WATER-QUALITY DATA FOR THE POTOMAC-RARITAN ...Haddonfield Well 7-303 Cooper Cherry Hill Well 7-130 EXPLANATION 7-78 Well with gamma-ray log on which section is based Gamma-ray log

WATER-QUALITY DATA FOR THE POTOMAC-RARITAN-MAGOTHY

AQUIFER SYSTEM IN SOUTHWESTERN NEW JERSEY, 1923-83

By Thomas V. Fusillo, Joseph J. Hochreiter , Jr., and Deborah Grant Lord

U.S. GEOLOGICAL SURVEY

Open-File Report 84-737

Prepared in cooperation with

NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION,

DIVISION OF WATER RESOURCES

Trenton, New Jersey

November 1984

UNITED STATES DEPARTMENT OF THE INTERIOR

WILLIAM P. CLARK, Secretary

GEOLOGICAL SURVEY

Dallas L. Peck, Director

For additional write to:

information

District Chief U.S. Geological Survey Room 418, Federal Building 402 East State Street Trenton, New Jersey 08608

Copies of this report can be purchased from:

Open-File Service Section Western Distribution Branch Box 25425, Federal Center Denver, Colorado 80225 (Telephone: (303) 236-7476)

CONTENTS

Page

Abstract................................................... 1Introduction ............................................... 1

Purpose and scope .................................... 2Well-numbering system................................ 4Acknowledgments...................................... 4

Geohydrology............................................... 4Sample collection and preservation methods ................. 6Laboratory analytical methods .............................. 8Quality assurance of data .................................. 9Water-quality data ......................................... 9Summary of data ............................................ 12Selected references ........................................ 1U

PLATE

Plate 1. Map showing location of wells with water-qualitydata ......................................back pocket

ILLUSTRATIONS

Figure 1. Location of the study area ...................... 32. Hydrogeologic section through study area........ 5

TABLES

Table 1. Records of selected wells....................... 172. Minimum, median, and maximum values of physical 11

characteristics and chemical constituents.....3. Results of analyses of well water samples for

common constituents and physical characteristics............................... 26

4. Results of analyses of ground-water samples fordissolved trace metals ........................ 71

5. Results of analyses of ground-water samples fordissolved nutrients ........................... 85

6. Results of analyses of ground-water samples forvolatile organic compounds .................... 99

7. Results of analyses of ground-water samples fordissolved chloride and specific conductance... 111

111

GLOSSARY

Aquifer. A geologic formation, group of formations, or part of a formation that contains sufficient saturated permeable material to yield significant quantities of water to wells and springs.

Micrograms per liter (UG/L, ug/L) . A unit expressing the concentration of chemical constituents in solution as weight (micrograms[1 microgram = 10~ 6 grams]) of solute per unit volume (liter) of water. One thousand micrograms per liter is equivalent to one milligram per liter.

Milligrams per liter (mg/L). A unit for expressing the concentration of chemical constituents in solution as the weight (milligrams [1 milligram = 10~ 3 grams]) of solute per unit volume (liter) of water. One mg/L is approximately equal to 1 part per million (PPM) in aqueous solutions of low dissolved-solids concentration.

Minimum detection limit. For a given type of sample and analytical procedure, it is that concentration value below which the presence of the constituent being analyzed cannot be verified or denied. Minimum detection limits can be identified in the tables of this report by a less than symbol «) preceding a numerical value. This numerical value is generally constant for the analysis of a given constituent by a constant method. The minimum detection limit may vary greatly, however, with different laboratory analytical methods.

National Geodetic Vertical Datum of 1929 (NGVD of 1929). A geodetic datum derived from a general adjustment of the first- order level nets of both the United States and Canda, formerly called "Mean Sea Level". NGVD of 1929 is referred to as sea level in this report.

Outcrop area. Area where strata are exposed at land surface or occur just below the surface soil.

Specific conductance. A measure of the ability of a water to con- duct an electrical current expressed in micromhos per centimeter at 25°C. Because the specific conductance is related to the number and specific chemical types of ions in solution, it may be used for approximating the dissolved solids contents of the water. Commonly, the amount of dissolved solids (in milligrams per liter) is about 55 to 75 percent of the specific conductance (in micromhos per centimeter at 25°C) (Hem, 1970). This relation is not constant from well to well, and it may even vary in the same source with changes in the composition of the water.

IV

WATER-QUALITY DATA FOR THE POTOMAC-RARITAN-MAGOTHY

AQUIFER SYSTEM IN SOUTHWESTERN NEW JERSEY, 1923-83

By Thomas V. Fusillo, Joseph J. Hochreiter, Jr., andDeborah Grant Lord

ABSTRACT

Water-quality data for wells in and near the outcrop area of the Potomac-Raritan-Magothy aquifer system in Mercer, Burlington, Camden, Gloucester, and Salem Counties, New Jersey, have been compiled for the period 1923-1983. The data were collected during various U.S. Geological Survey projects, including county-wide ground-water studies, the New Jersey saltwater intrusion monitoring network, and regional ground-water assessments.

Data have been collected from many types of wells, including public-supply, domestic-supply, industrial, commercial, irrigation, observation, and test wells. A table of well-construction data for all sampled wells is presented. Samples were analyzed for many inorganic and organic constituents, including common ions, dissolved trace metals, volatile organic compounds, and physical characeristics. Analytical procedures for most constituents have been periodically revised. A literature review of the sampling, preservation, and laboratory-analytical methods employed through- out the period is included. Quality assurance checks were performed on the data prior to publication. These included checks of the major ion balances, comparisons of field-determined and laboratory-determined constituents, comparisons of dissolved and total constituent concentrations, and ratios of various constituent concentrations to specific conductance.

Concentration of most constituents differed widely. For example, chloride concentrations ranged from 0.6 to 1,900 mg/L, with a median value of 20 mg/L; dissolved organic carbon ranged from 0 to 108 mg/L, with a median of 1.7 mg/L; dissolved iron ranged from 0 to 460 mg/L, with a median value of 1 mg/L.

INTRODUCTION

The Potomac-Raritan-Magothy aquifer system contains some of the most productive aquifers in the Atlantic Coastal Plain. The entire aquifer system accounts for more than 60 percent of the total pumpage from the Coastal Plain (Vowinkel and Foster, 1981). Increased withdrawal of water from the aquifer system resulting from industrial and residential growth has affected patterns of ground-water flow and aquifer recharge. In some areas, partic-

1

ularly the outcrop area along the Delaware River, the quality of water in the aquifer system has been degraded by a variety of inorganic and organic substances, affecting the potential uses of the water in some areas. Because of the importance of the aquifer system for potable and industrial water supply, it has been monitored for various forms of contamination for more than 60 years .

The U.S. Geological Survey, in cooperation with the New Jersey Department of Environmental Protection, Division of Water Resources, is studying the water quality of the Potomac-Raritan- Magothy aquifer system in the vicinity of its outcrop area adjacent to the Delaware River. The objective of the study is to investigate the areal and vertical distribution and movement of chemical constituents, particularly inorganic and organic contaminants, within the aquifer system.

Purpose and Scope

The purpose of this report is to compile into one publication all the pertinent and valid water-quality data for the aquifer system in parts of five counties in southwestern New Jersey, including Burlington, Camden , Gloucester, Mercer and Salem Counties (shown in figure 1). The study area extends from the outcrop of the aquifer system to approximately 15 miles southeast of the outcrop. The data include samples collected from public- supply, domestic, industrial commercial, irrigation, observation and test wells. These data have been collected for various projects, including county ground-water resource studies, the New Jersey saltwater instrusion monitoring network, and other water- resources investigations.

