat 43°46'45", Long 70°33'07", downstream end ofculvert in Rte. 1 14, 1 .7 miles northwest of SebagoLake Village in Standish, Maine.

5. Unnamed Tributary to Sebago Lake:Lat 43046'39", Long 70°33'26", downstream end ofculvert in Rte. 114, 2.0 miles northwest of SebagoLake Village in Standish, Maine.

6- Rich Mill Pond Outlet tributary to Sebago LakeUSGS station number 01063400Lat 43 047'01", Long 70°33'53", 150 feet downstreamfrom Rte. 114, 2.5 miles northwest of Sebago Lake Village in Standish, Maine.

7. Sucker Brook tributary to Sebago Lake:Lat 43°49'16", Long 70035'27", downstream end ofculvert in Rte. 114, 5.6 miles northwest of SebagoLake Village near Standish, Maine.

8. Unnamed Tributary to Sebago Lake:Lat 43°49'40", Long 70035'54", 20 feet upstream ofRte. 114, 6.1 miles northwest of Sebago Lake Village inStandish, Maine.

9- Unnamed Tributary to Sebago Lake:Lat 43°49'44", Long 70°36'08", 75 feet upstream fromOld Rte. 114, 6.3 miles northwest of Sebago Lake Vil-

Drainage area (mi2)

.50

1.44

.22

.14

.13

.16

4.81

.84

.013

.27

Date

08/10/9504/11/9606/18/96

08/10/9504/11/9606/18/96

04/12/9606/18/9607/25/96

08/10/9504/11/9606/18/96

08/10/9504/12/9606/19/96

08/10/9504/12/9606/18/96

08/10/9503/21/9606/18/96

08/22/9504/12/9606/19/96

08/10/9504/15/9606/19/96

08/10/9504/15/9606/19/96

Discharge (ft3/s)

0.021.28

.03

.052.36

.30

.76

.01

.03

.02

.50

.03

.013*

.73

.05

<.01.67

<.01

2.1821.5

5.74

<.013.30

.32

.00

.03<.01

.12

.84

.46lage in Standish, Maine.

* Volumetric measurement


Table 1. Location and drainage area of surface-water sites in the Presumpscot River Basin, study area, Maine.~Continued[Station locations shown in figures 2 and 3. Continuous flow data, October 1995 to September 1996 for stations 18 and 34a. mi2, square mi; ft3/s, cubic feet per second; --, none or not applicable]

Site number

10.

lOa.

11.

lla.

12.

12a.

13.

14.

15.

16.

Stream and location

Unnamed Tributary to Sebago Lake:Lat 43°49'45", Long 70°36'14", downstream sidefrom Rte. 114, 6.5 miles northwest of Sebago LakeVillage in Standish, Maine.

Unnamed Tributary to Sebago Lake:Lat 43°49'50", Long 70°36'23", upstream from culvertin Rte. 114, 6.6 miles northwest of Sebago Lake Village in Standish, Maine.

Unnamed Tributary to Sebago Lake:Lat 43°49'53", Long 70°36'28", upstream from culvertin Rte. 114, 6.7 miles north of Sebago Lake Village,near Standish, Maine.

Unnamed Tributary to Sebago Lake:Lat 43°50'12", Long 70°36'44", downstream end ofculvert in Rte. 114, 7.2 miles northwest of SebagoLake Village in Standish, Maine.

Unnamed Tributary to Sebago Lake:Lat 43°50'16", Long 70°36'52", downstream of culvert in Rte. 114, 7.3 miles northwest of Sebago LakeVillage in Standish, Maine.

Unnamed Tributary to Sebago Lake:Lat 43°50'20"f Long 70°36'59", downstream end ofculvert in Rte. 114, 7.4 miles northwest of SebagoLake Village in Standish, Maine.

Unnamed Tributary to Sebago Lake:Lat 43°50'23", Long 70°37'07", at culvert in Rte. 114near Long Beach, 7.5 miles northwest of Sebago LakeVillage in Standish, Maine.

Unnamed Tributary to Sebago Lake:Lat 43°50'26", Long 70°37'13", below downstreamend of culvert in Rte. 114 at Sebago-Standish townline, 7.6 miles from Sebago Lake Village in Standish,Maine.

Unnamed Tributary to Sebago Lake:Lat 43°50'44", Long 70°37'41 ", upstream end of culvert in Rte. 114, .9 miles south of Rte. 11, near EastSebago, Maine.

Unnamed Tributary to Sebago Lake:Lat 43°50'51 ", Long 70°37'48", at culvert in Rte. 114,.7 miles south of Rte. 11, near East Sebago, Maine.

Drainage area (mi2) Date

.23 08/10/9504/15/9606/19/96

.034 08/10/9504/15/9606/19/96

.12 08/10/9504/15/9606/19/96

.062 08/22/9504/15/9606/19/96

.011 08/22/9504/15/9606/19/96

.020 08/22/9504/19/9606/19/96

.071 08/22/9504/19/9606/19/96

.76 08/22/9504/29/9606/19/96

.34 08/22/9504/19/9606/19/96

.019 08/22/9504/19/9606/19/96

Discharge (ft3/s)

0.00.56.02

.00

.27

.00

<.01.25.03

.00

.07

.00

.00

.10<.()!

.00

.04<.01

.00

.41

.00

.002.15

.16

.001.42<.01

.00

.10<.01

TABLE 1 13

Table 1. Location and drainage area of surface-water sites in the Presumpscot River Basin, study area, Maine. Continued[Station locations shown in figures 2 and 3. Continuous flow data, October 1995 to September 1996 for stations 18 and 34a. mi2, square mi; ft3/s, cubic feet per second; -, none or not applicable]

Site Drainage number Stream and location area (mi2)

17. Unnamed Tributary to Sebago Lake: .23 Lat 43°51 '04", Long 70°38'01 ", downstream of Rte. 114, .5 miles south of Rte.. 11, near East Sebago, Maine.

1 8a. Unnamed Tributary to Northwest River .20 Lat 43°51 '26", Long 70°38'35", upstream end of cul vert in Rte. 1 147 Rte. 1 1 , .2 miles north of junction with Rte.. 11, near East Sebago, Maine.

1 8. Stony Brook tributary to Northwest River: 1 .50 USGS station number 01 0633 10Lat 43°51'22", Long 70°38'25", 100 feet upstream of culvert in Rte. 1 147 Rte. 1 1, 200 feet north of junction with Rte. 11, at East Sebago, Maine.

Date

08/22/95 04/19/96 06/19/96

07/24/95 04/29/96 06/19/96

06/20/95 06/29/9507/14/95 07/19/95 07/24/95 08/04/9508/11/9508/22/9508/28/9509/01/9509/15/9509/18/9509/25/9509/27/9510/02/9510/16/9510/27/9510/31/9502/26/9604/17/9604/29/9605/21/9606/20/9607/11/9607/17/9607/24/9607/25/9607/29/9608/15/9608/16/9608/21/9608/29/9609/17/96

Discharge (ft3/s)

0.00 .96 .04

.00

.33

.00

.50

.16

.192

.40

.13

.11*

.11*

.057*

.031*

.042*

.018*

.094*

.066*

.084*

.050*

.200*

.45

.405.40

26.96.832.97

.37

.351.22.28.29.44.149*.187*.147*.106*.126*



Table 1. Location and drainage area of surface-water sites in the Presumpscot River Basin, study area, Maine. Continued[Station locations shown in figures 2 and 3. Continuous flow data, October 1995 to September 1996 for stations 18 and 34a. mi2, square mi; ft3/s, cubic feet per second; --, none or not applicable]

Site number

18.5.

19.

20.

21.

22.

23.

Drainage Stream and location area (mj2)

Stony Brook tributary to Sebago Lake: 1.02Lat 43°50'45", Long 70°39'02", upstream end of cul vert in Rte. 11, .8 miles southwest of East Sebago near Baldwin, Maine.

Northwest River tributary to Sebago Lake: 22.3USGS station number 01063300Lat 43°51'41", Long 70°38'32", downstream end of box culvert in Old Rte. 114, .5 miles north of Rte. 11,in East Sebago, Maine.

Unnamed Tributary to Sebago Lake: . 1 3Lat 43°52'14 W , Long 70°38'H", 100 feet downstream of Rte. 114/Rte. 11, 1.1 miles north of junction with Rte. 11, near East Sebago, Maine.

Unnamed Tributary to Sebago Lake: .14Lat 43°52'23", Long 70°38'08", 60 feet upstream of Rte. 114/ Rte. 11, 1.3 miles north of junction with Rte. 11, near Sebago, Maine.

NiLSon Brook tributary to Sebago Lake: 1.38Lat 43°53'03", Long 70°38'00", 25 feet upstream of Rte. 114/ Rte. 11, 2.1 miles north of junction with Rte. 11, in Sebago, Maine.

Unnamed Tributary to Sebago Lake: . 1 8Lat 43°53'ir, Long 70°37 '56 ",30 feet downstream of Rte. 114/ Rte. 11, 2.3 miles north of junction with Rte.

Date

06/20/9506/29/95 07/14/95 07/19/9507/24/9508/04/9508/11/9508/22/9508/28/9509/01/9509/18/9509/25/9509/27/9510/16/9510/27/9510/31/9502/26/9604/29/9606/20/9607/11/9607/17/9607/24/9607/25/9607/29/9608/15/9608/21/96

07/19/9502/26/9606/19/96

07/24/9504/29/96 06/20/96

08/22/9504/29/96 06/20/96

07/24/9504/18/96 06/20/96

08/22/9504/29/96 06/20/96

Discharge (ft3/s)

0.07.01

.20

.03

.02<.01

.00

.00

.00<.01<.01

.04

.12

.13

.672.94

.95

.03

.08

.97

.15

.10

.07<.01<.()!

19.1161

13.4

.00

.54

<.()!.41 .02

.1814.3

.45

<.01.49 .08

11, near Sebago, Maine.

TABLET 15

Table 1. Location and drainage area of surface-water sites in the Presumpscot River Basin, studyarea, Maine. Continued[Station locations shown in figures 2 and 3. Continuous flow data, October 1995 to September 1996 for stations 18

, S 2and 34a. mi , square mi; ft /s, cubic feet per second; --, none or not applicable]

Site number

24.

25.

26.

26a.

26b.

26c.

26d.

27.

28.

29.

31.

Drainage Stream and location area (mi2)

Bachelder Brook tributary to Sebago Lake: 2.36USGS station number 01063200Lat 43°53'29", Long 70°37'49", 100 feet upstream ofRte. 114/ Rte. 11, 2.7 miles north of junction with Rte.11, in Sebago, Maine.

Unnamed Tributary to Sebago Lake: .21Lat 43°54'01 ", Long 70°37'10", downstream end ofculvert in Anderson Road, .4 miles east of Rte. 114/Rte. 11, in Sebago, Maine.

Unnamed Tributary to Sebago Lake: . 1 1Lat 43°54'07", Long 70°36'46", 20 feet upstream ofAnderson Road, .8 miles northeast of Rte. 114/Rte. 11,in Sebago, Maine.

Unnamed Tributary to Sebago Lake: .049Lat 43°54'27", Long 70°36'37", downstream of culvert in Anderson Road, 1 .5 miles northeast of Rte. 1 14/Rte. 11, in Sebago, Maine.

Unnamed Tributary to Sebago Lake: .027Lat 43°54'40", Long 70°35'38",downstream end ofculvert in Anderson Road, 1.8 miles northeast of Rte.114/ Rte. 11, in Sebago, Maine.

Unnamed Tributary to Sebago Lake: .008Lat 43°54'56", Long 70°36'36", downstream end ofculvert in Anderson Road, 2.0 miles northeast of Rte.114/ Rte. 11, in Sebago, Maine.

Unnamed Tributary to Sebago Lake: .004Lat 43°55'00", Long 70°37'08", 100 feet downstreamof Anderson Road, 2.2 miles northeast of Rte. 114/Rte. 11, in Sebago, Maine.

Unnamed Tributary to Sebago Lake: .022Lat 43°55'01 ", Long 70°36'48", downstream end ofculvert in Anderson Road, 2.2 miles northeast of Rte.114/ Rte. 11, in Sebago, Maine.

Unnamed Tributary to Sebago Cove: 1 .27Lat 43°55'34", Long 70°37'18", downstream end ofculvert in Burrell Road, .1 miles west of Rte. 114/ Rte.11, in Naples, Maine.

Unnamed Tributary to Sebago Cove: .010Lat 43°55'49", Long 70°36'54", downstream end ofculvert in Gore Road, .3 miles north of Rte. 114/ Rte.11, in Naples, Maine.

Unnamed Tributary to Sebago Cove: 1 .48Lat 43°57'05", Long 70°37'19", downstream end ofculvert in Gore Road, 1 .8 miles north of Rte. 1 14/ Rte.

Date

05/23/9507/19/9504/18/9606/20/96

08/22/9504/29/9606/20/96

08/22/9504/29/9606/20/96

08/22/9504/29/9606/20/96

08/22/9504/29/9606/20/96

08/22/9504/29/9606/20/96

08/22/9504/29/9606/20/96

08/22/9504/29/9606/20/96

08/22/9504/30/9606/20/96

08/22/9504/30/9606/17/96

08/22/9504/18/9606/17/96

Discharge (ft3/s)

3.182.11

24.0.68

.00

.47

.02

.00

.20

.03

.00

.25

.01

.00

.095*

.010*

.00

.01< 01

.00

.01<.01

.00

.02

.00

.012*3.77

.305*

.00

.043*

.004*

.2014.41.94

16

11, in Naples, Maine.

* Volumetric measurementHYDROLOGIC DATA FOR THE PRESUMPSCOT RIVER BASIN, CUMBERLAND AND OXFORD COUNTIES, MAINE, 1995 TO 1996


Site number

32.

32a.

33.

34a.

35.

36.

Drainage Stream and location ^osi (mi2)

Muddy River tributary to Sebago Cove: 9.96 USGS station number 01063150 Lat 43°56'59", Long 70°37'44", 20 feet upstream of Kimball Corner Road, 2 miles south of Rte. 302, near Naples, Maine.

Unnamed Tributary to Sebago Cove: .65 Lat 43057'03", Long 70°37'34", downstream end of culvert in Kimball Corner Road, 1 .9 miles south of Rte. 302, near Naples, Maine.

Leavitt Brook tributary to Sebago Cove: .94 Lat 43°56'41 ", Long 70°38'20", downstream end of culvert in Kimball Corner Road, 2.7 miles from Rte. 302, near Naples, Maine.

Crooked River tributary to Songo River: 150 USGS station number 01063100 Lat 43°55'44", Long 70°33'50", 50 feet downstream of Rte. 11 bridge, 1.3 miles north of Rte. 302, at the town line of Casco and Naples, Maine.

Whitney Brook tributary to Sebago Lake: .40 Lat 43°54'57", Long 70°35'25", 50 feet downstream of access road, 1 .7 miles south of Songo Locks near Naples, Maine.

