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: ;;:;:: ;;;;; ^;
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" "- : :;; ; ;:; : ;;: : ;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.
4 HYDROLOGIC DATA FOR THE PRESUMPSCOT RIVER BASIN, CUMBERLAND AND OXFORD COUNTIES, MAINE, 1995 TO 1996
/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.
6 HYDROLOGIC DATA FOR THE PRESUMPSCOT RIVER BASIN, CUMBERLAND AND OXFORD COUNTIES, MAINE, 1995 TO 1996
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.
8 HYDROLOGIC DATA FOR THE PRESUMPSCOT RIVER BASIN, CUMBERLAND AND OXFORD COUNTIES, MAINE, 1995 TO 1996
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
12 HYDROLOGIC DATA FOR THE PRESUMPSCOT RIVER BASIN, CUMBERLAND AND OXFORD COUNTIES, MAINE, 1995 TO 1996
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*
* Volumetric measurement
14 HYDROLOGIC DATA FOR THE PRESUMPSCOT RIVER BASIN, CUMBERLAND AND OXFORD COUNTIES, MAINE, 1995 TO 1996
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
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
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.
* Volumetric measurement
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
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
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
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
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 cul- vert 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
20 HYDROLOGIC DATA FOR THE PRESUMPSCOT RIVER BASIN, CUMBERLAND AND OXFORD COUNTIES, MAINE, 1995 TO 1996
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
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 Stream and location
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
22 HYDROLOGIC DATA FOR THE PRESUMPSCOT RIVER BASIN, CUMBERLAND AND OXFORD COUNTIES, MAINE, 1995 TO 1996
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 Stream and location
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
* Volumetric measurement
TABLE 1 23
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
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
24 HYDROLOGIC DATA FOR THE PRESUMPSCOT RIVER BASIN, CUMBERLAND AND OXFORD COUNTIES, MAINE, 1995 TO 1996
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.
26 HYDROLOGIC DATA FOR THE PRESUMPSCOT RIVER BASIN, CUMBERLAND AND OXFORD COUNTIES, MAINE, 1995 TO 1996
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
28 HYDROLOGIC DATA FOR THE PRESUMPSCOT RIVER BASIN, CUMBERLAND AND OXFORD COUNTIES, MAINE, 1995 TO 1996
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
30 HYDROLOGIC DATA FOR THE PRESUMPSCOT RIVER BASIN, CUMBERLAND AND OXFORD COUNTIES, MAINE, 1995 TO 1996
Table 6. Lithologic logs of observation wells and test borings, Presumpscot River Basin study area, Maine, Continued
Description of materialDepth
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
Table 6. Lithologic logs of observation wells and test borings, Presumpscot River Basin study area, Maine, Continued
Description of materialDepth
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
32 HYDROLOGIC DATA FOR THE PRESUMPSCOT RIVER BASIN, CUMBERLAND AND OXFORD COUNTIES, MAINE, 1995 TO 1996
Table 6. Lithologic logs of observation wells and test borings, Presumpscot River Basin study area, Maine, Continued
Description of materialDepth
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
Table 6. Lithologic logs of observation wells and test borings, Presumpscot River Basin study area, Maine, Continued
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
34 HYDROLOGIC DATA FOR THE PRESUMPSCOT RIVER BASIN, CUMBERLAND AND OXFORD COUNTIES, MAINE, 1995 TO 1996
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
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]
DEPTH BELOW LAND SURFACE (WATER LEVEL) (FEET), WATER YEAR OCTOBER 1995 TO SEPTEMBER 1996DAILY MEAN VALUES
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
46 HYDROLOGIC DATA FOR THE PRESUMPSCOT RIVER BASIN, CUMBERLAND AND OXFORD COUNTIES, MAINE, 1995 TO 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]
DEPTH BELOW LAND SURFACE (WATER LEVEL) (FEET), 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
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
48 HYDROLOGIC DATA FOR THE PRESUMPSCOT RIVER BASIN, CUMBERLAND AND OXFORD COUNTIES, MAINE, 1995 TO 1996
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]
Local identifier or site number
Project identifier or stream name
Date TimeCalcium, dissolved (asCa)
Magnesium, dissolved (asMg)
Sodium, dissolved (asNa)
Sodium, adsorption
Sodium, percent
Ground-water (wells)
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
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]
Local identifier or site number
Project identifier or stream name
Date TimePotassium, dissolved
(asK)
Sulfate, dissolved (as SO4)
Chloride, dissolved
(asCl)
Fluoride, Bromide, dissolved dissolved
(as F) (us Br)
Ground-water (wells)
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
50 HYDROLOGIC DATA FOR THE PRESUMPSCOT RIVER BASIN, CUMBERLAND AND OXFORD COUNTIES, MAINE, 1995 TO 1996
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]
Local identifier or site number
Project identifier or stream name
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)
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
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]
Local identifier or site number
Project identifier or stream name
DatePhosphorous,
Time dissolved (asP)
Phosphorus, ortho,
dissolved (asP)
Manganese, dissolved ( as Mn)
Iron, dissolved (asFe)
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
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
52 HYDROLOGIC DATA FOR THE PRESUMPSCOT RIVER BASIN, CUMBERLAND AND OXFORD COUNTIES, MAINE, 1995 TO 1996
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]
Local identifier or site number
Project identifier or stream name
DateTemperature
Time water, deg. C
Solids, residue @
180 deg. C, dissolved
Solids, sum of
constituents, dissolved
Oxygen, dissolved
Hardness total
(as CaCO3)
Ground-water (wells)
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