This report contains data on water samples collected and analyzed by the U.S. Geological Survey from 1923 to 1983- Prior to the establishment of regional water quality laboratories, water samples were analyzed by several local Survey laboratories, using methodologies that were standard at the time of analysis. Begin- ning about 1950, most analyses were performed at regional water quality laboratories in Albany, New York, Harrisburg and Phila- delphia, Pennsylvania, and Denver, Colorado. However, many chloride analyses for the New Jersey saltwater intrusion network from the early 1960's through 1976 were performed at the New Jersey district laboratory in Trenton. Since November, 1976, most analyses have been performed by the National Water-Quality Labora- tory in Doraville, Georgia.

Some of these data have been published in previous reports, including Fusillo and Voronin (1981), Farlekas and others (1976), Langmuir (1969), Hardt and Hilton (1969), Rosenau and others (1969), Rush (1968), Donsky (1963), Seaber (1963), Rush (1962), Vecchioli and Palmer (1962), and Thompson (1932).

SUSSEX /

PASSAIC

HUNTERDON

Area covered by this study

Area delineated on plate 1

10 20 Miles _

0 20 30 Kilometers

39°r-

Figure 1. Location of the study area.

3

Well-Numbering System

The well-numbering system used in this report are based on the system used by the U.S. Geological Survey in New Jersey. The well number consists of the county designation and a sequence number of the well within each county. New Jersey county codes are numerical two-digit codes. New Jersey county codes used in this report are Burlington (05), Camden (07), Gloucester (15), Mercer (21), and Salem (33). A representative well number is 15-137 for the 137th well indexed in Gloucester County.

Acknowledgments

The authors gratefully acknowledge the assistance of public officials, industry representatives, and individuals who permitted access to their wells for the collection of water samples and provided information on their wells.

GEOHYDROLOGY

The New Jersey Coastal Plain consists of a wedge of unconso 1idated sediments which thickens and dips toward the Atlantic Ocean. The oldest of these sediments are the Potomac Group and Raritan and Magothy Formations of Cretaceous age, which overlie crystalline bedrock.

The Potomac-Raritan-Magothy aquifer system consists of aquifers composed of sand and gravel and confining units of silt and clay. The aquifer system crops out in a narrow 3-to-5 mile- wide band adjacent to the Delaware River in southwestern New Jersey. Three major aquifers have been defined within the aquifer system in most of the study area. A typical hydrogeologic section through the study area is illustrated in figure 2 (written communication, Otto S. Zapecza, U.S. Geological Survey, 1983).

The aquifer system is confined from below by crystalline bedrock and from above by the thick clay of Merchantville-Woodbury confining unit. The Merchantville-Woodbury confining unit is one of the least permeable confining units in the New Jersey Coastal Plain and limits vertical leakage into the aquifer system from overlying sediments southeast of the outcrop area.

The Potomac-Raritan-Magothy aquifer system is artesian, except in parts of the outcrop area, where the upper and middle aquifers are water-table aquifers. In New Jersey, the lower aquifer is thought to be confined but, in Pennsylvania, may be a water-table aquifer. The lower aquifer may also receive recharge vertically through the leaky confining unit between the middle and lower aquifer. Potentiometric heads in the middle and lower aquifers are similar in much of the Coastal Plain and are generally lower than potentiometric heads in the upper aquifer (Walker, 1983)

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The geohydrology is more complex within the outcrop area than downdip of the outcrop. In the outcrop area, the confining units are thinner, so that hydraulic connection between aquifers is more likely. There are also numerous lenses of sand and clay which occur locally. In much of its outcrop area, the Cretaceous aquifer system is overlain by post-Cretaceous deposits, most of which are hydraulically connected to the underlying aquifer system.

Evaluation of aquifer tests of wells screened in the Potomac-Raritan-Magothy aquifer system in Camden County indicates that the transmissivity of the aquifer ranges from 2,300 to 6,700 ftVday (17,000 to 50,000 gal/d/ft). Storage coefficients range from 1x10~"* to 3.5x10~ 3 . In Camden County the average yield of 106 large diameter wells (12 inches or larger) is 1,085 gal/min and the specific capacity ranges from 6.1 to 80 gal/min/ft of drawdown. (Farlekas and others, 1976, p. 38).

SAMPLE COLLECTION AND PRESERVATION METHODS

The methods used to collect and preserve the ground-water samples included in this report have changed significantly for most chemical constituents from 1923 to 1983. This section of the report will review the chronology of sample collection and preservation methods used during this period.

The methods used for collection and preservation of ground- water samples prior to 1950 are not well documented. Leighton (1905) described the instruments and reagents used for early field determinations of turbidity, color, hardness, alkalinity, carbonate, bicarbonate, calcium, iron, sulfate, and chloride. Samples collected at this time were filtered in the field through porous stone to remove suspended material.

Collins (1928), the major reference on sample collection methods used prior to 1950, stated that water samples were collected in bottles of "resistant glass" , and a gallon of sample was usually collected. He 'stated that samples should be analyzed within a month of collection. Water that contained hydrogen sulfide was treated with solid cadmium chloride in order to obtain a reliable sulfate measurement; however, no additional sample preservation methods were discussed.

Rainwater and Thatcher (1960) described methods commonly used from 1950 to 1969. They recommended that sample containers be made of hard rubber, polyethylene, other types of plastics, or certain types of borosilicate glass. Sample containers were cleaned and soaked in water for several days before use. A sample of four ounces to one gallon in size was collected. Closures were made of glass, rubber, tin-wrapped cork, or inert plastic.

Rainwater and Thatcher (1960) recommended that very little time should lapse between the collection and analysis of samples. For analyses of metals, however, they acknowledged that this was often a problem because of the distance separating sampling locations and water-quality laboratories. They recommended that a separate sample be collected for metals, which should be free of sediment and acidified with glacial acetic acid to pH 3.5 upon collection. They described preservation techniques for the following constituents: Ammonia-, nitrate-, and nitrite-nitrogen, organic nitrogen, orthophosphate, chlorine residual, dissolved oxygen, sulfide, and selenium.

Brown and others (1970) summarized information on methods for collection of water samples for dissolved minerals and gases. They recommended the use of polyethylene, teflon, or other plastic type containers. They stated that separate samples should be collected for individual ions or ion groups so that the analysis would more closely represent the water quality of the sample at the time of collection. A thorough treatment of sample prepara- tion and preservation guidelines for common inorganic constituents was also included.

Barnett and Mallory (1971) describe sampling methods for analysis of minor elements (trace metals). They recommended that samples be collected in clean polyethlylene bottles, filtered through a 0.45 micrometer membrane filter using a plastic pressure-filter, and acidified to a pH of 3.0 or less with 1:1 double-distilled acid (nitric or hydrochloric acid, depending on the method of analysis). A two-liter sample was to be collected for water with dissolved solids greater than 100, and proportion- ately more sample was collected for water with dissolved solids less than 100 mg/L.

Goerlitz and Brown (1972) described collection methods for the analysis of select organic substances (organic carbon and organic nitrogen) . Water should be sampled using inert plastic materials, and samples should be collected in glass bottles. They state that water may be sampled from pumps, provided that they are free of oils. In such instances, samples should be collected directly into the sample bottles. Samples for organic carbon analysis are preserved by refrigeration at 4°C. Samples for nitrogen analysis should be treated with 40 mg of mercuric chloride per liter of sample and refrigerated at 4°C.