Songo River at Locks tributary to Sebago Lake: 1 1 9 Lat 43°55'55", Long 70°34'43", at bridge on Songo

Date

07/19/95 03/22/96 06/24/96

08/22/95 04/30/96 06/17/96

08/22/95 03/22/96 06/17/96

06/20/95 06/29/95 07/14/95 08/04/95 08/11/9508/17/9508/23/9508/28/9509/01/9510/02/9510/16/9510/24/9510/27/9510/31/9501/12/9604/18/9604/22/9605/21/9606/25/9606/28/9607/15/9608/15/9608/16/9608/29/9609/04/96

08/23/95 04/30/96 06/17/96

04/30/96 06/28/96

Discharge (ft3/s)

7.35 49.8

8.02

.006* 1.53

.24

.001* 3.87

.24

95.5 55.5 41.1 45.2 37.036.225.822.822.724.649.8

234128784114

2700104056821515587679.385.079.557.0

.01 1.32 .28

666 150

Lock Road, upstream of lock, 1.9 miles west of Rte. 302, in Naples, Maine.


TABLE 1 17

Table 1. Location and drainage area of surface-water sites in the Presumpscot River Basin, study area, Maine. Continued[Station locations shown in figures 2 and 3. Continuous flow data, October 1995 to September 1996 for stations 18 and 34a. mi2, square mi; I't3/s, cubic feet per second; --, none or not applicable]

Site number

37.

38.

39.

40.

41.

42.

43.

44.

45.

46.

47.

Stream and location

Dingley Brook tributary to Sebago Lake:Lat43°55'49", Long 70°32'35", downstream end ofculvert in Rigg Road, .2 miles south of Rte. 302, nearSouth Casco, Maine.

Unnamed Tributary to Sebago Lake:Lat 43°55'29", Long 70°32'54", upstream end of culvert in Shore Road, .8 miles south of Rte. 302, nearSouth Casco, Maine.

Unnamed Tributary to Sebago Lake:Lat 43°54'37", Long 70°31'46", downstream end ofculvert in Fire Road #4, .6 miles south of Rte. 302,near South Casco, Maine.

Unnamed Tributary to Sebago Lake:Lat 43°54'40", Long 70°3T 59", downstream end ofculvert in Fire Road #4, .8 miles south of Rte. 302,near South Casco, Maine.

Unnamed Tributary to Sebago Lake:Lat 43°54'38", Long 70°3r31", downstream of culvert in Fire Road #3, .3 miles south of Rte. 302, nearSouth Casco, Maine.

Dingley Brook tributary to Sebago Lake:USGS station number 01063185Lat43°54'30", Long 70°30'51", downstream end ofculvert in Raymond Neck Rd., .4 miles south of Rte.302, near South Casco, Maine.

Unnamed Tributary to Sebago Lake:Lat 43°53'34", Long 70°30'50", 60 feet west of Cas-selton Road, 1 .5 miles south of Rte. 302, near Raymond, Maine.

Unnamed Tributary to Sebago Lake:Lat 43°52'28", Long 70°31 '22", 10 feet upstream ofculvert in Shaw Road, 3.1 miles south of Rte. 302, nearRaymond, Maine.

Unnamed Tributary to Sebago Lake:Lat 43°53'59", Long 70°28'55", downstream end ofculvert in Deep Cove Shore Road, .2 miles south ofRte. 302, near Raymond, Maine.

Panther Run tributary to Sebago Lake:Lat 43°54'05", Long 70°27'55", 120 feet downstreamof Mill Street dam, .2 miles east of Rte. 121, near Raymond Village, Maine.

Hyde Brook tributary to Sebago Lake:Lat 43°52'32", Long 70°27'55", 75 feet downstreamof box culvert in Rte. 302, 3.4 miles northwest of Rte.

Drainage area (mi2)

1.20

.26

.045

.29

.088

5.18

.20

.21

.62

3.1

1.34

Date

08/22/9505/01/9605/29/96

08/22/9505/01/9605/29/96

08/22/9505/01/9605/29/96

08/22/9505/01/9605/29/96

08/22/9505/01/9605/29/96

08/22/9504/22/9606/24/96

08/23/9504/22/9605/29/96

08/23/9504/22/9605/28/96

09/01/9504/22/9605/28/96

07/19/9503/22/9606/24/96

09/01/9503/21/9605/28/96

Discharge (ft3/s)

0.057*6.001.52

.02

.90

.20

.00

.21

.04

.00

.78

.29

<.01.13.06

.5532.7

.12

.08

.38

.22

.00

.77

.19

<.013.04

.93

1.895.911.4

.065.642.29

18

115, in North Windham, Maine.

* Volumetric measurementHYDROLOGIC DATA FOR THE PRESUMPSCOT RIVER BASIN, CUMBERLAND AND OXFORD COUNTIES, MAINE, 1995 TO 1996


Site number

48.

Stream and location

Outlet Brook tributary to Sebago Lake: Lat 43°50'41 ", Long 70°27'21", 25 feet downstream of Sokokis Point Rd., .1 miles south of Whites Bridge Rd., in North Windham, Maine.

Drainage area (mi2)

1.20

Date

05/02/95 08/15/95 05/02/96 05/28/96 08/20/96

Discharge (ft3/s)

0.25 .04 .59 .44 .03

49. Unnamed Tributary to Outlet Brook: .62 08/28/95 .00 Lat 43°51'05", Long 70°26'38", 30 feet downstream of culvert in Angler Road, at outlet of Pettingill Pond, .5 miles east of Rte. 302, in North Windham, Maine.

50. Unnamed Tributary to Tarkill Pond: .29 08/28/95 <.01 Lat 43°50'25", Long 70°26' 11", 10 feet downstream of culvert in Sandbar Road, .4 miles north of Rte. 115, in North Windham, Maine.

51 Unnamed Tributary to Little Sebago Lake: .39 08/28/95 .39 Lat 43°50'59", Long 70°25'54", 5 feet downstream of culvert in Sandbar Road, 1.1 miles north of Rte. 115 in North Windham, Maine.

52. Ditch Brook tributary to Pleasant River: 19.1 Lat 43°50'16", Long 70°25'24", 100 feet below Mill Pond dam, on Rte. 115, .8 miles east of Rte. 302, near North Windham, Maine.

52a. Ditch Brook tributary to Pleasant River: 19.1 07/13/95 1.78Lat 43°50'12", Long 70°25'26", 200 feet upstream of

. Collins Pond, 250 feet south of Rte. 115, near North Windham, Maine.

53 Ditch Brook tributary to Pleasant River: 19.4 07/13/95 4.15Lat 43°49'37", Long 70°25'35", 30 feet downstream 08/11/95 5.28of Collins Pond dam, near North Windham, Maine. Q8/15/95 4.32

08/20/96 8.77

53a. Ditch Brook tributary to Pleasant River: 19.4 7/13/95 2.97 Lat 43°49'26", Long 70°25'44", .2 miles downstream of outlet of Collins Pond, .4 miles west of Varney Mill Road, near North Windham, Maine.

53b. Ditch Brook tributary to Pleasant River: 19.9 08/11/95 6.71 Lat 43°49'03", Long 70°25'35", 175 feet upstream of 08/16/95 6.08 culvert in sandpit access road, .25 miles north of Rte. 302, near North Windham, Maine.

05/02/9505/23/9507/13/9508/15/9503/22/9605/16/96

1.26.70

1.071.66

62.356.6

TABLE 1 19


Site number

54.

56.

57.

58.

Drainage Stream and location area (mi2)

Presumpscot River tributary to Atlantic Ocean: 440Lat 43°49'50", Long 70°27'01 ", 80 feet downstreamfrom Rte. 35 bridge, .7 miles west of Rte. 302, nearNorth Windham, Maine. Discharge does not includeEel Weir Canal flow.

Ditch Brook tributary to Pleasant River: 2.0Lat 43°49'04", Long 70°25'17", .3 miles upstream ofdam at Varney Mill Rd., near North Windham, Maine.

Pleasant River tributary to Presumpscot River: 45.8Lat 43°48'21" , Long 70°24'40", 200 feet downstreamof culvert in Rte. 302, 2.5 miles southeast of NorthWindham, Maine.

Ditch Brook tributary to Pleasant River: 2.5Lat 43°48'23", Long 70°24'39", 150 feet upstream ofculvert in Rte. 302, 2.5 miles southeast of NorthWindham, Maine.

Date

08/28/9501/26/9602/14/9603/28/9608/27/9608/27/9608/27/96

07/13/95

07/14/9503/21/96

05/02/9507/13/9503/22/9605/16/96

Discharge (ft3/s)

92.649.452.7

80378.6

128435

5.71

11.3291.

7.255.83

68.671.7

59. Pleasant River tributary to Presumpscot River: 23.9 07/14/95 3.58 Lat 43°49'14", Long 70°24'14", 10 feet upstream of bridge in William Knight Road, .3 miles northwest of Rlc. 202, near North Windham, Maine.

61. Pleasant River tributary to Presumpscot River: 17.7 05/23/95 3.3 Lat 43°50'04", Long 70°23'05", 150 feet upstream of 07/14/95 1.88 bridge on Brand and Knight Road, .2 miles west of Rte. 202, near North Windham, Maine.

63. Unnamed Tributary to Sebago Lake: .062 Lat 43°45'08", Long 70031'30", downstream of culvert in Pond Road, .1 miles north of Rte. 35, near Sebago Lake Village in Standish.Maine.

63a. Unnamed Tributary to Sebago Lake: .37 Lat 43°47'26", Long 70030'02", 600 feet downstream of Pond Road, 1 mile north of Rte. 35, in Standish, Maine.

64. Otter Brook tributary to Presumpscot River: 1.03 05/02/96 3.08 Lat 43°47'46", Long 70°26'26"", downstream of River Road, .2 miles south of intersection with Windham Center Road, near North Windham, Maine.

08/10/9504/11/9606/18/96

05/02/9606/18/9607/25/96

.00

.32<.01

.80

.03

.11


Table 1. Location and drainage area of surface-water sites in the Presumpscot River Basin, study area, Maine.-Continued[Station locations shown in figures 2 and 3. Continuous flow data, October 1995 to September 1996 for stations 18 and 34a. mi2, square mi; ft3/s, cubic feet per second; --, none or not applicable]

Site Drainage number Stream and location area (mi2)

65. Unnamed Tributary to Presumpscot River: .084 Lat 43°49'40", Long 70°26'40", 100 feet upstream of culvert in Northwood Road, .5 miles south of Rte. 35, near North Windham, Maine.

Collyer Brook tributary to Royal River: 13.8 USGS Station number 01059800 Lat 43°55'03", Long 70°19'02", 50 feet downstream of Rte. 202, 2.4 miles northeast of Gray, Maine. (Royal River Basin)

Date

08/11/95 08/23/95 08/28/95 09/15/9509/18/9509/27/9510/17/9507/11/9607/25/9607/29/9608/15/9608/21/96

09/15/95 09/27/95 10/16/95 10/27/95 01/12/9602/26/9607/11/9607/17/9607/25/9607/29/9608/15/9608/21/96

Discharge (ft3/s)

0.01 .00

<.01 .00.02.01.10.03.06.03

<.01.02

11.4 12.2 13.4 15.6 12.744.216.724.723.121.118.317.6

101. Unnamed Tributary to Crooked River 1.03 08/29/95 .00 Lat 44°19'30", Long 70046'14", upstream end of cul vert in Rte. 35, at intersection with Rte. 5, at Town House in Albany Twp., Maine.

102. Barkers Brook tributary to Crooked River: 2.06 08/29/95 .00 Lat 44°17'58", Long 70°46'37", upstream end of cul vert in Rte. 35 and Rte. 5,4.1 miles north of Lynch- ville in Albany Twp., Maine.

103. Unnamed Tributary to Crooked River: .48 08/29/95 .00 Lat 44°17'14", Long 70°46'33", at culvert in dirt road off Rte. 35/ Rte. 5, 3.3 miles north of Lynchville in Albany Twp., Maine.

104. Flints Brook tributary to Crooked River: .36 08/29/95 .00 Lat 44°16'25", Long 70°46'53"", at culvert in Rte. 35 and Rte. 5, 2.3 miles north of Lynchville in Albany Twp., Maine.

105. Unnamed Tributary to Crooked River:Lat 44°15'53", Long 70°47'18", at culvert in Rte. 35 and Rte. 5,1.5 miles north of Lynchville in Albany Twp., Maine.

.51 08/29/95 .00

TABLE 1 21



Drainage area (mi2)

Discharge Date (ft3/s)

106. Unnamed Tributary to Crooked River: .39 Lat 44°14'45", Long 70°47'09", at culvert in Rte. 357 Rte. 5, .1 miles north of Lynchville in Albany Twp., Maine.

107. Unnamed Tributary to Crooked River: .22Lat 44°14'09", Long 70°46'19", at culvert in Sawn Hill Rd., at North Waterford, Maine.

108. Unnamed Tributary to Crooked River: .67 Lat 44°13'49", Long 70°45'52", at culverts in Rte. 118, .4 miles east of Rte. 35 in Waterford, Maine.

109. Unnamed Tributary to Crooked River: .89 Lat44°13'51", Long 70°45'16", 30 feet downstream of Rte. 118, .9 miles east of Rte. 35, near North Water- ford, Maine.

110. Unnamed Tributary to Crooked River: 1.43 Lat 44°14'44", Long 70°44'14 // , at culvert in Bisbee Town Rd., 1.9 miles east of Rte. 118 in Waterford, Maine.

111. Unnamed Tributary to Crooked River: . 15 Lat 44°14'47", Long 70°43'57", at culvert in Bisbee Town Rd., 2.2 miles east of Rte. 118 in Waterford, Maine.

112. Sampson Brook tributary to Crooked River: 1.28 Lat 44°13'48", Long 70°43'26", at culvert in Rte. 118, 2.5 miles east of Rte. 35 in Waterford, Maine.

113. Swett Brook tributary to Crooked River: 6.34 Lat 44°14'36", Long 70°43'22", at culvert in Bisbee Town Rd., 2.8 miles east of Rte. 118 in Waterford, Maine.

114. Crooked River tributary to Songo River: 6.2 Lat 44°14'24", Long 70°43'05", 40 feet below Hunts Corner Rd., 1 mile north of Rte. 118, near East Water- ford, Maine.

115. Hemlock Brook tributary to Crooked River: .54 Lat 44°13'40", Long 70°42'15", at culvert in Rte. 118, .1 miles east of Hunts Corner Rd. in Waterford, Maine.

116. Crooked River tributary to Songo River: 67.5 Lat 44°13'47", Long 70°42'03", 1 mile upstream of Mclntire Road, at end of Fire Rd #59 off Rte. 118, near East Waterford, Maine.

08/29/95 0.00

08/29/95

08/29/95

09/07/95

08/29/95

08/29/95

08/29/95

08/29/95

.00

.00

.02

.00

.00

.00

.00

08/24/95 3.74

08/29/95 .00

08/24/95 4.46




Drainagearea (mi2) Date

Discharge (ft3/s)

117. Mclntire Brook tributary to Crooked River:Lat 44°13'27", Long 70°41 '00", upstream end of cul vert in Mclntire Rd., .5 miles northeast of Rte. 118, near East Waterford, Maine.

.72 09/07/95 0.02

118. Crooked River tributary to Songo River: 69.1 Lat 44°13'ir, Long 70°41'H", 400 feet downstream of Mclntire Rd., .2 miles northeast of Rte. 118, near East Waterford, Maine.

119. Unnamed Tributary to Crooked River: 4.85 Lat 44°12'46", Long 70°40'49", 40 feet upstream of Rte. 118, at intersection of Rte. 118 and Rte. 37, near East Waterford, Maine.

120. Crooked River tributary to Songo River: 75.7 Lat 440 12'46", Long 70°40'11", .5 miles upstream of Rte. 118 bridge, .5 miles east of Rte. 37, near East Waterford, Maine.

121. Meadow Brook tributary to Crooked River: 6.96 Lat 44°13'3r, Long 70°38'29", downstream end of culvert in Bell Holt Rd., .3 miles northwest of Rte. 118, near East Waterford, Maine

122. Reed Brook tributary to Crooked River: 1.38 Lat 44°13'07", Long 70°39'03", at culvert in Rte. 118, .1 miles west of Shedd Rd. near East Waterford, Maine.

123. Unnamed Tributary to Crooked River: 3.42 Lat 44°10'40", Long 70°37'44", brook from Island Pond at culvert in dirt road off Baker Hill Rd., 2.1 miles east of Temple Hill Rd. in Waterford, Maine

124. Unnamed Tributary to Crooked River: 1.49 Lat 44°09'19 ", Long 70°35'51", brook from Little Pond at culvert in Rte. 117, .4 miles east of Twin Bridges in Otisfield, Maine.

125. Crooked River tributary to Songo River: 99.3 Lat 44°08'37*"1 , Long 70°35'44", 200 feet upstream of Ryefield Bridge Rd., .4 miles east of Stuarts Corner, near Harrison, Maine.

126. Unnamed Tributary to Crooked River: 1.81 Lat 44°07'40 ", Long 70°35'38", downstream end of culvert in Plains Road, 1 mile south of Stuarts Corner, near Harrison, Maine.

127. Crooked River tributary to Songo River: 112 Lat 44003'08*"t , Long 70°36'31", 3 miles downstream of Scribners Mills, off gravel pit access road, near Har rison, Maine.

08/24/95 5.40

09/07/95 .48

08/17/95 11.5

08/30/95

08/30/95

08/30/95

08/17/95

09/07/95

08/17/95

.00

.00

.00

12.4

<.001*

26.2


TABLE 1 23


Site number

128. Unnamed Tribi

Stream and location

litary to Crooked River:

Drainage area (mi2)

.75

Date

08/30/95

Discharge (ft3/s)

0.00Lat 44°02'29 , Long 70°36'34", at culvert in Edes Falls Rd., at intersection with Fogg Rd. in Harrison, Maine.

129. Burgess Brook tributary to Crooked River:Lat 44°00'28", Long 70°34'H", downstream of cul vert on Jugtown Rd., .6 miles north of Edes Falls, near Naples, Maine.

130. Crooked River tributary to Songo River: USGS station number 01062900 Lat 44°00'06", Long 70°34'24", .25 miles upstream of Edes Falls, near Naples, Maine.

1.14

130 08/17/95 25.3


Table 2. Location of test borings, observation wells and screened intervals of wells, Presumpscot River Basin study area, Maine[All wells installed by the USGS, May 1995 to May 1996, unless otherwise noted. Locations shown in figure 2. Altitude of land sur face is in feet above sea level. Wells installed by USGS consist of 2-inch inner diameter polyvinylchloride pipe; slot size of well screens equal to .006 or .010 inch; no data available]

Local identifier

CW1971

CW1972

CW1973

CW 1974

CW1975

CW1977

CW1978

CW1979

CW1980

CW1981

CW1982

CW1983

CW 1984

CW1985

CW1986

CW1987

CW1988

CW1989

CW 1990

CW1991

CW 1992

CW1993

CW1994

CW1995

CW1996

CW1997

CW 1998

Project identifier

ARL-1

BR2-A

BR2-B

BR2-C

WKR-1

CEO-1

VMR-1

CPW-1

MTW-1

FRB-1

CEM-1

SAN-1

CHA-1

CHA-2

TAN-1

KEL-1

PVW-1

MTW-2

ARL-2

TLR-1

BENT-1

BENT-2

NWW-1

DUN-1

WAL-2

WAL-3

WAL-1

USGS identifier

435002070255701

434945070252801

434945070252901

434928070252901

434934070244101

434951070241401

434908070251201

435008070253901

434919070262601

435018070250201

434958070261601

435039070261101

435056070263701

435055070263601

434840070252901

434910070255601

434941070261901

434919070262602

435002070255601

434956070255101

435008070262901

435008070262902

434945070263401

435012070265101

435014070265401

435014070265402

435027070264801

Latitude0 / //

43 49 55

43 49 38

43 49 38

43 49 20

43 49 27

43 49 51

43 49 01

43 50 01

43 49 12

435011

43 49 51

435002

435048

435048

43 49 05

43 49 03

43 49 34

434912

43 49 55

43 49 49

435001

43 50 01

43 49 38

43 50 05

43 50 07

43 50 07

435020

Longitude0 / //

702559

70 25 30

702530

702531

70 24 43

702414

702514

702541

70 26 28

702504

702618

702612

702639

70 26 39

702531

70 25 58

70 26 21

702628

70 25 58

70 25 52

702631

702631

70 26 36

70 26 53

702655

70 26 55

70 26 50

Altitude of land surface

299.8

296.3

296.4

288.5

273.9

243.0

309.1

307.1

312.9

297.5

307.8

295.1

295.1

256.4

303.5

290.6

307.0

299.9

283.3

305.0

305.0

276.7

307.5

300.1

312.0

Screened interval (feet below land

surface)

17-22

72-77

41.6-46.6

47-52

32.5-37.5

22-27

104-109

31-36

44-49

40-45

32-37

120-130

15.5-25.5

73-83

101-111

48-55

14-19

60-80

57-67

37-42

22-27

10-15

22-32

30-35

TABLE 2 25

Table 2. Location of observation wells and screened intervals of wells, Prcsumpscot River Basin, Maine Continued[All wells installed by the USGS, May 1995 to May 1996, unless otherwise noted. Altitude of land surface is in feet above sea level. Wells installed by USGS consist of 2-inch inner diameter polyvinylchloride pipe; slot size of well screens equal to .006 or .010 inch; no data available]

Local identifier

CW1999

CW2000

CW2001

CW 2002

CW 2003

CW 2004

CW 2005

CW 2006

CW 2007

CW 2008

CW 2009

CW2010

CW2011

CW2012

CW2013

CW2014

CW2015

CW2016

CW2017

CW2018

CW2019

Project identifier

KEY-1

SSW-1

MPW-1

FHS-1

UWW-1

TCBY-1

CPW-2

OAK-1

CHA-3

MPW-2

KEY-2

MDW-1

BRW-1

CBW-1

YMCA-1

YMCA-2

YMCA-3

'SHW-l

'B-IOS

'TH-3

'TH-4

USGS Identifier

435026070264101

435041070262301

435131070261401

435045070265701

434946070252301

434927070255101

435008070253902

435013070261501

435040070264501

435131070261402

435022070264102

435018070263201

435014070264901

435004070262101

434527070303501

434531070302001

434544070301401

435000070263701

435146070271801

435136070270801

435136070271201

Latitude0 / //

435019

435034

435124

435045

434946

43 49 27

435008

43 50 13

435040

435131

435026

435018

43 50 14

435004

43 45 27

434531

43 45 44

435000

435146

43 51 36

4351 36

Longitude0 / //

70 26 43

702624

702616

70 26 57

702523

702551

702539

702615

702645

702614

702641

702632

702649

702621

703035

70 30 20

70 30 14

70 26 37

702718

70 27 08

702712

Altitude of land surface

310.8

319.7

309.6

....

316.2

315.0

309.0

313.1

301.4

309.5

310.8

310.7

310.7

307.6

295.0

255.0

250.0

303.6

311.5

325.6

312.8

Screened interval (feet below land

surface)

78-80

40-50

97-127

57-62

38-58

38-48

22-32

14-24

17-27

12-22

22-32

17-27

17-27

92-97

190-200

117-137

....

7.9-12.9

8.1-13.1

'Wells not installed by U.S. Geological Survey.


Table 3. Streamflow for Stony Brook at East Sebago, Maine, (site 18, USGS station number 01063310) October 1995 to September 1996

LOCATION.-Lat 43°51'22", long 70°38'25", Cumberland County, Hydrologic Unit 01060001, on left bank at upstream side of culvert under State Highways 11 and 114, 0.1 mile upstream from the Northwest River and 0.6 mile upstream from mouth.

DRAINAGE AREA.-l .50 mi2.

PERIOD OF RECORD.-Discharge: October 1995 to September 1996.

GAGES.-Water-stage recorder and V-notch sharp-crested wek. Datum of gage is 275.35 ft above National Geodetic Vertical Datum of 1929.

REMARKS. Records fair, including periods of ice effect, Jan. 3, 8-13, and Feb. 18-19. Satellite gage-height telemeter at station.

EXTREMES FOR CURRENT YEAR.-Peak discharges greater than base discharge of 19 ft3/s and maximums (*):

Date Oct. 20 Nov. 8 Nov. 15

Time 1145 1515 1100

Discharge(ft3/*)

233322

Gage height (ft) 5.16 5.51 5.09

Date Apr. 17 July 13

Time 0045 2030

Discharge(ft3/s)*63

22

Gage height(ft)

*6.375.10

Minimum discharge, 0.05 ft3/s, Oct. 1 and 2.

DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1995 TO SEPTEMBER 1996DAILY MEAN VALUES

DAY OCT NOV DEC JAN PEB MAR APR MAY JUL AUG SEP

12345

6789

10

1112131415

1617181920

2122232425

262728293031

TOTALMEANMAXMINCFSMIN.

.06

.06

.06

.09

.08

.56

.31

.28

.26

.24

.21

.221.1.40.38

1.0.22.16.34

5.6

.47

.872.81.41.3

.66

.482.82.4.83.42

26.06.845.6.06.56.65

.35

.56

.99

.771.0

1.01.38.83.61.0

1.35.53.12.9

11

7.05.84.03.63.2

3.63.52.92.52.2

2.11.92.31.61.6---

90.973.03

11.35

2.022.26

1.51.51.41.41.3

1.41.31.21.11.2

1.1.98.90.87.97

.96

.94

.94

.91

.96

.91

.86

.85

.85

.85

.82

.80

.76

.74

.70

.70

31.671.021.5.70.68.79

.70

.69e.69.68.64

.60

.57e.57e.57e.57

e.57e.57e.63.61.60

.57

.59

.621.95.2

4.03.32.63.04.9

3.65.2

127.75.84.5

74.742.41

12.57

1.611.85

3.42.92.62.21.9

1.81.61.71.91.9

1.71.61.41.31.3

1.21.2

el.lel.O

.93

1.66.66.66.66.9

5.44.55.05.2

---

83.032.866.9.93

1.912.06

3.93.32.92.62.4

2.32.22.12.01.8

1.81.82.02.22.9

3.32.92.62.65.0

5.64.53.93.43.5

4.14.13.53.12.82.6

93.73.025.61.8

2.022.32

2.53.83.93.12.2

2.42.21.92.45.5

1.82.92.83.53.5

1434117.25.3

4.23.65.05.74.3

3.76.13.53.72.5---

158.25.27

341.8

3.523.92

3.53.32.94.56.0

3.13.02.82.22.7

4.1136.74.73.9

3.14.83.43.73.3

3.02.62.42.21.8

1.71.61.51.31.41.4

105.63.41

131.3

2.272.62

1.41.41.11 .21.2

1.0.89.87.96.94

.96

.78

.68

.67

.59

.51

.45

.40

.39

.39

.50

.661.9.97

1.0

.66

.52

.43

.36

.35---

24.13.801.9.35.54.60

.37

.29

.32

.84

.57

.40

.32

.36

.45

.73

.46

.345.5

114.2

2.81.5.98.89.95

.721.4.93.34.33

.48

.71

.55

.42

.39

.35

39.891.29

11.29.86.99

.43

.40

.39

.44

.37

.32

.25

.23

.22

.19

.17

.15

.15

.13

.15

.17

.17

.15

.15

.16

.15

.15

.14

.13

.11

.11

.11

.10

.10

.09

.09

6.07.20.44.09.13.15

.08

.10

.10

.09

.08

.08

.08

.09

.10

.10

.09

.09

.13

.20

.16

.14

.13

.14

.11

.10

.09

.10

.17

.12

.14

.12

.11

.11

.12

.10---

3.37.11.20.08.07.08

e Estimated

TABLE 3 27

Table 4. Streamflow for Crooked River near Naples, Maine, (site 34a, USGS station number 01063100) October 1995 to September 1996

LOCATION.--Lat 43°55'44", long 70°33'50", Cumberland County, Hydrologic Unit 01060001, on right bank at downstream side of bridge on State Highway 11.

DRAINAGE AREA.-150 mi2.

PERIOD OF RECORD.~May 1975 to September 1977 (seasonal records only), October 1995 to September 1996.

GAGE.-Water-stage recorder. Datum of gage is 258.31 ft above National Geodetic Vertical Datum of 1929.

REMARKS. Records good, except for periods of ice effect, Dec. 1 to Jan. 19, Feb. 5-21, and Mar. 7-13, and periods of no gage-height record, Oct. 1-2 and 12-16, which are fair. Satellite gage-height telemeter at station.

EXTREMES FOR PERIOD OF RECORD.-Maximum discharge, 2,800 ft3/s, Apr. 18, 1996, gage height, 12.60 ft; minimum discharge, 22 ft3/s, Oct. 3, 1995, gage height, 0.64 ft.

EXTREMES FOR CURRENT YEAR.-Peak discharges greater than base discharge of 1,300 ft3/s and maximums (*):

Date Nov. 16 Jan. 28

Time 0315 1930

Discharge (ft3/s) 1,300 1,720

Gage height (ft) 7.25 8.83

Date Feb. 26 Apr. 18

Time 0330 1630

Discharge(ft3/s)1,940

*2,800

Gage height (ft) 9.63

*12.60

Minimum discharge, 22 ft3/s, Oct. 3, gage height, 0.64 ft.

DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1995 TO SEPTEMBER 1996DAILY MEAN VALUES

DAY OCT NOV DEC JAN FEE MAR APR MAY JUN JUL AUG SEP

12345

6789

10

1112131415

1617181920

2122232425

262728293031

TOTALMEANMAXMINCFSMIN.

e27e25252729

5572726765

60e52e45e43e49

e5249464850

521/10240251214

15612 b212746793729

461614979325.99

1.14

506379428468427

360305404469403

3354167167911030

127011701010793641

5705/17507454402

360329314304286___

16394546

1270286

3.644.07

e251e221e200e!89e208

e!95e!60e!54e!51e!48

e!45e!42e!40e!39e!37

e!36e!35e!34e!33e!35

ol38ti!39e!38e!36e!34

e!32e!30e!28e!26e!24e!22

4700152251122

1.011.17

e!20el!9el!8el!7el!6

el!5el!5el!5el!5el!4

el!4el!4el!4el!3el!3

el!3el!3el!3el 50564

876980933866989

101010201580162016201510

15789509

1620113

3.403.92

1220969814701

e611

e558e521e499e490e483

e460e437e410e393e386

e375e366e359e352e344

e375655

111014901840

1910171014201160___

22418773

1910344

5.155.56

980811715635565

518e466e446e427e404

e377e361e346339363

433470454432484

611654630563515

529606587530480449

16180522980339

3.484.01

441502606587535

489466449434456

463520572587624

7522290270024001710

12901080100011301200

11701000844755725---

27777926

2700434

6.176.89

735752739708691

643560491427397

430905

1030905763

625555498519549

51/1/I 65416366322

290262232216225230

16460531

1030216

3.544.08

218202183174173

191183167197277

303341314264220

183159142132119

113116154196215

222196164140124---

5782193341113

1.281.43

119114110169212

227219186153135

118108139797873

881845740619547

730709571425333

28830/1344319273233

11840382881108

2.552.94

212194183169154

143132123115108

10296938985

8279767371

7068666563

626370767267

312110121262.67.77

6462605856

5451505251

5150536063

7090

11110491

8072676260

59^1 5

535454

___

191763.911150.43.48

e Estimated


Tab

le 5

. Wat

er-s

urfa

ce e

leva

tions

for

lake

s, p

onds

and

str

eam

s, T

own

of W

indh

am, M

aine

, Apr

il 19

95 to

Sep

tem

ber

1996

[--

, wat

er le

vel n

ot m

easu

red]

Wat

er-le

vel,

in f

eet a

bove

sea

-leve

lSi

te n

umbe

r and

st

ream

or p

ond

nam

e

47 48 49 50 51 52 53 54 57 58 59 615! £

64

m 01 ro

Hyd

e B

rook

Out

let B

rook

Petti

ngill

Out

let

Cha

ffin

Pon

d

Petti

ngill

Pon

d

Sand

bar R

d.

Sand

bar R

d.

Litt

le S

ebag

o L

ake

Mill

Pon

d

Ditc

h B

rook

Ditc

h B

rook

Col

lins

Pond

Pres

umps

cot R

.

Plea

sant

Riv

er

Ditc

h B

rook

Plea

sant

Riv

er

Plea

sant

Riv

er

Otte

r B

rook

7/11

19

95

268.

66

274.

82

297.

56

290.

61

298.

16

290.

56

285.

90

285.

89

279.

93

274.

28

267.

49

270.

24

240.

11

173.

68

173.

79

178.

44

198.

01

191.

23

1995

19

905

ll/0'

19&

268.

72

275.

26

~ ~

297.

43

297.

24

297.

25

290.

62

285.

25

285.

51

285.

49

285.

19

279.

05

279.

06

282.

77

275.

87

268.

12

270.

22

270.

20

270.

89

240.

10

174.

36

175.

09

178.

70

198.

23

190.

91

lms

m6

269.

17

--

275.

23

275.

18

297.

78

290.

83

298.

12

290.

70

290.

59

285.

52

285.

44

284.

92

282.

52

281.

87

275.

67

275.

01

268.

12

267.

74

270.

65

239.

68

174.

51

174.

01

174.

58

174.

48

179.

76

198.

64

191.

23

2/22

-2/2

3 19

96

269.

91

275.

27

298.

10 - ~

290.

75

285.

75 ~

282.

28

275.

49

268.

02 - -

175.

33

175.

74 ~

192.

59

4/S-

4//4

19

96

269.

14

275.

07

298.

34

291.

66

298.

97

290.

74

285.

68 ~

282.

29

275.

50

267.

97

270.

27

240.

17

174.

44

174.

77

179.

74

198.

98

190.

94

5/6-

5/7

1996

269.

07

275.

02

297.

98

291.

74

298.

87

290.

78

286.

38

286.

04

281.

06

274.

42

267.

60

269.

76

241.

80

174.

13

174.

32

179.

56

198.

82

190.

99

6/5-

6/6

1996

269.

57

274.

97

297.

84

291.

15

298.

54

290.

75

286.

54

286.

15

282.

20

275.

40

267.

92

270.

17

240.

11

174.

26

174.

64

179.

23

198.

47

191.

13

7/09

-7/1

0 19

96

269.

01

274.

86

297.

70 «

298.

20

290.

69

286.

47

286.

13

281.

72

274.

92

267.

77

270.

50

239.

94

173.

90

174.

09

178.

74

198.

16

190.

99

7/31

-8/1

19

96

268.

92

274.

86

297.

76

290.

74

298.

20

290.

67

286.

46

286.

11

281.

48

274.

64

267.

63

270.

26

241.

42

173.

85

173.

99

178.

75

198.

15

191.

12

9/5-

9/6

1996

268.

82

274.

71 -- -

297.

73

290.

63

286.

09

285.

76

279.

42

274.

50

267.

60

270.

33

240.

16

173.

71

173.

83

178.

44

191.

03

Table 6. Lithologic logs of observation wells and test borings, Presumpscot River Basin study area, Maine [Description of the sediment is in terms of grain-size diameter, in millimeters (mm): gravel, greater than 2.0 mm; very coarse sand, 1.0-2.0 mm; coarse sand, 0.5 -10 mm; medium sand, 0.25-0.5 mm; fine sand, 0.125-0.25 mm; very fine sand, 0.062-0.125 mm; silt, 0.004-0.062 mm; clay, less than 0.004 mm. [fill is foreign material, usually transported to an area. Refusal occurs when either bed rock, compact sediments, or sediments containing large cobbles are encountered. Depth below land surface: All depths are in feet below land surface]

Description of materialDepth

From To Description of materialDepth

From To

CW1971 (ARL-1)Loam................................ 0 - 2Sand, fine silty......................... 2 - 5Sand, coarse to very coarse; pebbles........ 5-10Sand, fine to medium; occasional granules... 10 - 12 Sand, fine to medium.................... 12 - 42No sample ............................ 42 - 47Sand, fine with varying amounts silt

and clay ............................. 47 - 69No sample ............................ 69 - 77Sand, fine to coarse, silty; occasional pebbles 77 - 79 Till, with bedrock fragments .............. 79 - 83Refusal............................... - 83

CW1972 (BR2-A)Gravel, dirty .......................... 0 - 2Sand, medium to coarse; some gravel ...... 2 - 79Till.................................. 79 - 84Refusal............................... - 84

CW1973 (BR2-B)No sample ............................ 0 - 47End of boring.......................... - 47

CW1974 (BR2-C)Sand, medium ......................... 0 - 2Sand, medium to coarse .................2 - 7Sand, fine to medium .................... 7 - 12Sand, fine to medium; occasional pebble .... 12 - 17Sand, fine to medium.................... 17 - 22Sand, fine............................. 22 - 37Sand, medium; pebble................... 37 - 39No sample ............................ 39 - 47Sand, medium to very coarse; broken rockfragments............................ 47 - 49

No sample ............................ 49 - 57Sand, fine to coarse; broken rock fragments.. 57 - 59No sample ............................ 59 - 67Sand, line to coarse ..................... 67 - 69No sample ............................ 69 - 77Sand, fine; pebbles near 79 feet............ 77 - 79No sample ............................ 79 - 87Sand, fine to coarse ..................... 87 - 89No sample ............................ 89 - 97Sand, fine to coarse; granules ............. 97 - 99No sample ............................ 99 - 106Refusal.. ............................. - 106

CW1975 (WKR-1)Sand, medium to fine.................... 0 - 7Clay................................. 7 - 29No sample; till began at 35 feet............ 29 - 37Till.................................. 37 - 39No sample ............................ 39 - 47.5Refusal............................... - 47.5

CW1977 (CEO-1)Till, silly-fine sand cobbly................ 0 - 7Refusal............................... - 7

CW1978 (VMR-1)Sand; silt; clay......................... 0 - 6No sample ............................ 6 - 22Sand, fine to medium.................... 22 - 24No sample ............................ 24 - 27Sand, fine to medium; broken rock......... 27 - 29Refusal............................... - 29

CW1979 (CPW-1)Fill.................................. 0 - 2No sample ............................ 2 - 37Sand, fine to medium.................... 37 - 59No sample ............................ 59 - 97Sand, very fine to fine ................... 97 - 99No sample ............................ 99 - 109Refusal............................... - 109

CW1980 (MTW-1)Sand, fine to medium....................0 - 19No sample (hard layer between27 and 29 feet)......................... 19 - 29Clay, on augers about ................... 30No sample ............................ 30 - 36Refusal............................... - 36


Table 6. Lithologic logs of observation wells and test borings, Presumpscot River Basin study area, Maine, Continued


From ToDescription of material Depth

From To

CW1981 (FRB-1)Loam................................ 0 - 1Sand, medium to coarse; some cobbles/stones 1-27No sample ............................ 27 - 37Sand, fine to medium.................... 37 - 39No sample ............................ 39 - 57Till.................................. 57 - 59Refusal............................... - 59

CW1982 (CEM-1)Sand, medium (probably fill) .............0 - 2Sand, fine to medium....................2 - 7Sand, fine to coarse (silty) ................7 - 9No sample ............................ 9 - 27Clay, silty............................. 27 - 29No sample, drilling change at 35 feet....... 29 - 47Sand, fine to medium (with rock fragments). .47 - 49No sample ............................ 49 - 55Refusal............................... - 55

CW1983 (SAN-1)Sand, fine to medium....................0 - 2Sand, fine to medium (some layering) ...... 2 - 12Sand, medium to coarse; with cobblesat 15 feet ............................. 12 - 17Sand, medium to coarse; without cobbles.... 17 - 22Sand, coarse; with cobbles ............... 22 - 29No sample ............................ 29 - 37Sand, coarse; with rock fragments ......... 37 - 39Refusal............................... - 39

CW1984 (CHA-1)No sample ............................ 0 - 12Sand, coarse........................... 12 - 27No sample ............................ 27 - 130Sand, fine to medium.................... 130 - 132End boring............................ - 132

CW1985 (CHA-2No sample ............................ 0 - 25.5End of boring.......................... - 25.5

CW1986 (TAN-1)Sand, medium......................... 0 - 12Sand, medium" to fine ................... 12 - 17Sand, fine to medium ................... 17 - 19No sample............................ 19 - 37Sand, coarse to fine; pebbles.............. 37 - 39No sample............................ 39 - 57Sand, medium to fine ................... 57 - 59No sample............................ 59 - 83.5Refusal .............................. - 83.5

CW1987 (KEL-1)Sand, coarse to fine; some stones .......... 0 - 27Sand, medium to coarse; rock fragments .... 27 - 29No sample ............................ 29 - 47Sand, medium to coarse; rock fragments .... 47 - 49No sample ............................ 49 - 67Sand, coarse to fine; some pebbles ......... 67 - 69No sample; boney materials at 92 feet...... 69 - 107Sand, coarse to fine..................... 107 - 109Sand, fine; till ......................... 109 - 112Refusal .............................. - 112

CW1988 (PVM-1)Loam; sand, fine to medium; stones ........ 0 - 2Sand, fine to medium; stones ............. 2 - 7Sand, silty; clay lumps .................. 7 - 12Clay................................. 12 - 19No sample............................ 19 - 37Clay; silt; till (end of spoon).............. 37 - 39Till.................................. 39 - 55Refusal .............................. - 55

CW1989 (MTW-2)Sand, fine to coarse..................... 0 - 2Sand, medium to fine ................... 2 - 17Sand, fine to medium; clay at 20 feet ....... 17 - 22No sample ............................ 22 - 25End boring............................ - 25

CW1990 (ARL-2)

No sample (see CW1971)................ 0 - 82End boring............................ - 82

TABLE 6 31



From To Description of material Depth From To

CW1991 (TLR-1)Sand, medium to coarse ................. 0 - 2Sand, coarse to fine; stones............... 2 - 7Sand, coarse to fine; pebbles.............. 7 - 12Sand, fine to coarse; pebbles and stones..... 12 - 39No sample............................ 39 - 47Sand, medium; pebbles.................. 47 - 49No sample; drilling change at 60 feet.......possibly till ........................... 49 - 67Refusal .............................. - 67

CW1992 (BENT-1)Sand, medium to coarse (thin-layer loam atsurface).............................. 0 - 17No sample ........................... 17 - 27Sand, coarse to medium ................. 27 - 28.4Clay................................. 28.4- 29No sample (drilling change at 37 ft.possibly till) .......................... 29 - 42Sand, coarse to fine; interbedded with till.... 42 - 44No sample............................ 44 - 54Refusal .............................. - 54

CW1993 (BENT-2)No sample ........................... 0 - 27End of boring ......................... - 27

CW1994 (NWW-1)Till; interbedded fine to coarse sand, silt,stones................................ 0 - 17Till; clay to silt; sand, fine................ 17 - 20Refusal .............................. - 20

CW1995 (DUN-1)Sand, fine to medium; thin layer of loamat surface ............................ 0 - 27Sand, fine to medium ................... 27 - 29No sample (drilling change at 45 feet)...... 29 - 47Till, sandy ............................ 47 - 49No sample............................ 49 - 52Refusal .............................. - 52

CW1996 (WAL-2)Till, sandy (fine to medium); clay.......... 0 - 15Refusal .............................. - 15

CW1997 (WAL-3)No sample, (see CW1996) ............... 0 - 14End of boring.......................... - 14

CW1998 (WAL-1)Sand, medium to fine.................... 0 - 17Sand, fine; silt and clay .................. 17 - 19No sample ............................ 19 - 27Clay and silt........................... 27 - 29No sample ............................ 29 - 32Sand, medium; rock and broken rock pieces. .32 - 35Refusal............................... - 35

CW1999 (KEY-1)Sand, coarse to fine ..................... 0 - 50No sample ............................ 50 - 57Clay; sand, fine (interbedded)............. 57 - 59No sample (drilling harder about 77 feetpossibly till?).......................... 59 - 80Refusal............................... - 80

CW2000 (SSW-1)Sand, medium to fine; (thin layer of loam)... 0-2 Sand, coarse to fine; with small pebbles ..... 2 - 47Sand, medium to fine.................... 47 - 49No sample (drilling change at 55 feet) ...... 49 - 57Till, sandy ............................ 57 - 70Refusal............................... - 70