Wood (1976) described guidelines for collection of ground- water samples for analysis of selected unstable constituents and characteristics, including temperature, pH, Eh, specific conductance, carbonate, bicarbonate, and dissolved oxygen. Procedures are outlined for the proper collection of samples from observation wells that would yield representative ground-water samples.

Claassen (1982) described guidelines for collecting water samples that are representative of the chemistry of an aquifer. He describes the effects of well construction and completion

techniques on the sample chemistry. He also reviews the types of pumps and their effects on sample chemistry.

The sample collection and preservation methods outlined by Brown and others (1970), Goerlitz and Brown (1972) and Wood (1976) with subsequent refinements are the basis for current Survey policy for their respective analytical groups. U.S. Geological Survey sample collection and preservation procedures are continually reviewed, and updates are distributed as technical memoranda.

LABORATORY ANALYTICAL METHODS

The laboratory analytical methods used to obtain the data included in this report have undergone even more significant changes from 1923 to 1983 than have sample collection and preservation methods. This section will briefly review the chronology of references on laboratory analysis methods used during this period.

Durum (1978) presented a profile of water-quality laboratories in the U.S. Geological Survey from 1879 to 1973. Following is an account of the major references documenting methods for laboratory analysis of water samples between the years 1918 and 1950 (Durum, 1978).

Collins and Foster (1923) described methods used during the first half of the twentieth century to analyze for alkalinity, hardness, calcium, chloride, sulfate, and nitrate in water. Collins (1928) later described methodology for analyzing water samples for some inorganic constituents and characteristics, including turbidity, color, total dissolved solids, silica, calcium, magnesium, sodium, potassium, iron, aluminum, manganese, and sulfate.

In 1950, an unpublished text titled "Methods of water analysis" was compiled in an effort to standardize U.S. Geological Survey laboratory methods. A revised edition, by Rainwater and Thatcher was published in 1960. These two publications were referenced extensively between 1950 and 1969 for the analysis of inorganic constituents.

Haffty (1960) described methods for analyzing common trace elements, and Barnett and Mallory (1971) documented the determination of minor elements by emission spectroscopy. Procedures outlined in these two sources were used primarily from 1956 to 1973.

Brown and others (1970) compiled methods for analysis of dissolved minerals and gases. Fishman and Brown (1976) described selected methods for the analysis of waste waters. Skougstad and others (1979) listed methods which supercede both of these

8

publications. Since 1979, some inorganic constituents (calcium, magnesium, sodium, silica and 13 trace metals) have been analyzed by induction-coupled plasma atomic-emission spectrometry (Garbarino and Taylor, 1979).

Methods for analyzing organic substances such as organic carbon and organic nitrogen, phenols, pesticides and herbicides in water samples are described by Goerlitz and Brown (1972) and Van* Hall and others (1963). These methods have been updated and superseded by Wershaw and others (1983), who also include analytical methods for purgeable and extractable organic compounds .

QUALITY ASSURANCE OF DATA

All water-quality data included in this report were analyzed in U.S. Geological Survey laboratories and were subject to the standard laboratory quality assurance procedures in effect at the time of analysis. As a check that the data were properly reported and stored in the computerized WATSTORE data base, several quality assurance checks were performed. As described by Friedman and Erdmann (1982) and Hem (1970), the checks for each analysis included the following:

1. The ion balance between major cations and anions.

2. The ratio of dissolved solids to specific conductance.

3. Field-determined vs. lab-determined constituents and characteristics.

4. The ratios of total cations and total anions to specific conductance.

5. Dissolved vs. total constituent concentrations.

6. Measured dissolved solids vs. calculated sum of constituents .

An additional requirement was the existence of a verifiable base- line of information, which included location and construction specifications, for each well from which sample data were obtained. Updates and deletions of data were made based on an evaluation of these factors.

WATER-QUALITY DATA

This report contains water-quality data representing samples from 519 wells located in five New Jersey counties. The locations of wells are shown on plate 1. Selected well-construction

data are listed in table 1. To simplify locating the wells on plate 1, an index key has been included in table 1 which relates the location of each well to the index grid shown around the border of plate 1.

The data in this report have been grouped by constituent type, so that constituents which are commonly analyzed together are found in the same table. Table 2 is a statistical summary of these data, and includes the minimum, median and maximum values and the number of analyses for each constituent. Summaries of all the water-quality constituents and characteristics included in this report are in table 2, with the exception of the volatile organic compounds.

10

Table 2. Minimum, median, and maximum values of physical characteristics andchemical constituents.

[Concentrations in milligrams per liter of dissolved constituentexcept as noted.]

Parameter

Temperature (°C)Specific Conductance, field (ymhos)Specific Conductance, lab (vtnhos)pH, field (units)pH, lab (units)Alkalinity, field (as CaC0 3 )Alkalinity, lab (as CaC0 3 )Dissolved oxygenHardness (as CaC0 3 )Hardness, noncarbonate (as CaC0 3 )SodiumPotassiumCalciumMagnesiumSulfateChlorideFluorideSilicaNitrate nitrogen (as N)Nitrate nitrogen (as N0 3 )Ammonia nitrogen (as N)Ammonia nitrogen (as NHi»)Ammonia and organic nitrogen (as N)Nitrate and nitrite nitrogen (as N)Orthophosphate phosphorus (as P)Iron, total (yg/L)Iron, dissolved (yl/L)Manganese, total (yg/L)Manganese, dissolved (yg/L)Aluminum (yg/L)Arsenic (yg/L)Barium (yg/L)Beryllium (yg/L)Cadmium (yg/L)Cobalt (yg/L)Copper (yg/L)Chromium (yg/L)Chromium, hexavalent (yg/L)Lead (yg/L)Lithium (yg/L)Molybdenum (yg/L)Strontium (yg/L)Vanadium (yg/L)Zinc (yg/L)Dissolved organic carbonDissolved solids (residue onevaporation at 180°C)

Dissolved solids (sum ofconstituents)

Numberof

samples

860668

1,600452744421382137

1,004990951940971967

1,0342,359

685965365575147146147394516523479482477193160260259276275278171148263270257270257282409

973945

Minimum

8.939323.92.8000001.4.1.1.1

0.6

0000

Table 3 contains data on common inorganic ions and physicalcharacteristics, including:

temperature sodium sulfatespecific conductance potassium fluoridepH calcium ironalkalinity magnesium manganesedissolved oxygen silica dissolved organic carbonhardness chloride dissolved solids

Table 4 contains data on dissolved trace metals, including:

aluminiumarsenicbariumberylliumcadmium

chromiumhexavalent chromiumcobaltcopperlead

lithiummolybdenumstrontiumvanadiumzinc

Table 5 contains data on dissolved nutrients, including:

nitrate nitrogennitrate and nitrite nitrogenammonia and organic nitrogen

ammonia nitrogen orthophosphate

Table 6 contains data on volatile organic compounds,including:

benzene1, 1-dichloroethane1,2-dichloroethane1, 1-dichloroethylene1,2-trans-dichloroethylenechlorobenzeneethylbenzenecarbon tetrachloride

methylene chloride tetrachloroethylene1.1.1-trichloroethane1.1.2-trichloroethanetrichloroethylenetoluenevinyl chloride1,2-dichloropropane

Table 7 contains data on specific conductance and dissolved chloride for selected wells which have been sampled as part of the saltwater intrusion monitoring network or have been sampled for analysis of chloride only.