CW2001 (MPW-1)Sand, medium to coarse; some stones....... 0 - 27Sand, coarse to fine ..................... 27 - 57No sample (probably fine sand) ........... 57 - 59Sand, fine............................. 59 - 97Sand, fine to coarse (appears layered)....... 97 - 99No sample ............................ 99 - 118No sample (drilling change, clay at 118 feet). 118 - 125No sample (drilling change, till at 125 feet).. 125 - 127Refusal............................... - 127

CW2002 (FHS-1)Loam................................ 0 - 2Sand, medium to fine; stones..............2 - 7Sand, fine to medium; stones..............7 - 9Refusal............................... - 9




From To Description of materialDepth

From To

CW2003 (UWW-1)Sand, medium to coarse, some stones andoccasionally cobbles .................... 0 - 39No sample (drilling change, bony at 59 ft.) .. 39 - 67 Refusal .............................. - 67

CW2004 (TCBY-1)Sand, medium to coarse; some pebbles andstones................................ 0 - 32Sand, fine to coarse..................... 32 - 34Sand, coarse to fine..................... 34 - 59End of boring ......................... - 59

CW2005 (CPW-2)No sample............................ 0 - 47Sand, fine to coarse..................... 47 - 49End of boring ......................... - 49

CW2006 (OAK-1)Sand, medium to coarse; bony stones andcobbles .............................. 0 - 25Sand, medium to coarse ................. 25 - 29No sample............................ 29 - 32End of boring ......................... - 32

CW2007 (CHA-3)Fill.................................. 0 - 4Sand, fine............................. 4 - 22Sand, fine with some medium............. 22 - 24End of boring ......................... - 24

CW2008 (MPW-2)No sample............................ 0 - 27Sand, fine to coarse..................... 27 - 29End of boring ......................... - 29

CW2009 (KEY-2)No sample............................ 0 - 22Sand, fine............................. 22 - 24End of boring ......................... - 24

CW2010 (MDW-1)Sand, medium to coarse ................. 0 - 32Sand, medium to coarse ................. 32 - 34End ofboring ......................... - 34

CW2011 (BRW-1)Sand, fine with some medium............. 0No sample ............................ 20Sand, fine; silt ......................... 27End of boring..........................

CW2012 (CBW-1)Sand, medium to fine.................... 0Sand, very fine......................... 17 -No sample (drilling change bony at 21 feet) ..19 - Till; broken rock fragments............... 27 -End of boring..........................

CW2013 (YMCA-1)Sand, coarse to fine; loam 0-0.5 feetsome pebbles and gravel................. 0Sand, medium to coarse ................. 27 -No sample ............................ 29 -Sand, fine to very fine ................... 47 -No sample ............................ 49 -Sand, very fine to fine some interbeddedmedium sand .......................... 67 -No sample ............................ 69 -Sand, medium to fine, some coarse ........ 97 -End of boring..........................

CW2014 (YMCA-2)Sand, medium to coarse ................. 0Sand, medium to coarse; some stones....... 17 -No sample ............................19 -Sand, medium to coarse;(hard-coarse layer)...................... 37 -No sample ............................ 39 -Sand, medium to coarse; some stones....... 57 -No sample ............................ 59 -Sand, medium to coarse ................. 77 -No sample ............................ 79 -Sand, very coarse to fine ................. 97 -No sample ............................ 99 -Sand, fine to medium; some pebbles(layered) ............................. 117 -No sample ............................ 119 -Sand, fine............................. 147 -No sample ............................ 149 -End of boring..........................

20272929

1719272929

2729474967

699799

100

171937

39575977799799

117

119147149200200

TABLE 6 33


Description of material _, v From To

CW2015 (YMCA-3)Sand, medium to coarse; with stones andpebbles .............................. 0 - 17Sand, medium to coarse ................. 17 - 19No sample............................ 19 - 37Sand, coarse to fine; pebbles.............. 37 - 39No sample............................ 39 - 57Sand, medium to coarse; pebbles and stones .57 - 59No sample............................ 59 - 77Sand, medium to coarse; pebbles and stones .77 - 79No sample............................ 79 - 97Sand, medium to coarse; pebbles and stones .97 - 99No sample; till layer about 145 feet ........ 99 - 147Sand, fine to medium; interbedded till layerbegins at 148 feet ..................... 147 - 149

No sample; drilling hard/easy last 10 feet.... 149 - 157End of boring ......................... - 157


Tab

le 7

. Gra

in-s

ize

dist

ribu

tion

and

sorti

ng o

f aqu

ifer

mat

eria

l in

test

bor

ings

and

obs

erva

tion

wel

ls, P

resu

mps

cot R

iver

Bas

in s

tudy

ar

ea, M

aine

Loc

al

iden

tifie

r

CW

1971

CW

1972

Dep

th o

f int

erva

l sa

mpl

ed (

feet

)

12-1

7

17-1

9

22-2

4

27-2

9

77-7

9

37-3

9

47-4

9

57-5

9

67-6

9

77-7

9

Sam

ple

desc

ript

ion

Sand

, fin

e to

med

ium

Sand

, fin

e to

med

ium

Sand

, fin

e to

med

ium

Sand

, fin

e to

med

ium

Sand

, fin

e to

coa

rse;

occ

asio

nal

pebb

les

Sand

, med

ium

to c

oars

e; s

ome

grav

el

Sand

, med

ium

to c

oars

e; s

ome

grav

el

Sand

, med

ium

to c

oars

e; s

ome

grav

el

Sand

, med

ium

to c

oars

e; s

ome

grav

el

Sand

, med

ium

to c

oars

e; s

ome

90 3.20

3.19

3.68

4.17

4.20

3.25

3.74

2.88

3.33

3.57

Phi (

diam

eter

)1

75 2.42

2.43

3.11

3.46

3.74

2.47

3.00 2.16

2.73

2.78

50 1.90

1.83

2.40

2.89

2.90

1.83

1.94

1.42

2.04

2.07

Deg

ree

of

sorti

ng2

Wel

l

Mod

erat

e

Wel

l

Wel

l

Mod

erat

e

Mod

erat

e

Mod

erat

e

Mod

erat

e

Wel

l

Wel

l

CW

1974

37-3

9

grav

el

Sand

, med

ium

; peb

ble

3.00

2.21

1.48

Mod

erat

e

Tab

le 7

. Gra

in-s

ize

dist

ribu

tion

and

sorti

ng o

f aqu

ifer

mat

eria

l in

test

bor

ings

and

obs

erva

tion

wel

ls, P

resu

mps

cot R

iver

Bas

in s

tudy

ar

ea, M

aine

Con

tinue

do TO 5

Loca

l D

epth

of i

nter

val

Sam

ple

desc

ript

ion

^ id

entif

ier

sam

pled

(fe

et)

o

-

5 C

W19

74 n O TO H m TJ

TO m CA 1 O 9 TO m TO

0

9

CA Z O i 09 |

CW

1975

z o z o o C

W19

78 n O O O Z S

CW

1979

z jn o en O

47-4

9

57-5

9

67-6

9

77-7

9

87-8

9

97-9

9

37-3

9

22-2

4

27-2

9

37-3

9

57-5

9

97-9

9

Sand

, med

ium

to v

ery

coar

se; b

ro

ken

rock

frag

men

ts

Sand

, fin

e to

coa

rse;

bro

ken

rock

frag

men

ts

Sand

, fin

e to

coa

rse

Sand

, fin

e; p

ebbl

es

Sand

, fin

e to

coa

rse

Sand

, fin

e to

coa

rse;

gra

nule

s

Till

Sand

, fin

e to

med

ium

Sand

, fin

e to

med

ium

, bro

ken

rock

Sand

, fin

e to

med

ium

Sand

, fin

e to

med

ium

Sand

, fin

e to

ver

y fin

e

Phi

(dia

met

er)1

90

75

2.98

3.27

3.20

3.04

3.44

3.44

4.14

4.21

4.00

3.88

4.17

3.91

1.87

2.16

2.29

2.05

2.73

2.78

3.15

3.80

3.18

3.26

3.62

3.32

50 0.76

1.10

1.39

1.05

1.90

2.02

1.42

3.12

1.88

2.47

3.04

2.63

Deg

ree

of

sorti

ng2

Mod

erat

e

Mod

erat

e

Mod

erat

e

Mod

erat

e

Mod

erat

e

Mod

erat

e

Poor

Wel

l

Poor

Wel

l

Wel

l

Wel

l

17-1

9Sa

nd, f

ine

to m

ediu

m4.

364.

143.

43W

ell

Tab

le 7

. Gra

in-s

ize

dist

ribu

tion

and

sort

ing

of a

quif

er m

ater

ial i

n te

st b

orin

gs a

nd o

bser

vatio

n w

ells

, Pre

sum

psco

t Riv

er B

asin

stu

dy

area

, Mai

ne C

onti

nued

Loc

al

Dep

th o

f int

erva

l Sa

mpl

e de

scri

ptio

n id

entif

ier

sam

pled

(fe

et)

CW

1981

CW

1982

CW

1983

CW

1984

CW

1986

CW

1987

37-3

9

57-5

9

7-9

47-4

9

27-2

9

37-3

9

130-

132

17-1

9

37-3

9

57-5

9

67-6

9

107-

109

Sand

, fin

e to

med

ium

Till Sand

, fin

e to

coa

rse;

silt

y

Sand

, fin

e to

med

ium

with

roc

k fr

agm

ents

Sand

, coa

rse

with

cob

bles

Sand

, coa

rse

with

roc

k fr

agm

ents

Sand

, fin

e to

med

ium

Sand

, fin

e to

med

ium

Sand

, coa

rse

to f

ine;

peb

bles

Sand

, med

ium

to f

ine

Sand

, coa

rse

to f

ine;

som

e pe

bble

s

Sand

, coa

rse

to f

ine

90 4.10

4.19

4.32

4.13

4.08

4.03

3.97

1.34

3.22

3.24

1.83

3.90

Phi

(dia

met

er)1

75

50

3.42

3.57

4.04

3.34

2.75

2.48

3.25

0.80

2.33

2.30

1.18

2.86

2.85

2.65

3.38

2.09

0.88

0.96

2.43

0.18

1.46

1.63

0.50

1.06

Deg

ree

of

sort

ing2

Wel

l

Poor

Wel

l

Poor

Poor

Poor

Wel

l

Wel

l

Mod

erat

e

Wel

l

Mod

erat

e

Poor

G*

o> X o TO O 0 O o o -n O TO X m -o TO m in C

2 -o in O 2 m XI

> Z O c

2 CO m TO Z O z o O X Tl O TO O O

O c

z m y> Z

m 5 Oi

Tab

le 7

. Gra

m-s

ize

dist

ribu

tion

atnd

sorti

ng o

f aqu

ifer

mat

eria

l in

test

bo r

ings

and

obs

erva

tion

wel

ls, P

iresu

mps

cot R

iver

Bas

in s

tud

area

, Mai

ne C

ontin

ued

Loca

lid

entif

ier

CW

1988

%

CW

1991

CW

1992

CW

1994

CW

1995

/"il

l ri

r\r

\o

Dep

th o

f int

erva

lsa

mpl

ed (

feet

)

37-3

9

17-1

9

37-3

9

47-4

9

42-4

4

17-1

9

27-2

9

47-4

9

Sam

ple

desc

ript

ion

Cla

y; s

ilt;

till

Sand

, fin

e to

coa

rse;

peb

bles

and

ston

es

Sand

, fin

e to

coa

rse;

peb

bles

and

ston

es

Sand

, med

ium

; pe

bble

s

Sand

, coa

rse

to f

ine;

inte

rbed

ded

with

till

Till;

cla

y to

silt

; sa

nd, f

ine

Sand

, fin

e to

med

ium

Till,

san

dy

Phi

(dia

met

er)1

90

75

4.32

4.

05

1.88

0.

93

4.07

2.

45

3.16

1.

67

4.04

2.

35

4.33

4.

08

3.16

2.

44

4.11

2.

80

50 3.44

-.04

0.92

0.52

1.02

2.82

2.08

1.02

Deg

ree

of

sort

ing2

Mod

erat

e

Mod

erat

e

Poor

Poor

Poor

Poor

Wel

l

Poor

o

o

o»32

-34

Sand

, med

ium

; ro

ck a

nd b

roke

n ro

ck p

iece

s4.

072.

881.

45Po

or

Tab

le 7

. Gra

in-s

ize

dist

ribu

tion

and

sorti

ng o

f aqu

ifer m

ater

ial i

n te

st b

orin

gs a

nd o

bser

vatio

n w

ells

, Pre

sum

psco

t Riv

er B

asin

stu

dy

area

, Mai

ne C

ontin

ued

Loc

al

iden

tifie

r

CW

2000

CW

2001

CW

2004

Dep

th o

f int

erva

l sa

mpl

ed (

feet

)

47-4

9

57-5

9

27-2

9

67-6

9

97-9

9

32-3

4

37-3

9

57-5

9

Sam

ple

desc

ript

ion

Sand

, med

ium

to f

ine

Till,

san

dy

Sand

, coa

rse

to f

ine

Sand

, fin

e

Sand

, fin

e to

coa

rse

(app

ears

lay

er

ed)

Sand

, fin

e to

coa

rse

Sand

, coa

rse

to f

ine

Sand

, coa

rse

to f

ine

90 4.18

4.15

3.26

3.58

2.20

2.73

3.43

3.27

Phi (

diam

eter

)1

75 3.70

3.07

2.39

2.62

1.51

1.67

2.78

2.41

50 2.99

1.21

1.58

2.03

0.98

0.99

2.01

1.64

Deg

ree

of

sorti

ng2

Wel

l

Poor

Mod

erat

e

Wel

l

Wel

l

Mod

erat

e

Wel

l

Mod

erat

e

> 00

CW

2005

CW

2006

CW

2007

47-4

9

27-2

9

Sand

, fin

e to

coa

rse

Sand

, med

ium

to c

oars

e

3.26

3.14

2.46

2.28

1.83

1.52

Mod

erat

e

Mod

erat

e

22-2

4Sa

nd, f

ine

with

som

e m

ediu

m4.

364.

143.