SUMMARY OF DATA

All the chemical constituents and measured in water samples from wells Magothy aquifer system exhibited a Dissolved chloride, the most constitient with 2,359 analyses, with a median of 20 mg/L.

physical characteristics in the Potomac-Raritan-

great deal of variability, frequently analyzed chemical ranged from 0.6 to 1,900 mg/L Laboratory-measured specific

conductance, with 1,600 measurements, ranged from 32 to 6,000 ymhos, with a median of 307 ymhos. Dissolved sulfate, with 1,034

12

analyses, ranged from 0 to 1,700 mg/L, with a median of 17 mg/L. Dissolved iron ranged from 0 to 460,000 ug/L, with a median of 1,000 yg/L. Dissolved organic carbon ranged from 0 to 108 mg/L, with a median of 1.4 mg/L. Dissolved nitrate nitrogen ranged from 0 to 18 mg/L, with a median of 0.18 mg/L.

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SELECTED REFERENCES

Barnett, P. R., and Mallory, E. C., Jr., 1971, Determination of minor elements in water by emission spectroscopy: U.S. Geological Survey Techniques of Water-Resources Investigations, bk. 5, chap. A2, 31 p.

Brown, E. , Skougstad , M. W. , Fishman, M. J. , 1970, Methods for collection and analysis of water samples for dissolved minerals and gases: U.S. Geological Survey Techniques of Water-Resources Investigations, bk. 5, chap. A1, 160 p.

Claassen, H. C., 1982, Guidelines and techniques for obtaining water samples that accurately represent the water chemistry of an aquifer: U.S. Geological Survey Open-File Report 82-1024, 49 p.

Collins, W. D., 1928, Notes on practical water analysis: U.S. Geological Survey Water Supply Paper 596-H, p. 235-262.

Collins, W. D. , and Foster, M. D., 1923, Preliminary examination of water samples: Ind. and Eng. Chemistry, v. 15, 1,078 p.

Dole, R. B. , 1909, The quality of surface waters in the United States, Part 1.--Analyses of waters east of the one hundreth meridian: U.S. Geological Survey Water-Supply Paper 236, p. 1-23.

Donsky, Ellis, 1963, Records of wells and ground-water quality in Camden County, New Jersey: New Jersey Department of Conser- vation and Economic Development, Division of Water Policy and Supply Water Resources Circular 10, 70 p.

Durum, W. H., 1978, Historical profile of quality of water laboratories and activities, 1879-1973, Part 1, Historical profile of water quality laboratories: U.S. Geological Survey Open-File Report 78-432, p. 1-42.

Farlekas, G. M., Nemickas, Bronius, and Gill, H. E., 1976, Geology and ground-water resources of Camden County, New Jersey: U.S. Geological Survey Water-Resources Investigations 76-76, 146 p.

Fishman, M. J. and Brown, E., 1976, Selected methods of the United States Geological Survey for the analysis of wastewaters: U.S. Geological Survey Open-File Report 76-177-

Friedman, L. C., and Erdmann, D. E., 1982, Quality assurance practices for the chemical and biological analysis of water and fluvial sediments: U.S. Geological Survey Techniques of Water- Resources Investigations, bk. 5, chap. A6, 181 p.

14

SELECTED REFERENCES Continued

Fusillo, T. V., and Voronin, L. M., 1981, Water-quality data for the Potomac-Raritan-Magothy aquifer system, Trenton to Pennsville, New Jersey, 1980: U.S. Geological Survey Open-File Report 81-814, 38 p., 2 pis.

Garbarino, J. R., and Taylor, H. E. , 1979, An inductive-coupled plasma atomic emission spectrometric method of routine water quality testing: Applied Spectroscopy, v. 33, no. 3, p. 220-226.

Goerlitz, D. F., and Brown, Eugene, 1972, Methods for analysis of organic substances in water: U.S. Geological Survey Techniques of Water-Resources Investigations, Book 5, Chapter A3, 40 p.

Haffty, Joseph, 1960, Residue method for common minor elements: U.S. Geological Survey Water Supply Paper 1540-A, 9 p.

Hardt, W. F., and Hilton, G. S., 1969, Water resources and geology of Gloucester County, New Jersey: New Jersey Department of Conservation and Economic Development Special Report 30, 130 p.

Hem, J. D. , 1970, Study and interpretation of the chemical characteristics of natural water, 2d ed. : U.S. Geological Survey Water-Supply Paper 1473, 363 p.

Langmuir, Donald, 1969, Iron in ground waters of the Magothy and Raritan Formations in Camden and Burlington Counties, New Jersey: New Jersey Department of Conservation and Economic Development, Division of Water Policy and Supply Water Resources Circular 19, 49 p.

Leighton, M. 0., 1905, The field assay of water: U.S. Geological Survey Water-Supply and Irrigation Paper 151, p. 1-29, 74-76.

Rainwater, F. H., and Thatcher , L. L., 1960, Methods for collection and analysis of water samples: U.S. Geological Survey Water-Supply Paper 1454, 301 p.

Rosenau, J. C., Lang, S. M., Hilton, G. S., and Rooney, J. G. , 1969, Geology and ground-water resources of Salem County, New Jersey: New Jersey Department of Conservation and Economic Development Special Report 33, 142 p.

Rush, F. E., 1962, Records of wells and ground-water quality in Burlington County, New Jersey: New Jersey Department of Conservation and Economic Development Water Resources Circular 7, 104 p.

__________, 1968, Geology and ground-water resources of Burling- ton County, New Jersey: New Jersey Department of Conservation and Economic Development, Division of Water Policy and Supply Special Report 26, 65 p.

15

SELECTED REFERENCES--Continued

Seaber, P. R., 1963, Chloride concentrations of water from wells in the Atlantic Coastal Plain of New Jersey, 1923-61: New Jersey Department of Conservation and Economic Development, Division of Water Policy and Supply Special Report 22, 250 p.

Skougstad, N. W., Fishman, M. J., Friedman, L. C., Erdmann, D. E., and Duncan, S. S., 1979, Methods for determination of inorganic substances in water and fluvial sediments: U.S. Geological Survey Techniques of Water-Resources Investigations, Book 5, Chapter A1, 626 p.

Thompson, D. G., 1932, Ground-water supplies of the Camden area, New Jersey: New Jersey Department of Conservation and Economic Development Bulletin 39, 80 p.

U.S. Environmental Protection Agency, 1979, EPA Method 624- Purgeables: Federal Register,. v. MM no. 233, P- 69532-69539-

Van Hall, C. E. , Safranko, J. and Stenger, V. A., 1963, Rapid combustion method for the determination of organic substances in aqueous solutions: Anal. Chem., v. 3M5, p. 315-319.

Vecchioli, John, and .Palmer, M. M., 1962, Ground-water resources of Mercer County, New Jersey: New Jersey Department of Conservation and Economic Development Special Report 19, 71 p.

Vowinkel, E. F., and Foster, W. K., 1981, Hydrogeologic conditions in the Coastal Plain of New Jersey: U.S. Geological Survey Open-File Report 81-405, 39 p.

Walker, R. L., 1983, Evaluation of water levels in major aquifers of the New Jersey Coastal Plain: U.S. Geological Survey Water- Resources Investigations Report 82-M077, 56 p.