61W

ell

Tab

le 7

. Gra

in-s

ize

dist

ribu

tion

and

sort

ing

of a

quif

er m

ater

ial i

n te

st b

orin

gs a

nd o

bser

vatio

n w

ells

, Pre

sum

psco

t Riv

er B

asin

stu

dy

area

, Mai

ne-C

ontin

ued

o 70 § C

W20

08G> 0

o 5 C

W20

09o TO -H m |

CW

2010

c 3? o § C

W20

12m 70

00 1 C

W20

13o c 00 m 50 Z O O O X n O /o o g

CW

2014

c z m 2 z jn 01 3

27-2

9

22-2

4

32-3

4

27-2

9

27-2

9

47-4

9

67-6

9

97-9

9

17-1

9

37-3

9

57-5

9

Sand

, fin

e to

coa

rse

Sand

, fin

e

Sand

, med

ium

to c

oars

e

Till;

bro

ken

rock

frag

men

ts

Sand

, med

ium

to c

oars

e

Sand

, fin

e to

ver

y fin

e

Sand

, ver

y fin

e to

fin

e; s

ome

inte

r-be

dded

med

ium

san

d

Sand

, med

ium

to f

ine,

som

e co

arse

Sand

, med

ium

to c

oars

e: s

ome-

ston

es

Sand

, med

ium

to c

oars

e

Sand

, med

ium

to c

oars

e; s

ome-

ston

es

2.92

4.13

2.44

4.19

2.79

4.31

4.35

4.18

2.49

2.42

3.29

2.13

3.49

1.44

3.22

2.08

4.02

4.12

3.75

1.46

1.72

2.32

1.27

3.10

0.38

0.27

1.34

3.49

3.66

3.15

0.71

1.04

1.48

Mod

erat

e

Wel

l

Mod

erat

e

Poor

Wel

l

Wel

l

Wel

l

Wel

l

Mod

erat

e

Wel

l

Mod

erat

e

77-7

9Sa

nd, m

ediu

m to

coa

rse

3.68

2.49

1.42

Mod

erat

e

Tab

le 7

. Gra

in-s

ize

dist

ribut

ion

and

sort

ing

of a

quif

er m

ater

ial i

n te

st b

orin

gs a

nd o

bser

vatio

n w

ells

, Pre

sum

psco

t Riv

er B

asin

stu

dy

area

, Mai

ne C

ontin

ued

Loca

l D

epth

of i

nter

val

iden

tifie

r sa

mpl

ed (

feet

)

CW

2014

97-9

9

117-

119

147-

149

CW

2015

17-1

9

37-3

9

57-5

9

77-7

9

97-9

9

147-

149

Sam

ple

desc

ript

ion

Sand

, ver

y co

arse

to f

ine

Sand

, fin

e to

med

ium

; so

me

peb

bl

es (

laye

red)

Sand

, fin

e

Sand

, med

ium

to c

oars

e

Sand

, coa

rse

to f

ine;

peb

bles

Sand

, med

ium

to c

oars

e; p

ebbl

es

and

ston

es

Sand

, med

ium

to c

oars

e; p

ebbl

es

and

ston

es

Sand

, med

ium

to c

oars

e; p

ebbl

es

and

ston

es

Sand

, fin

e to

med

ium

; till

90 3.55

3.81

4.16

3.09

2.96

1.36

2.30

2.90

4.18

1 Phi

is th

e ne

gativ

e lo

g (b

ase

2) o

f the

par

ticle

dia

met

er in

mill

imet

ers.

2 Th

e de

gree

of s

ortin

g w

as b

ased

on

the

stan

dard

dev

iatio

n of

the

med

ian

grai

n si

ze o

f phi

gro

ups,

5* DO S VJ

Phi (

diam

eter

)1

75 3.04

3.18

3.68

2.08

2.12

0.96

1.47

2.01

3.43

50 2.31

2.36

3.18

1.12

1.22

0.18

0.78

1.16

2.38

Deg

ree

of

sorti

ng2

Wel

l

Wel

l

Wel

l

Mod

erat

e

Mod

erat

e

Mod

erat

e

Wel

l

Wel

l

Poor

of ea

ch in

divi

dual

sam

ple

(Oln

ey, 1

983)

.

Tab

le 8

. Wat

er le

vels

in

obse

rvat

ion

wel

ls in

the

Pres

umps

cot R

iver

Bas

in s

tudy

are

a, M

aine

.IYDROLO

G

C

DATA

FOR

THE 3 m C rtPSCOT

RIVER 09 Z CUMBERL

>

O Z

O OXFORD

COUNTIES, 2 z m £ 01

0

[ ,

wel

l not

inst

alle

d or

wat

er le

vel

not m

easu

red]

Wat

er le

vel,

in f

eet a

bove

sea

-leve

lLo

cal

iden

tifie

r

CW

197

1

CW

1972

CW

1973

CW

197

4

CW

1975

CW

1978

CW

1979

CW

1980

CW

1981

CW

1982

CW

1983

CW

1984

CW

1985

CW

1986

CW

1987

CW

1988

CW

198

9

CW

1990

CW

1991

Proj

ect

iden

tifie

r

AR

L-1

BR

2-A

BR

2-B

BR

2-C

WK

R-1

VM

R-1

CPW

-1

MTW

-1

FRB

-1

CEM

-1

SAN

-1

CH

A-1

CH

A-2

TAN

-1

KEL

-1

PVW

-1

MTW

-2

AR

L-2

TLR

-1

8/15

- 8/

16

1995

284.

75

267.

39

267.

34

256.

76

247.

85

232.

43

271.

11

290.

27

285.

82

280.

71

291.

12

289.

67

289.

90

243.

37

244.

13

287.

38

292.

93

270.

80

9/1

1995

284.

29

267.

20

267.

18

249.

33

232.

19

271.

04

289.

84

285.

65

280.

43

290.

85

289.

19

289.

19

243.

48

243.

96

287.

01

292.

52

272.

71

270.

62

9/19

19

95

283.

86

267.

13

267.

12

248.

90

232.

09

270.

99

289.

47

285.

53

280.

16

290.

40

288.

85

288.

83

243.

40

243.

83

286.

80

292.

17

272.

59

270.

58

10/5

19

95

283.

57

267.

05

267.

05

248.

93

232.

16

270.

98

289.

27

285.

44

280.

07

290.

27

243.

31

243.

72

286.

69

291.

87

272.

49

270.

49

10/1

7&

10/1

9 19

95

283.

48

267.

32

267.

30

249.

35

232.

89

271.

44

289.

25

285.

44

280.

19

290.

42

288.

79

288.

98

243.

94

243.

74

286.

70

291.

75

272.

36

270.

28

11/2

2 19

95

284.

89

268.

12

268.

09

252.

19

234.

41

271.

84

290.

39

286.

21

281.

25

292.

06

290.

56

290.

73

244.

95

244.

72

287.

65

292.

89

273.

27

271.

12

1/17

- 1/

18

1996

284.

31

267.

29

267.

25

250.

84

232.

49

270.

71

290.

07

286.

68

280.

88

291.

07

290.

47

290.

69

243.

85

244.

61

287.

21

292.

53

272.

59

270.

36

2/22

- 2/

23

1996

285.

93

268.

21

268.

15

251.

57

234.

42

271.

40

291.

18

287.

69

281.

57

292.

00

291.

06

291.

26

244.

77

245.

11

288.

11

293.

64

273.

42

271.

18

4/3

1996

286.

44

268.

12

268.

08

252.

13

234.

49

271.

48

291.

74

288.

61

281.

94

292.

07

291.

28

291.

55

244.

67

245.

42

288.

62

294.

28

273.

71

271.

37

5/6-

5/

7 19

96

287.

78

268.

33

268.

29

252.

36

234.

32

271.

37

292.

92

290.

14

282.

56

292.

70

291.

39

291.

65

244.

62

245.

82

289.

70

295.

61

274.

29

271.

78

6/5-

6/

6 19

96

287.

69

268.

29

268.

25

251.

40

233.

98

271.

53

292.

76

290.

49

282.

05

292.

24

290.

70

290.

97

244.

70

245.

78

289.

66

295.

73

274.

13

271.

52

7/9-

7/

10

1996

286.

64

267.

99

267.

96

250.

85

233.

37

271.

54

291.

95

290.

04

281.

29

291.

34

290.

00

290.

18

244.

09

245.

17

288.

90

294.

84

273.

65

271.

28

7/31

- 8/

1 19

96

286.

93

267.

96

267.

92

251.

03

233.

53

271.

46

292.

04

290.

17

281.

27

291.

53

290.

24

290.

43

244.

20

245.

14

288.

65

294.

91

273.

70

271.

31

9/5-

9/

6 19

96

285.

64

267.

57

267.

53

249.

68

232.

41

271.

23

290.

96

289.

70

280.

46

290.

66

288.

79

288.

75

243.

69

244.

57

287.

70

293.

84

273.

15

270.

89

Tab

le 8

. Wat

er le

vels

in o

bser

vatio

n w

ells

in th

e Pr

esum

psco

t Riv

er B

asin

stu

dy a

rea,

Mai

ne C

ontin

ued

[ ,

wel

l not

inst

alle

d or

wat

er le

vel n

ot m

easu

red]

Loca

l id

entif

ier

CW

1992

CW

1993

CW

1994

CW

1995

CW

1998

CW

1999

CW

200

0

CW

200

1

/~i\\7

onn

"?

CW

200

4V

^ T

V

4*\J

\J^

/~>\T7

onn

^

CW

200

6

c*\u

onn

*7

/~>

TT

7 O

nn.2

CW

200

9

rw 20

1 ov^

TV

^w

I \J

=n C

W20

11^>

\-

f "

» -w

Vy

i. i

.

09 »

CW

201

2

Wat

er le

vel,

in f

Proj

ect

2/15

. 10

/17&

1/

17-

iden

tifie

r 8/

16

9/1

9/19

10

/5

"*

11/2

2 17

1/

J£

1995

19

95

1995

^9

5

1995

^9

5

BEN

T1

292.

35

291.

81

291.

59

291.

37

291.

55

293.

79

292.

13

BEN

T2

295.

25

294.

88

294.

57

294.

41

294.

47

296.

05

295.

04

NW

W1

274.

44

273.

46

272.

71

273.

14

275.

08

276.

81

276.

07

DU

N-1

29

3.20

29

2.80

29

2.55

29

2.36

29

2.25

29

3.47

29

3.35

WA

L-1

294.

71

293.

28

292.

68

292.

09

292.

45

304.

43

295.

05

KEY

-1

288.

81

288.

13

287.

82

287.

55

287.

70

292.

47

288.

82

SSW

-1

291.

78

292.

22

291.

34

291.

23

291.

30

292.

32

291.

85

MPW

-1

294.

56

294.

32

294.

00

293.

82

293.

53

295.

03

294.

66

uww

iT

PR

V1

OA

K-1

__

__

_

__

- _

__

PTJA

a

__

__

__

__

__

__

__

MPW

-2

----

-

MD

W1

BR

W-1

PR

W 1

YM

CA

-1

- __

_

_

__

__

__

__

eet a

bove

sea

-leve

l

2/22

- 5/

6-

6/5-

2/

23

5/7

6/6

1996

19

96

1996

293.

27

293.

75

294.

43

293.

91

296.

06

296.

58

297.

26

296.

93

276.

64

276.

56

276.

11

294.

47

295.

00

295.

96

295.

48

301.

64

304.

24

305.

81

301.

17

290.

93

292.

10

293.

02

291.

42

292.

50

292.

79

293.

36

292.

90

295.

50

295.

77

296.

05

295.

58

__

__

__

271

44

265.

95

__

_

_

__

27

4 38

* *

I i

. *^O

one

oo

292.

71

296.

10

__

_

_

__

29

9 17

__

_

_

__

29

5 90

4 *SU

S\J

702 0

^

__

__

__

794

07

7/9-

7/10

19

96

293.

03

296.

03

275.

60

294.

47

295.

05

289.

17

292.

13

294.

82

271

23-t ̂

/ A

n£*

J

O/C

C It

773 2

3

295

214

*S

*J *

*-l

1-

797

00

295.

65

702 3

7

one 3

0

702 H

7

293.

10

cc c

t a

7/31

- 8/

1 19

96

293.

14

296.

21

275.

46

294.

53

296.

42

289.

77

292.

14

294.

88

271

25-U

/ i n

UU

2653

9

773 0

2

2952

94-

i S *

J *+

* S

292.

10

295

55^fX

*J

» _

' _

'

702 3

^

295

51J.

*SU

*u L

702 3

2

293

07

9/5-

9/

6 19

96

292.

11

295.

17

273.

29

293.

61

293.

07

288.

21

291.

51

294.

03

270

94

264

84_

__

-U".O

^

273

424

-1

1 ^J »

~4*

294

62X

'x'^

.VJZ

/

291.

48

295

22*-i

,S *

J

*-/

+*

OQ

/r

OC

294

74

om

A/C

292

19

_r_r

AA

<1

Tab

le 8

. Wat

er le

vels

in o

bser

vatio

n w

ells

in th

e Pr

esum

psco

t Riv

er B

asin

stu

dy a

rea,

Mai

ne C

onti

nued

[ ,

wel

l not

inst

alle

d or

wat

er l

evel

not

mea

sure

d]

HYDROLOGIC

DATA

FOR

THE

PRESUMPSCOT

2 TO CD to N, CUMBE

R

0 0 g O TO

O O

O c

Loca

l id

entif

ier

CW

201

4

CW

2015

CW

2016

CW

2017

CW

2018

CW

2019

Wat

er le

vel,

in f

eet a

bove

sea

-leve

l

Proj

ect

8/15

. 10

/n&

i/

n-

2/22

- ...

5/6-

6/

5-

iden

tifie

r 8/

16

9"

9/19

10

/5

10/1

9 11

/22

1/18

2/

23

4/3

5/7

6/6

1 Q

QS

1QQ

S 1

QQ

S iv

/17

1Q

CK

1

/10

zv

.t_>

1 Q

QA

1995

19

95

1996

19

96

1996

19

96

YM

CA

-2

_

- _

-

_

_

__

__

YM

rA-3

_

__

SHW

-1

__

__

_

_

__

__

__

__

__

__

__

299

58L

jAJ.

TT

A

£

*,/

**

**J\

J

B-1

03

302.

87

302.

53

301.

43

301.

98

302.

23

305.

65

304.

14

306.

08

306.

31

306.

43

305.

83

TH-3

30

7.93

30

6.05

30

5.11

30

4.55

30

4.75

31

0.01

30

8.03

30

9.82

31

0.11

31

0.18

30

9.59

TH-4

30

6.67

30

5.78

30

4.82

30

4.25

30

4.46

30

9.70

30

7.76

30

9.78

30

9.82

30

9.93

30

9.33

7/9-

7/

10

1996

17.5

2a

13.5

3a

296.

94

303.

96

307.

85

307.

54

7/31

- 8/

1 19

96

17.1

2a

13.0

2a

297.

87

304.

22

308.

10

307.

81

9/5-

9/

6 19

96

17.8

7a

13.8

9a

294.

94

302.

84

306.

27

305.

99

a. T

ape-

dow

n re

adin

g fr

om m

easu

ring

poi

nt o

n to

p ed

ge o

f cas

ing

to w

ater

sur

face

.