Wershaw, R. L., Fishman, M. J., Grabbe, R. R., and Lowe, L. E., editors, 1983, Methods for the determination of organic substances in water and fluvial sediments: U.S. Geological Survey Techniques of Water-Resources Investigations, Book 5, Chapter A3, Open-File Report 82-100M, 173 p.

Wood, Warren, 1976, Guidelines for collection and field analysis of ground-water samples for selected unstable constituents: Techniques of Water-Resources of the U.S. Geological Survey, book 1, chapter D2, 24 p.

16

TABLE 1.--RECORDS OF SELECTED WELLS.

Well Number

5- 395- HO5- 415- 435- 45

5- 485- 515- 555- 635- 67

5- 765- 775- 865- 875- 89

5- 915- 925- 945- 975- 100

5- 1025- 1055- 1175- 1185- 121

5- 1235- 1265- 1275- 1305- 137

5- 1395- 1405- 1435- 1445- 162

5- 1675- 1705- 1715- 1805- 184

5- 1855- 1895- 1905- 1925- 201

5- 2085- 2095- 2125- 2145- 217

5- 2285- 2295- 2315- 2325- 233

5- 2515- 2525- 2585- 2615- 262

5- 2655- 2685- 2735- 2745- 277

Local Well Identifier

NJ WC-DEL VALLEY WC 15NJ WC-DEL VALLEY WC 16NJ WC-DEL VALLEY WC 2OCEAN SPRAY 1SANDMAN MOTEL 1

NJ DEPT DEF-NAT GUARD 1BURLINGTON CITY WD 3BURLINGTON CITY WD 6WILLINGBORO MUA 1-OBSDEACON, RUSSELL 1

HEAL, CHARLESBURLINGTON TWP WD 1-1973TENNECO CHEM 5TENNECO CHEM 5-OBSTENNECO CHEM 7

TENNECO CHEM 4TENNECO CHEM 1TENNECO CHEM 3HERCLUES POWDER 1HERCULES POWDER 2

COLUMBUS METAL 1HOOKER CHEM CO-PROD 1GRAY, FRANCIS 1LIPTAK.E A 1NJ STATE REFORMATORY 4

NJ WC-DEL VALLEY WC 28NJ WC-DEL VALLEY WC 12NJ WC-DEL VALLEY WC 14NJ WC-DEL VALLEY WC 13TAYLOR 2 OBS

HOLIDAY LAKE WORTHINGTONCHANT, HARRYNJ WC-DEL VALLEY WC 23NJ WC-DEL VALLEY WC 2UDAYMENN CONVERTING

EVESHAM MUA 5EVESHAM MUA 1EVESHAM MUA 2WORKMAN, JAMES 1HUNT BROS CIRCUS

SHERWATT EQUIPMENT 1FLORENCE TWP WD 2FLORENCE TWP WD 1FRED WORTH AND SONS 1ACACIA LUMBERTON MANOR

COLUMBUS WC 2COLUMBUS WC-TEST 1969N BURL CO HIGH SCHOOL 1WALDER, THOMASTRNPKE JCT IND PARK 1

MAPLE SHADE WD10MAPLE SHADE WD 9MAPLE SHADE WD 5MAPLE SHADE WD 8MAPLE SHADE WD 4

MEDFORD WC 4MEDFORD WC 3USGS-MEDFORD 1 OBSUSGS-MEDFORD 5 OBSUSGS-MEDFORD 4 OBS

MOORESTOWN TWP WD 6PRICE BLDRS-LAYNE NY 1MOORESTOWN FIELD CLUB 1CAMPBELL SOUP 1 OBSCAMPBELL SOUP 3

Municipality

BEVERLY CITYBEVERLY CITYBEVERLY CITYBORDENTOWN CITYBORDENTOWN TWP

BORDENTOWN TWPBURLINGTON CITYBURLINGTON CITYBURLINGTON TWPBURLINGTON TWP

BURLINGTON TWPBURLINGTON TWPBURLINGTON TWPBURLINGTON TWPBURLINGTON TWP

BURLINGTON TWPBURLINGTON TWPBURLINGTON TWPBURLINGTON TWPBURLINGTON TWP

BURLINGTON TWPBURLINGTON TWPCHESTERFIELD TWPCHESTERFIELD TWPCHESTERFIELD TWP

CINNAMINSON TWPCINNAMINSON TWPCINNAMINSON TWPCINNAMINSON TWPCINNAMINSON TWP

DELANCO TWPDELANCO TWPDELRAN TWPDELRAN TWPEDGEWATER PK TWP

EVESHAM TWPEVESHAM TWPEVESHAM TWPFLORENCE TWPFLORENCE TWP

FLORENCE TWPFLORENCE TWPFLORENCE TWPHAINESPORT TWPLUMBERTON TWP

MANSFIELD TWPMANSFIELD TWPMANSFIELD TWPMANSFIELD TWPMANSFIELD TWP

MAPLE SHADE TWPMAPLE SHADE TWPMAPLE SHADE TWPMAPLE SHADE TWPMAPLE SHADE TWP

MEDFORD TWPMEDFORD TWPMEDFORD TWPMEDFORD TWPMEDFORD TWP

MOORESTOWN TWPMOORESTOWN TWPMOORESTOWN TWPMOORESTOWN TWPMOORESTOWN TWP

Index for

Plate1

B-13B-13B-13C-16C-15

C-15B-13B-14C-13C-13

C-13C-13B->I3B-13B-13

B-13B-13B-13B-14B-14

C-14B-1KD-16C-16C-16

B-11B-11B-12B-11B-12

B-12B-12B-12B-12B-13

E-11D-1 1D-11C-14C-14

C-15B-14B-14D-12D-1 3

D-15D-1 5D-15C-15C-15

C-11C-11C-11C-11C-11

E-12E-12D-12D-12D-12

C-11C-11C-12C-11C-11

Altitude of Land Surface 1

(ft)

1918155185

839

2315.562

5080181410

14107

2222

HO3392

11497

3073356514

2522363038

5089

1004142

1530303035

7373836060

HO40202010

194870.872.672.3

4270704040

Screen Screen Setting 2 Diameter (ft) (in)

47-39-

247-170-

64-33-

279-203-

59-123-102-50-

100-

82-87-97-

105-105-

140-172-319-208-357-

226-157-179-167-20-

188-140-118-105-41-

458-369-405-170-

111-105-99-

277-

240-259-290-

293-

440-160-414-210-211-

506-506-400-740-

575160»»

267

230»»8549

294208

8016513260

130

112117122135135

145192325214387

261196»22919825

198155168135

61

548389435194190»»

121120*119317401**

260274310319**315*

500200494270272

536536410750

1125-1145

248-

274-241-339-

288288**302262369

1212

610

61617

63

81212

612

1212121010

46648

12101212

6

86

121216

1288

104

61818

88

810

6

10

1212

81212

128666

12

61010

Year Drilled

1951191019101964

19521949196719651958

19551973196419611971

19641962196219461946

19701966196019571951

19691961196419631963

19581965196419661955

1973195619631951

19571931193119491973

194319691959

1958

19751975196119721955

19681957196319671967

19631960196419581971

Aquifer Unit 3

MRPA-MMRPA-MHPPMMRPA-MMRPA-U

MRPA-MMRPA-MMRPA-MMRPA-MMRPA-U

MRPA-UMRPA-UMRPA-MMRPA-MMRPA-M

MRPA-MMRPA-MMRPA-MMRPA-MMRPA-M

MRPA-MMRPA-MMRPA-UMRPA-UMRPA-M

MRPA-LMRPA-MMRPA-MMRPA-MMRPA


MRPA-UMRPA-UMRPA-UMRPA-MMRPA-M

MRPA-MMRPA-MMRPA-MMRPA-UMRPA-U


MRPA-LMRPA-UMRPA-LMRPA-MMRPA-M

MRPA-UMRPA-UMRPA-UMRPA-MMRPA-L

MRPA-MMRPA-MMRPA-MMRPA-MMRPA-L

Use of

Site 4

WWzWW

WWW0zWWW0W

WWWWW

WWWWW

WuWW0

WWWWW

WWWWW

WWWzW

WWWWW

WWWWW

WW000

WWW0W

Use of

Water 5

PPUNH

HPPUU

IP

ûN

NNNNN

INHHT

PUPPU

HIPPN

PPPIC

NPPUF

PPTIN

PPPPP

PPUUU

PNIUA

17

TABLE 1. RECORDS OF SELECTED WELLS.--Continued.