Table 9. Water levels for recording observation well CW1980 in the Presumpscot River Basin study area, Maine[USGS identifier - 434919070262601; --, no data or not computed]

DEPTH BELOW LAND SURFACE (WATER LEVEL) (FEET), WATER YEAR OCTOBER 1995 TO SEPTEMBER 1996DAILY MEAN VALUES

DAY OCT NOV DEC JAN FED MAR APR MAY JUN JUL AUG SKI-

12345

6789

10

1112131415

1617181920

2122232425

262728293031

MAXMIN

---

_________

____________

____-_

______

______

14.9114.9114.91

14.9114.9214.9214.9114.91

14.8914.8914.8714.8614.8514.83

______

14.81 14.7914.7614.7414.73

14.7014.6714.6514.6314.61

14.5914.5514.5214.4814.44

14.3814.2714.1414.0113.92

13.8413.7713.7113.6813.65

13.6213.5913.5613.5513.54

___

14.8113.54

13.52 13.5213.5113.5113.52

13.5013.5113.5313.5313.53

13.5413.5713.6013.6113.62

13.6413.6513.6613.6713.68

13.6813.7013.7213.7413.75

13.7613.7913.8113.8313.8513.86

13.8613.50

13.88 13.9013.9113.9313.95

13.9713.9914.0014.0214.04

14.0614.0714.0814.1014.12

14.1514.1414.1414.1314.09

13.9913.9213.8713.8313.81

13.7613.7013.5813.4313.3113.23

14.1513.23

13.18 13.1413.1013.0813.07

13.0513.0413.0212.9912.99

12.9712.9812.9812.9913.00

13.0113.0013.0413.0813.09

13.0713.0212.9212.8512.81

12.7912.7712.7412.73

___

13.1812.73

12.73 12.7212.7012.7112.69

12.6812.6812.6612.6912.73

12.7212.7012.7112.7012.70

12.7212.7212.7212.7212.69

12.6612.6312.6112.5912.56

12.5312.5112.4812.4612.4412.42

12.7312.42

12.41 12.3912.3812.3712.37

12.3712.3712.3612.3512.36

12.3312.3412.3512.3712.36

12.3712.3312.2311.9511.65

11.4311.2911.2111.1311.08

11.0611.0211.0111.0211.02

12.4111.01

11.00 10.9911.0011.0211.01

11.0311.0411.0411.0711.04

11.0211.0011.0110.9710.93

10.8810.8410.8110.7810.75

10.7310.7410.7510.7510.76

10.7610.7710.7810.7810.8110.84

11.0710.73

10.88 10.9110.9210.9310.96

10.9811.0011.0311.0711.08

11.1011.1311.1511.1811.21

11.2511.2711.3011.3311.34

11.3711.4011.4211.4511.47

11.5011.5311.5611.5811.60

---

11.6010.88

11.62 11.6511.6711.6911.73

11.7611.7811.8011.8211.86

11.9011.9211.9211.7711.56

11.4411.3811.3611.3411.36

11.4111.4511.4811.5211.55

11.5811.6211.6611.7011.7311.75

11.9211.34

11.77 11.8011.8411.8711.91

11.9411.9711.9912.0112.04

12.0812.1112.1412.1712.20

12.2312.2512.2812.3212.35

12.3712.4012.4312.4612.49

12.5212.5512.5812.6112.6412.67

12.6711.77

12.71 12.7412.7712.0012.82

12.8512.8812.9112.9312.96

12.9913.0113.0313.0513.08

13.1013.1213.1413.1613. IB

13.2113.2313.2513.2713.29

13.3213.3413.3613.3713.40

---

13.4012.71

10

UJ8 "DC

CO

9 12

B!LUZ CQ

13

14o:

15 15

16

I > ' I

O N 0 1995

J F M

WATER YEAR 1996

A M J 1996

297

296

295

294

293

292

291

zo

<Q

LU< LUO" F zo: LU J>

<0

TABLE? 45

Table 10. Water levels for recording observation well CW1983 in the Presumpscot River Basin study area, Maine(USGS identifier - 435039070261101; , no data or not computed]


DAY OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP

12345

6789

10

11121314l!i

1617181920

2122232425

262728293031

MAXMIN

1616161616

16 16

161616

16161616

--- 16

1616

17.39 1617.40 1517.40 15

17.39 1517.35 1517.2917.2517.22

17.2117.1917.1717.1117.0617.02

___

14.5

Ul"

^ 15.0u. CCw9 15.5

|tD

LEVEL BELCIN R 55 55

tf> b

DC

S§ 17.0

17.5

.

-

,

0

.99

.96

.92

.88

.84

.82

.79

.76

.71

.68

.64

.59

.53

.46 ---

.36

.21

.09

.00

.92

.86

.80

.75

______ ___

___ ______

___ ___--- ---

___ ___

1 l

/N D1995

15.5315.5115.5115.5315.56

15.5915.6315.6515.6615.70

15.7215.7515.7915.8215.86

15.8915.9115.95

16.73 16.0016.51 16.03

16.41 16.0516.37 15.9316.34 15.8016.32 15.7116.26 15.64

16.20 15.6116.16 15.6015.91 15.5815.72 15.5815.6115.55

16.0515.51

l i

rt i

J F

15.6015.6015.6215.6715.70

15.7215.7515.7715.8115.85

15.8715.8815.9015.9115.91

15.8815.8815.9015.9115.86

15.7715.7415.7215.7215.72

15.7115.7215.7115.7115.7115.72

15.9115.60

J^s/\/

15.7315.7315.7215.7215.74

15.7515.7615.7715.7815.79

15.7715.7715.7615.7515.74

15.7315.7015.3715.1114.93

14.8014.7214.6814.6514.64

14.6814.7114.7714.8214.87

---

15.7914.64

1 l

j\

l iMAM

1996

14.8914.9214.9715.0115.03

15.0515.0815.11

-

___-__

-__---

_________

___-_____

---

_______._

-__---

___

\i

J

______

15.6015.6215.6515.6915.71

15.7415.7715.8015.8315.87

15.9115.9415.9716.0116.05

16.0816.1016.1216.1416.15

16.1716.2016.2216.2516.27

---

___

\J A

16.29 16.3116.31 16.3216.33 16.3516.34 16.3716.36 16.40

16.38 16.4316.40 16.4616.42 16.4816.43 16.5016.44 16.53

16.47 16.5516.49 16.5816.49 16.6016.23 16.6316.12 16.66

16.05 16.6816.02 16.7016.00 16.7315.99 16.7515.99 16.78

16.01 16.8016.06 16.8316.09 16.8516.11 16.8716.13 16.90

16.15 16.9216.17 16.9516.20 16.9716.23 16.9916.25 17.0116.29 17.04

16.49 17.0415.99

1

-

-

iS

16.31

293.5

293.0

292.5

292.0

291.5

291.0

290.5

17.0717.0917.1117.1317.15

17.1717.1917.2117.2217.24

17.2517.2617.2717.2717.27

17.2717.2617.2617.2617.27

17.2817.2817.2917.3017.31

17.3117.3217.3317.3417.34

---

17.3417.07

08!§^zO>1

<Q

UJO "-Fzoc LU J> UJ 0

WATER LEN GEODETI

WATER YEAR 1996


Table 11. Water levels for recording observation well CW1993 in the Presumpscot River Basin study area, Maine[USGS identifier - 435008070262902; , no data or not computed]


DAY OCT NOV DEC JAN FEE MAR APR MAY JUN JUL AUG SEP

12345

6789

10

1112131415

1617181920

2122232425

262728293031

MAXMIN

--- 10.22 8.95 9.66 --- 8.56--- 10.18 9.00 9.67 --- 8.55--- 10.14 9.04 9.69 8.55--- 10.10 9.06 9.72 --- 8.62

10.07 9.10 9.75 8.66

10.03 9.11 9.77 8.69--- 9.99 9.13 9.79 --- 8.73--- 9.94 9.17 9.80 --- 8.74--- 9.91 9.18 9.83 --- 8.80--- 9.88 9.17 9.85 --- 8.86

9.83 9.21 9.88 8.889.78 9.24 9.90 8.90

--- 9.74 9.28 9.91 8.92--- 9.67 9.30 9.93 --- 8.92--- 9.58 9.32 9.96 --- 8.90

--- 9.39 9.34 9.99 --- 8.83 - 9.22 9.36 10.00 8.79

10.55 9.13 9.38 10.02 8.7810.58 9.07 9.40 10.02 8.7710.60 9.02 9.41 8.70

10.61 8.98 9.42 --- 8.5910.55 8.96 9.45 8.5510.49 8.96 9.47 8.83 8.5310.44 8.96 9.49 8.76 8.5310.41 8.94 9.51 8.69 8.53

10.39 8.92 9.53 --- 8.64 8.5110.37 8.92 9.55 --- 8.62 8.5010.36 8.92 9.58 8.59 8.4910.32 8.95 9.61 8.57 8.4810.29 8.96 9.63 --- 8.4910.25 9.64 8.49

10.22 9.64 8.92--- 8.92 8.95 --- --- 8.48

7-° : i i | i i i

IP '

i 8.0 ' COQ '

-J 9.0 - /y"\ C0~ / ^\_l / ^v

^ 9' 5 '~ I ^sE / \V± 10.0 - / N.

10.5 - J

11 n ' I 1 1 1 1 1

8.49 7.58 7.92 8.82 8.84 9.768.49 7.62 7.95 8.84 8.86 9.788.48 7.66 7.99 8.86 8.90 9.798.48 7.69 8.01 8.87 8.93 9.838.51 7.71 8.04 8.90 8.96 9.85

8.55 7.73 8.08 8.93 8.99 9.888.57 7.75 8.11 8.96 9.02 9.918.59 7.76 8.15 8.97 9.05 9.948.61 7.79 8.19 8.99 9.07 9.958.59 7.79 8.22 9.01 9.11 9.96

8.62 7.78 8.25 9.05 9.14 9.958.64 7.71 8.29 9.08 9.18 9.988.64 7.64 8.32 9.06 9.20 9.998.60 7.57 8.35 8.84 9.23 9.988.56 7.53 8.39 8.70 9.27 9.99

8.49 7.51 8.44 8.62 9.30 10.007.93 7.50 8.47 8.57 9.32 10.027.56 7.51 8.50 8.55 9.35 10.027.44 7.51 8.54 8.52 9.39 10.037.38 7.50 8.56 8.50 9.42 10.05

7.34 7.51 8.59 8.53 9.45 10.077.33 7.56 8.61 8.57 9.48 10.097.31 7.60 8.63 8.60 9.50 10.097.32 7.65 8.65 8.63 9.53 10.117.37 7.69 8.67 8.66 9.57 10.12

7.38 7.72 8.69 8.67 9.60 10.147.44 7.75 8.72 8.69 9.63 10.167.50 7.78 8.75 8.73 9.66 10.177.54 7.81 8.77 8.76 9.68 10.177.56 7.84 8.80 8.78 9.72 10.20

7.88 8.82 9.74

8.64 7.88 8.80 9.08 9.74 10.207.31 7.50 7.92 8.50 8.84 9.76

i i i i i cfyo.u

l\ r\ ~ 297- 5 $o>\ / \ " Jz \J \ ; Oo>

\ - 297.0 <£

\ ' >3

\ /\ " 296 ' 5 §<

\j \ - 296.0 £0 \ ^F\ ; zee\ - 295.5 _j>

^-\- 295.0 £% ^ LLjO

- 294.5 |°

ONDIJFMAMJ J AS1995 1996

WATER YEAR 1996

TABLE 11 47

Table 12. Chemical analyses of ground water and surface water, Presumpscot River Basin study area, Maine. [Concentrations are given in milligrams per liter. Specific conductance is in microsiemens per centimeter at 25 degrees Celsius. pH is in standard units. A less-than sign (<) indicates that the median value was less than the detection limit shown; -, not analyzed]

Local identifier or site number

Project identifier or stream name

Date TimeSpecific

conductance, Held

Specific conductance,

lab

pH, Field

pH, lab

Alkalinity, field

(as CaC03)

Alkalinity, lab

(as CaCO3)

Ground-water (wells)

CW1973

CW1980

CW1981

CW1983

CW1984

CW1985

CW1987

CW1991

CW1993

CW 2000

CW 2003

CW 2004

CW 2005

CW 2006

CW 2008

CW 2009

CW2010

CW2011

CW2013

CW2014

CW201 5

BR2-B

MTW-1

FRB-1

SAN-1

CHA-1

CHA-2

KEL-1

TLR-1

BENT-2

SSW-1

UWW-1

TCBY-1

CPW-2

OAK-1

MPW-2

KEY-2

MDW-1

BRW-1

YMCA-1

YMCA-2

YMCA-3

May 14, 1996

May 14, 1996

May 14, 1996

May 15, 1996

May 13, 1996

May 13, 1996

May 21, 1996

May 15, 1996

May 14, 1996

May 15, 1996

May 14, 1996

Aug22, 1996

Aug21, 1996

Aug22, 1996

Aug22, 1996

Aug20, 1996

Aug21, 1996

Aug21, 1996

Aug20, 1996

Aug 15, 1996

Aug 1 4, 1 996

Aug 15, 1996

1150

1530

1040

1110

1230

1420

1651

0855

1330

0955

0850

1100

1230

1320

1200

1500

1050

0930

1555

1650

1350

1445

161

140

171

78

157

73

69

145

316

21

487

122

78

162

299

98

68

104

31

71

47

63

158

142

171

99

160

74

72

214

320

40

490

126

90

160

304

99

81

105

55

58

98

65

7.0

6.4

6.0

7.1

6.7

6.2

6.2

7.4

7.2

6.3

6.0

6.4

5.7

6.1

5.8

5.4

5.9

5.5

5.6

6.1

6.0

6.0

6.8

6.4

6.2

6.7

6.7

6.3

6.3

7.3

6.7

6.4

6.1

6.4

5.9

6.0

5.8

5.6

5.9

5.8

5.8

5.7

6.6

6.4

35

27

20

37

48

16

12

46

77

14

71

17

14

25

11

6

6

8

6

14

12

13

38

19

19

27

55

18

13

39

62

11

91

19

17

28

13

6.8

6.8

10

7.8

6.4

14

15

Surface-water

34a

18

52

53

58

48

Crooked R.