Well Number

5-5-5-5-5-

5-5-5-5-5-

5-5-5-5-5-

5-5-5-5-5-

5-5-5-5-5-

5-5-5-5-5-

5-5-5-5-5-

5-5-5-5-5-

5-5-5-5-5-

5-5-5-5-5-

5-5-5-5-5-

5-5-5-7-7-

7-7-7-7-7-

283281289290292

301303301310313

317322321325330

331332333331335

336337310311351

383381388392110

111115116118631

637617651653658

661667668707719

729731715716751

761768777778779

780781788

812

1318192530


MOORESTOWN TWP WD 8MOORESTOWN TWP WD 1MT HOLLY WC 3MT HOLLY WC 6MT HOLLY WC 7

FELLOWSHIP MOTOR LODGEMT LAUREL MUA 1MT LAUREL MUA 2NJ TURNPIKE AUTH-MAINT 2HAINES.WILLIAM JR-FARM 2

NJ TURNPIKE AUTH 1N-1RANCOCAS WOODS WC 1MT LAUREL MUA 3MT LAUREL MUA 1US ARMY-FT DIX 1

US ARMY-FT DIX 1US ARMY-FT DIX 5US ARMY-FT DIX 2US ARMY-FT DIX 3US AIR FORCE-MCGUIRE D

US AIR FORCE-MCGUIRE CUS AIR FORCE-MCGUIRE AUS AIR FORCE-MCGUIRE BHOFFMAN-LA ROCHE CO 1971NJ WC-DEL VALLEY WC 1

PERMUTIT CORP IONAC 2PERMUTIT CORP IONAC 3US ARMY-FT DIX 6RIVERSIDE PUB SCHOOL 1RHODIA CORP. 1 OBS

HELIS STOCK FARM 3TALLMAN, I W 1INTSTATE STOR+PIPELN CONJ DOT-RT295 REST AREA 1MT HOLLY WC 5

HANOVER TRLS COMMISSARYRANCOCAS COUNTRY CLUB 1WILLINGBORO MUA 3WILLINGBORO MUA HWILLINGBORO MUA 7

WILLINGBORO MUA 1WILLINGBORO MUA 5WILLINGBORO MUA DCB-28EVESHAM MUA 7PEP BOYS 1

MAPLE SHADE WD 2INTERSTATE WASTE-MON 8BURLINGTON COUNTY CLUB 1MAPLE SHADE WD 11RAMBLEWOOD CC-2 TEE

TENNECO CHEM 9LISEHORA.M-GARAGE WELLHOLIDAY LK ICE CREAM STDBEST WESTERN MOTEL «2PYROPTICS 1

WASTE RESOURCE OBS 6WASTE RESOURCE OBS 5C R ENGLAND COBELLMAWR BORO WD 1BELLMAWR BORO WD 3

BELLMAWR BORO WD 1BERLIN BORO WD 9BERLIN BORO WD 10BROOKLAWN BORO WD 3-12SJ PORT COMM NY SHIP 5A

Municipality

MOORESTOWN TWPMOORESTOWN TWPMOUNT HOLLY TWPMOUNT HOLLY TWPMOUNT HOLLY TWP

MOUNT LAUREL TWPMOUNT LAUREL TWPMOUNT LAUREL TWPMOUNT LAUREL TWPMOUNT LAUREL TWP

MOUNT LAUREL TWPMOUNT LAUREL TWPMOUNT LAUREL TWPMOUNT LAUREL TWPNEW HANOVER TWP

NEW HANOVER TWPNEW HANOVER TWPNEW HANOVER TWPNEW HANOVER TWPNEW HANOVER TWP

NEW HANOVER TWPNEW HANOVER TWPNORTH HANOVER TWPNORTH HANOVER TWPPALMYRA BORO

PEMBERTON TWPPEMBERTON TWPPEMBERTON TWPRIVERSIDE TWPSPRINGFIELD TWP

SPRINGFIELD TWPSPRINGFIELD TWPSPRINGFIELD TWPSPRINGFIELD TWPWESTAMPTON TWP

WESTAMPTON TWPWILLINGBORO TWPWILLINGBORO TWPWILLINGBORO TWPWILLINGBORO TWP

WILLINGBORO TWPWILLINGBORO TWPWILLINGBORO TWPEVESHAM TWPEDGEWATER PK TWP

MAPLE SHADE TWPBURLINGTON TWPWESTAMPTONMAPLE SHADE TWPMOUNT LAUREL TWP

BURLINGTON TWPMANSFIELD TWPEDGEWATER PK TWPBURLINGTON TWPFLORENCE TWP

CINNAMINSON TWPCINNAMINSON TWPBURLINGTON TWPBELLMAWR BOROBELLMAWR BORO

BELLMAWR BOROBERLIN BOROBERLIN BOROBROOKLAWN BOROCAMDEN CITY

Index for

Plate 1

C-12C-12D-13D-13D-13

C-11C-11C-11C-12C-12

C-12C-12D-11D-11E-15

E-15E-15E-15E-15E-15

E-15E-15E-16E-16B-11

E-11E-11E-15B-12D-11

D-15D-15C-11C-11D-13

C-13C-12C-13C-12C-13

C-13C-13B-13D-11B-13

C-11C-15C-13C-11D-11

B-13C-11B-12C-13C-11

B-12B-12C-1HC-9C-9

C-9E-10E-10C-9B-9

Altitude of Land Surface' 1

(ft)

6559191560

7120201025

15501035

110

138150131165112

102128126136

10

3030

1602071.7

7080751055

5021282819

1039139010

3090.5

1022020

18100

107511

1037-1157535

31115115

1311.1


282- 332298- 338316- 316530- 600»113- 521»

235- 255558- 589362- 399"120- 160203- 238

192- 222237- 218592- 612590- 610

1056-1086

916- 9601061-1 1011030-1051819- 869

1012-1075

1036-1089992-1055780- 835"783- 811»

26"

190- 521718- 823

1090-111090- 100

603- 613

360- 372117

220- 215200- 220126- 516»

316- 336190- 238»203- 301»177- 280179- 255»

117- 199230- 256222- 212105- 11151- 61

91- 121118- 128260- 290389- 150

325"

70- 105182- 19110- 50

180- 19515- 50

30- 5030- 5015- 53

380- 557"331- 359

111- 160650- 713615- 713120- 16082- 100

1212101010

88838

86

121210

101010

810

1010

88

156

88

1066

6

886

610121212

16126

183

1018

12

186111

118

128

1288

128

Year Drilled

19691959195319731976

19621961196519521967

19511951197319731913

19111969191119151953

19531953196019711888

19601961197019651961

1962

196019721965

19661965195919581958

19551958195519791961

1919197819711978

19801950197819781972

19781978197219661956

19121955196719121910

Aquifer Unit 8

MRPA-MMRPA-MMRPA-UMRPA-MMRPA-M

MRPA-UMRPA-LMRPA-MMRPA-UMRPA-U

MRPA-UMRPA-UMRPA-LMRPA-LMRPA-L

MRPA-MMRPA-LMRPA-LMRPA-MMRPA-L

MRPA-LMRPA-LMRPA-MMRPA-MHPPM

MRPA-UMRPA-MMRPA-LMRPA-MMRPA-M


MRPA-MMRPA-MMRPAMRPAMRPA-M


MRPA-UMRPA-UMRPA-UMRPA-LMRPA-M

MRPA-MMRPA-UMRPAMRPA-UMRPA-U

MRPAMRPAMRPAMRPAMRPA-L

MRPA-UMRPA-UMRPA-UMRPA-UMRPA-U

Use Use of of

Site 4 Water 8

WWWWW

WWWWW

WZWWW

WTWUW

WWWWZ

WZTW0

WWWWW

WWWWW

WW0WW

W0WWW

WWWWW

00WWW

WWWW0

pppppIppCI

CUppT

TUTUT

TPTNP

NUUIU

sINPP

IIPPP

PPUpH

PUIPI

PHCCP

UUPPP

PPPPU

18

TABLE 1.--RECORDS OF SELECTED WELLS.--Continued.

Well Number

7- 387- 397- 407- 417- 46

7- 487- 497- 577- 587- 61

7- 627- 637- 647- 657- 66

7- 687- 707- 717- 727- 76

7- 777- 787- 797- 837- 84

7- 877- 907- 917- 937- 94

7- 957- 987- 1027- 1077- 108

7- 1107- 1207- 1227- 1247- 133

7- 1347- 1427- 1437- 1477- 148

7- 1497- 1577- 1607- 1717- 175

7- 1767- 1787- 1887- 1897- 193

7- 1947- 1957- 1977- 2077- 210

7- 21 17- 2137- 2157- 2207- 221


SJ PORT COMM NY SHIP 7CAMDEN CITY WD-CITY 7NCAMDEN CITY WD-CITY 7CAMDEN CITY WD-CITY 7-28CAMDEN CITY WD-CITY 11

CAMDEN CITY WD-CITY 6NCAMDEN CITY WD-CITY 6-28OUR LADY LORDS HOSP-STBYWEST JERSEY HOSPITAL 1CAMDEN CITY WD-CITY 4

CAMDEN CITY WD-CITY 4-35CAMDEN CITY WD-CITY 4-22CAMDEN CITY WD-CITY 17CAMDEN CITY WD-CITY 2BCAMDEN CITY WD-CITY 2A

CAMDEN CITY WD-CITY 13CAMDEN CITY WD-CITY 3ACAMDEN CITY WD-CITY 3-34CAMDEN CITY WD-CITY 3-22CAMDEN CITY WD-CITY 5-28

CAMDEN CITY WD-CITY 5-37CAMDEN CITY WD-CITY 5NCAMDEN CITY WD-CITY 12CAMDEN CITY WD-CITY 1ACAMDEN CITY WD-CITY 1-22

CAMDEN CITY WD-CITY 1-40CAMDEN CITY WD-CITY 10CAMDEN CITY WD-CITY 9CAMDEN CITY WD-CITY 9-24CAMDEN CITY WD-CITY 16

CAMDEN CITY WD-CITY 14NEW JERSEY WC-CAMDEN 52CAMDEN CITY WD-CITY 15NEW JERSEY WC-CAMDEN 51NEW JERSEY WC-CAM 10 DBS

NEW JERSEY WC-CAMDEN 49HUSSMAN REFRIDG CONEW JERSEY WC-BROWN 44NEW JERSEY WC-BROWNG 45NEW JERSEY WC-OLD ORCH36

NEW JERSEY WC-OLD ORCH37NEW JERSEY WC-ELLISBG 23NEW JERSEY WC-ELLISBG 16NEW JERSEY WC-KINGSTN 25NEW JERSEY WC-KINGSTN 28

NJ DEFT DEF-NAT GUARD 1NEW JERSEY WC-COLMBIA 31RCA-CHERRY HILL 1COLLINGSWOOD BORO WD 7COLLINGSWOOD BORO WD 1R

COLLINGSWOOD BORO WD 2COLLINGSWOOD BORO WD 3NEW JERSEY WC-GIBBSBO 42NEW JERSEY WC-GIBBSBO 41CRESCENT TRAILER PK 1

NJ ZINC CO 4-DEEPNJ ZINC CO 5-DEEPNJ ZINC CO 3-DEEPHINDE AND DAUCH-JERSEY 1GLOUCESTER CITY WD 42

GLOUCESTER CITY WD 2GLOUCESTER CITY WD 38GLOUCESTER CITY WD 37GLOUCESTER CITY WD 40USGS-GLOUC CTY CG BASE 1

Municipality

CAMDEN CITYCAMDEN CITYCAMDEN CITYCAMDEN CITYCAMDEN CITY







CAMDEN CITYCHERRY HILL TOPCHERRY HILL TWPCHERRY HILL TWPCHERRY HILL TWP

CHERRY HILL TOPCHERRY HILL TWPCHERRY HILL TOPCHERRY HILL TOPCHERRY HILL TOP

CHERRY HILL TWPCHERRY HILL TOPCHERRY HILL TWPCOLLINGSWOOD BOROCOLLINGSWOOD BORO

COLLINGSWOOD BOROCOLLINGSWOOD BOROGIBBSBORO BOROGIBBSBORO BOROGLOUCESTER CITY

GLOUCESTER CITYGLOUCESTER CITYGLOUCESTER CITYGLOUCESTER CITYGLOUCESTER CITY

GLOUCESTER CITYGLOUCESTER CITYGLOUCESTER CITYGLOUCESTER CITYGLOUCESTER CITY

Index for

Plate 1

B-9B-9B-9B-9B-9

B-9B-9B-10B-10B-10

B-10B-10B-10B-9B-9

B-10B-10B-10B-10B-10

B-10B-10B-10B-10B-10

B-10B-10BMOB-10B-10

B-10B-10B-10B-10B-10

B-10D-10D-10D-10D-11

D-11C-10C-10C-10C-10

C-10C-11C-10C-10B-10

B-10B-10D-10D-10C-9

B-9B-9B-9B-9B-9

B-9B-9B-9B-9B-9


(ft)