Stony Brook

Ditch Brook

Ditch Brook

Ditch Brook

Outlet Brook

May 21, 1996

Aug 15, 1996

May 21, 1996

May 16, 1996

Aug 20, 1996

May 16, 1996

Aug 20, 1996

1500

1125

1030

1040

1015

1500

1130

43

52

56

48

83

56

151

45

54

57

50

83

58

154

6.5

6.3

5.4

7.0

7.4

7.4

6.8

6.5

6.7

6.4

6.8

6.6

7.3

6.6

5

8

1.0

10

20

11

28

6.3

11

2.3

12

21

13

30


Table 12. Chemical analyses of ground water and surface water, Presumpscot River Basin study area, Maine- Continued[Concentrations are given in milligrams per liter. Specific conductance is in microsiemens per centimeter at 25 degrees Celsius. pH is in standard units. A less-than sign (<) indicates that the median value was less than the detection limit shown; --, not analyzed]



Date TimeCalcium, dissolved (asCa)

Magnesium, dissolved (asMg)

Sodium, dissolved (asNa)

Sodium, adsorption

Sodium, percent


CW1973

CW 1 980

CW1981

CW 1 983

CW 1 984

CW 1 985

CW 1 987

CW1991

CW1993

CW 2000

CW 2003

CW 2004

CW 2005

CW 2006

CW 2008

CW 2009

CW2010

CW2011

CW2013

CW2014

CW2015

BR2-B

MTW-1

FRB-1

SAN-1

CHA-1

CHA-2

KEL-1

TLR-1

BENT-2

SSW-1

UWW-1

TCBY-1

CPW-2

OAK-1

MPW-2

KEY-2

MDW-1

BRW-1

YMCA-1

YMCA-2

YMCA-3

May 14, 1996

May 14, 1996

May 14, 1996

May 15, 1996

May 13, 1996

May 13, 1996

May 21, 1996

May 15, 1996

May 14, 1996

May 15, 1996

May 14, 1996

Aug22, 1996

Aug21, 1996

Aug22, 1996

Aug 22, 1 996

Aug 20, 1 996

Aug 21, 1996

Aug 21, 1996

Aug 20, 1 996

Aug 15, 1996

Aug 14, 1996

Aug 15, 1996

1150

1530

1040

1110

1230

1420

1651

0855

1330

0955

0850

1100

1230

1320

1200

1500

1050

0930

1555

1650

1350

1445

19

12

9.6

8.2

18

4.7

4.1

21

38

3.8

48

11

5.6

8.8

16

6.9

7.0

11

5.8

3.1

7.2

4.6

2.9

2.6

2.0

2.6

3.7

1.1

.95

3.7

4.0

.38

9.2

2.5

1.2

1.9

2.4

1.8

.76

1.2

.38

.92

1.9

1.3

4.9

8.1

14

5.3

5.6

7.1

7.0

8.3

15

1.6

30

5.6

8.8

17

32

6.6

4.4

3.9

2.3

4.4

6.3

4.2

0.3

0.6

1

.4

.3

.8

.8

.4

.6

.2

1

.4

.9

1

2

.6

.4

.3

.2

.6

.5

.4

15

29

44

26

16

47

50

20

22

21

29

23

49

54

55

36

29

20

23

43

33

33

Surface-water

34a

18

52

53

58

48

Crooked R.

Stony Brook

Ditch Brook

Ditch Brook

Ditch Brook

Outlet Brook

May 21, 1996

Aug 15, 1996

May 21, 1996

May 16, 1996

Aug 20, 1996

May 16, 1996

Aug 20, 1996

1500

1125

1030

1040

1015

1500

1130

2.8

3.7

1.5

4.3

8.2

5.1

11

.53

.71

.35

.67

1.1

.77

1.8

4.1

4.6

8.0

3.5

5.5

4.0

15

.6

.6

2

.4

.5

.4

1

48

44

76

35

32

34

47

TABLE 12 49




Date TimePotassium, dissolved

(asK)

Sulfate, dissolved (as SO4)

Chloride, dissolved

(asCl)

Fluoride, Bromide, dissolved dissolved

(as F) (us Br)


CW1973

CW1980

CW1981

CW1983

CW 1 984

CW1985

CW1987

CW1991

CW1993

CW 2000

CW 2003

CW 2004

CW 2005

CW 2006

CW 2008

CW 2009

CW2010

CW2011

CW2013

CW2014

CW2015

BR2-B

MTW-1

FRB-1

SAN-1

CHA-1

CHA-2

KEL-1

TLR-1

BENT-2

SSW-1

UWW-1

TCBY-1

CPW-2

OAK-1

MPW-2

KEY-2

MDW-1

BRW-1

YMCA-1

YMCA-2

YMCA-3

May 14, 1996

May 14, 1996

May 14, 1996

May 15, 1996

May 13, 1996

May 13, 1996

May 21, 1996

May 15, 1996

May 14, 1996

May 15, 1996

May 14, 1996

Aug 22, 1996

Aug 21, 1996

Aug 22, 1996

Aug 22, 1996

Aug 20, 1996

Aug 21, 1996

Aug 21, 1996

Aug 20, 1996

Aug 15, 1996

Aug 14, 1996

Aug 15, 1996

1150

1530

1040

1110

1230

1420

1651

0855

1330

0955

0850

1100

1230

1320

1200

1500

1050

0930

1555

1650

1350

1445

2.1

1.9

4.8

1.4

1.8

.70

.80

4.6

2.8

1.7

2.5

3.0

.70

1.2

5.2

.40

2.1

1.7

.60

.80

1.3

1.3

20

6.8

21

2.1

4.8

2.4

3.4

24

31

5.1

9.2

15

4.0

5.6

14

1.2

2.8

2.9

2.5

3.1

4.4

5.8

11

12

22

12

11

10

11

21

38

1.4

41

10

9.0

18

58

17

6.7

13

4.9

9.7

15

5.8

0.2 0.02

<.10 .020

<.10 .020

.20 .020

<.10 .020

<.10 <.010

<.10 <.010

.20 .030

.20 .22

<.10 <.010

.10 .12

<.10 .010

<.10 .010

<.10 .020

<.10 .040

<.10

<.10 .040

<.10 .030

<.10 .020

<.10 .060

<.10 <.010

<.10 <.010

Surface-water

34a

18

52

53

58

48

Crooked R.

Stony Brook

Ditch Brook

Ditch Brook

Ditch Brook

Outlet Brook

May 21, 1996

Aug 15, 1996

May 21, 1996

May 16, 1996

Aug 20, 1996

May 16, 1996

Aug 20, 1996

1500

1125

1030

1040

1015

1500

1130

.40

.60

.30

.50

.70

.70

1.0

2.9

2.8

2.8

3.8

4.7

4.3

3.7

5.8

6.5

12

5.1

9.0

5.9

23

<.10

<.10

<.10

<.10

<.10

.10

.10





Date TimeSilica,

dissolved (as Si02)

Nitrogen, N02+ N03

dissolved(35 N)

Nitrogen, ammonia dissolved

(35 N)

Nitrogen, nitrite

dissolved (asN)

Nitrogen, ammonia + organic dissolved

(35 N)


CW1973

CW1980

CW1981

CW1983

CW1984

CW1985

CW1987

CW1991

CW1993

CW 2000

CW 2003

CW 2004

CW 2005

CW 2006

CW 2008

CW 2009

CW2010

CW2011

CW2013

CW2014

CW2015

BR2-B

MTW-1

FRB-1

SAN-1

CHA-1

CHA-2

KEL-1

TLR-1

BENT-2

SSW-1

UWW-1

TCBY-1

CPW-2

OAK-1

MPW-2

KEY-2

MDW-1

BRW-1

YMCA-1

YMCA-2

YMCA-3

May 14, 1996

May 14, 1996

May 14, 1996

May 15, 1996

May 13, 1996

May 13, 1996

May 21, 1996

May 15, 1996

May 14, 1996

May 15, 1996

May 14, 1996

Aug22, 1996

Aug21, 1996

Aug22, 1996

Aug22, 1996

Aug20, 1996

Aug21, 1996

Aug21, 1996

Aug20, 1996

Aug15, 1996

Aug 14, 1996

Aug15, 1996

1150

1530

1040

1110

1230

1420

1651

0855

1330

0955

0850

1100

1230

1320

1200

1500

1050

0930

1555

1650

1350

1445

13

14

16

14

19

4.4

4.3

14

15

3.9

18

14

10

12

9.9

9.5

7.1

4.3

5.7

17

16

13

0.070

5.40

.410

.290

1.20

<.050

.070

.790

.060

.130

19

1.90

2.30

3.50

4.80

2.70

4.30

4.00

2.00

.070

.200

.100

0.030

.030

.040

.030

<.015

<.015

.040

.030

.030

.030

<.015

.020

.030

<.015

<.015

.020

.110

.020

.030

.070

.050

.020

<0.010

<.010

.040

<.010

<.010

<.010

<.010

<.010

<.010

<.010

.150

.010

<.010

<.010

<.010

<.010

.040

<.010

<.010

.010

.010

.010

<0.20

<.20

<.20

<.20

<.20

<.20

<.20

<.20

<.20

<.20

<.20

<.20

<.20

<.20

<.20

<.20

<.20

<.20

<.20

<.20

<.20

<.20

Surface-water

34a

18

52

53

58

48

Crooked R.

Stony Brook

Ditch Brook

Ditch Brook

Ditch Brook

Outlet Brook

May 21, 1996

Aug 15, 1996

May 21, 1996

May 16, 1996

Aug 20, 1996

May 16, 1996

Aug 20, 1996

1500

1125

1030

1040

1015

1500

1130

5.0

2.9

4.0

2.0

3.5

2.4

12

.070

.080

.060

.100

.140

.110

.230

.030

.040

.030

<.015

.030

<.015

.040

<.010

.010

<.010

<.010

<.010

<.010

.010

.20

<.20

.30

<.20

<.20

<.20

<.20

TABLE 12 51

Table 12. Chemical analyses of ground water and surface water, Presumpscot River Basin study area, Maine- Continued[Concentrations are given in milligrams per liter. Specific conductance is in microsiemens per centimeter at 25 degrees Celsius. pH is in standard units. A less-than sign (<) indicates that the median value was less than the detection limit shown; , not analyzed]



DatePhosphorous,

Time dissolved (asP)

Phosphorus, ortho,

dissolved (asP)

Manganese, dissolved ( as Mn)

Iron, dissolved (asFe)


CW1973

CW1980

CW1981

CW1983

CW1984

CW1985

CW1987

CW1991

CW1993

CW 2000

CW 2003

CW 2004

CW 2005

CW 2006

CW 2008

CW 2009

CW2010

CW2011

CW2013

CW2014

CW2015

BR2-B

MTW-1

FRB-1

SAN-1

CHA-1

CHA-2

KEL-1

TLR-1

BENT-2

SSW-1

UWW-1

TCBY-1

CPW-2

OAK-1

MPW-2

KEY-2

MDW-1

BRW-1

YMCA-1

YMCA-2

YMCA-3

May 14, 1996

May 14, 1996

May 14, 1996

May 15, 1996

May 13, 1996

May 13, 1996

May 21, 1996

May 15, 1996

May 14, 1996

May 15, 1996

May 14, 1996

Aug22, 1996

Aug21, 1996

Aug22, 1996

Aug22, 1996

Aug20, 1996

Aug21, 1996

Aug21, 1996

Aug20, 1996

Aug15, 1996

Aug14, 1996

Aug15, 1996

1150

1530

1040

1110

1230

1420

1651

0855

1330

0955

0850

1100

1230

1320

1200

1500

1050

0930

1555

1650

1350

1445

<0.010

<.010

<.010

<.010

<.010

<.010

<.010

<.010

<.010

<.010

.010

<.010

<.010

<.010

<.010

<.010

<.010

<.010

<.010

.020

<.010

<.010

<0.010

<.010

<.010

<.010

.010

.010

.010

<.010

<.010

<.010

.010

<.010

.010

.010

<.010

<.010

<.010

<.010

<.010

.020

.010

.010

.10

.040

.680

.220

.002

.005

.005

.110

.350

.003

.091

.220

.012

.005

.048

.005

.270

.005

.004

.120

.009

.083

.27

.007

1.0

.006

.003

.039

.014

.005

4.4

.004

.028

.007

.006

.006

<.003

<.003

.042

<.003

<.003

4.9

<.003

.008

Surface-water

34a

18

52

53

58

48

Crooked R.

Stony Brook

Ditch Brook

Ditch Brook

Ditch Brook

Outlet Brook

May 21, 1996

Aug15, 1996

May 21, 1996

May 16, 1996

Aug20, 1996

May 16, 1996

Aug20, 1996

1500

1125

1030

1040

1015

1500

1130

<.010

<.010

<.010

<.010

<.010

<.010

<.010

<.010

<.010

<.010

<.010

<.010

<.010

.020

.008

.009

.021

.001

.003

.005

.037

.120

.230

.150

.027

.065

.041

.220





DateTemperature

Time water, deg. C

Solids, residue @

180 deg. C, dissolved

Solids, sum of

constituents, dissolved

Oxygen, dissolved

Hardness total

(as CaCO3)


CW1973

CW1980

CW1981

CW1983

CW1984

CW 1 985

CW 1 987

CW1991

CW 1 993

CW 2000

CW 2003

CW 2004

CW 2005

CW 2006

CW 2008

CW 2009

CW2010

CW2011

CW2013

CW2014

CW201 5

BR2-B

MTW-1

FRB-1

SAN-1

CHA-1

CHA-2

KEL-1

TLR-1

BENT-2

SSW-1

UWW-1

TCBY-1

CPW-2

OAK-1

MPW-2

KEY-2

MDW-1

BRW-1

YMCA-1

YMCA-2

YMCA-3

May 14, 1996

May 14, 1996

May 14, 1996

May 15, 1996

May 13, 1996

May 13, 1996

May 21, 1996

May 15, 1996

May 14, 1996

May 15, 1996

May 14, 1996

Aug22, 1996

Aug21, 1996

Aug22, 1996

Aug22, 1996

Aug20, 1996

Aug21, 1996

Aug21, 1996

Aug20, 1996

Aug 15, 1996

Aug14, 1996

Aug 15, 1996

1150

1530

1040

1110

1230

1420

1651

0855

1330

0955

0850

1100

1230

1320

1200

1500

1050

0930

1555

1650

1350

1445

8.6

11.0

9.0

9.0

9.0

7.5

11.2

10.0

9.0

8.0

9.5

10.5

12.0

--

13.0

9.5

13.0

10.0

10.0

8.5

11.5

11.0

114

112

118

76

122

56

46

136

204

38

320

82

60

100

186

~

64

78

38

66

90

42

97

93

104

64

102

41

40

124

186

25

297

81

60

97

167

59

54

62

36

53

60

44

-

8.0

1.1

1.9

5.7

.5

0

1.3

.2

6.5

.5

3.5

9.7

-

5.2

8.6

7.2

8.6

10.8

.2

1.4

3.0

59

41

32

31

60

16

14

68

110

11

160

38

19

30

50

25

21

32

16

12

26

17

Surface-water

34a

18

52

53

58

48

Crooked R.

Stony Brook

Ditch Brook

Ditch Brook

Ditch Brook

Outlet Brook

May 21, 1996

Aug 15, 1996

May 21, 1996

May 16, 1996

Aug 20, 1996

May 16, 1996

Aug 20, 1996

1500

1125

1030

1040

1015

1500

1130

15.5

18.5

16.0

14.0

23.0

15.0

17.0

42

50

50

44

60

50

96

26

27

31

26

46

31

87

9.3

9.3

9.3

10.4

9.1

10.0

7.5

9

12

5

13

25

16

35

TABLE 12 53

u.s. geological survey open-file report 98-265

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