1221212113

1414303041

404034

88

3015151522

22222310

5

510

99

23

818

81011

9.467807780

6832404444

1545

1281025

1215656520

5559

15

1 110

51010


188-123-124-126-124-

111-111-237-119-131-

125-

230-111-143-

185-90-91-85-

152-

142-134-136-135-146-

135-126-116-106-149-

105-147-116-141-115-

137-276-684-483-299-

454-321-187-309-175-

96-376-220-224-266-

248-257-934-

229163162164154

136136258140156

156156»*265136182

225115113110171

172169166170174

168158146146179

145198136192155

169306741»626»349

488378220367207

111427264313306

278287986

1022-109759-

249-245-223-230-

141-279-

84-221-162-

71

279275253250306»*

171300125261170

1218182616

1826

88

18

18

181826

1818182612

1818161826

1818182618

1816181626

128

121212

1212121212

612

61212

12121212

8

106

101010

1086

126

Year Drilled

19421966194519281942

19481928196319581950

19351922195419531927

19531953193419221928

19371963194519531922

19401935195719241954

19531965195419651932

19551957197419731968

19681960195719611964

19561967195519651949

19601960197219721952

19581954195819451968

19291949194719611966

Aquifer Unit 3

MRPA-LMRPA-MMRPA-MMRPA-MMRPA-M

MRPA-MMRPA-MMRPA-LMRPA-MMRPA-M

MRPA-MMRPA-MMRPA-LMRPA-LMRPA-L

MRPA-LMRPA-MMRPA-MMRPA-MMRPA-L

MRPA-LMRPA-LMRPA-LMRPA-LMRPA-L



MRPA-LMRPA-UMRPA-LMRPA-MMRPA-U

MRPA-MMRPA-MMRPA-UMRPA-MMRPA-U

MRPA-UMRPA-LMRPA-UMRPA-LMRPA-L

MRPA-LMRPA-LMRPA-LMRPA-LMRPA-U


MRPA-UMRPA-LMRPA-UMRPA-LMRPA-L

Use Use of of

Site 4 Water 6

UWZZW

WZWWW

ZZWWZ

WWWZW

ZWWWZ

ZWWZW

WWWW0

WWWWW

WWWWW

WWWWW

WWWWW

WWWWW

UUUW0

Upppp

ppMTp

ppppU

ppppp

ppppp

ppppp

ppppU

pNppp

pppppTpNPP

PPPPP

NNNNP

UUUpU

19


Well Number

7- 2227- 2437- 2t97- 2527- 253

7- 2737- 2717- 2757- 2787- 279

7- 2837- 2857- 2897- 2907- 293

7- 2997- 3027- 3017- 3157- 316

7- 3207- 3227- 3237- 3267- 329

7- 3327- 3357- 3377- 3387- 339

7- 3107- 3117- 3137- 3507- 351

7- 3597- 3617- 3637- 3667- 367

7- 3687- 3697- 3707- 3727- 373

7- 3717- 3757- 3777- 3797- 380

7- 3827- 3837- 3867- 3877- 388

7- 3897- 3907- 3927- 3987- 101

7- 1077-1107- 1127- 1137- 122


GLOUCESTER CITY WD 11CAMDEN CO INS-LAKELAND 2GARDEN ST WC-BLACKWOOD 3GARDEN ST WC-BLACKWOOD 6GARDEN ST WC-BLACKWOOD 1

NEW JERSEY WC-OTTERBK 29NEW JERSEY WC-OTTERBK 39NEW JERSEY WC-HADDON 20NEW JERSEY WC-HADDON 15NEW JERSEY WC-HADDON 30

NEW JERSE WC-EGBERT DBSNEW JERSEY WC-EGBERT 18HADDON TWP WD 2HADDON TWP WD 1HADDON TWP HIGH SCH 1

HADDONFLD BORO WD-LAYN 2HADDONFLD BORO WD-RULONHADDONFLD BORO WD-LAKE STNEW JERSEY WC-MAGNOLIA16NEW JERSEY WC-MAGNOLIA33

MERCH-PENN WCOM-WDBINE 1NEW JERSEY WC-OAKLYN DBSSTEVENS AND STEVENS 1MERCH-PENN WCOM-BROWN 1MERCH-PENN WCOM-BROWN 2A

MERCH-PENN WCOM-MARION 2MERCH-PENN WCOM-MARION 1USGS-PETTY ISLAND 1 EASTUSGS-PETTY ISLAND 2 EASTPREDCO PREC PANELS

MERCH-PENN WCOM-DEL GN 1MERCH-PENN WCOM-DEL GN 2USGS-PETTY ISLAND 1 WESTMERCH-PENN WCOM-PARK 2PETTY ISLAND OBS

CAMDEN CITY WD-PUCHACK 5CAMDEN CITY WD-PUCHACK 1CAMDEN CITY WD-PUCHACK 2CAMDEN CITY WD-PUCHACK 1CAMDEN CITY WD-PUCHACK 3

CAMDEN CITY WD-DELAIR 1CAMDEN CITY WD-DELAIR 2CAMDEN CITY WD-DELAIR 3MERCH-PENN WCOM-NAT HY 1CAMDEN CITY WD-MORRIS 6

CAMDEN CITY WD-MORRIS 9CAMDEN CITY WD-MORRIS 8CAMDEN CITY WD-MORRIS 7CAMDEN CITY WD-MORRIS 10KINGSTON TRAP RK IND 2

CAMDEN CITY WD-MORRIS 1ACAMDEN CITY WD-MORRIS 1CAMDEN CITY WD-MORRIS 3ACAMDEN CITY WD-MORRIS 2CAMDEN CITY WD-MORRIS 5

CAMDEN CITY WD-MORIS SNACAMDEN CITY WD-MORRIS 1PINE HILL MUA 1PINE HILL MUA 2-1972NEW JERSEY WC-RUNMEDE 19

TRAP ROCK IND-RUNMEDE 3NEW JERSEY WC-SOMRDAL 11NEW JERSEY WC-ELM TREE 2NEW JERSEY WC-ELM TREE 3NEW JERSEY WC-ASHLAND 17

Municipality

GLOUCESTER CITYGLOUCESTER TWPGLOUCESTER TWPGLOUCESTER TWPGLOUCESTER TWP

GLOUCESTER TWPGLOUCESTER TWPBARRINGTON BOROHADDON HGTS BOROHADDON HGTS BORO

HADDON HGTS BOROHADDON HGTS BOROHADDON TWPHADDON TWPHADDON TWP

HADDONFIELD BOROHADDONFIELD BOROHADDONFIELD BOROMAGNOLIA BOROMAGNOLIA BORO

MRCHNTVILLE BOROOAKLYN BOROPENNSAUKEN TWPPENNSAUKEN TWPPENNSAUKEN TWP

PENNSAUKEN TWPPENNSAUKEN TWPPENNSAUKEN TWPPENNSAUKEN TWPPENNSAUKEN TWP






PENNSAUKEN TWPPENNSAUKEN TWPPINE HILL BOROPINE HILL BORORUNNEMEDE BORO

RUNNEMEDE BOROSOMERDALE BOROVOORHEES TWPVOORHEES TWPVOORHEES TWP

Index for

Plate 1

B-9D-8D-9D-9D-9

D-9D-9C-9C-9C-9

C-9C-9C-10C-10C-10

C-10C-10C-10C-9C-9

B-10C-10B-10B-10B-10

B-10B-10B-10B-10B-10

B-10B-10B-10B-11B-10

B-11B-11B-11B-11B-11

B-10B-10B-10B-11B-11

B-11B-11B-11B-11B-11

B-11B-11B-11B-11B-11

B-11B-11E-9E-9C-9

C-9C-9E-10E-10D-10


(ft)

1025817520

6060606565

23-721605615

6525507860

6532.7182520

6061

55

32

5039

51211.6

3010111010

1058

1011

1010101635

88

1010

5

59

150200

67

1095

118.7118.7

68


226-

126-107-350-

612-269-236-152-221-

115-111-139-136-112-

206-523-307-128-271-

215-101-71-

107-110-

223-213-

11-

97-115-77-

232-

136-136-126-108-127-

103-109-89-

195-98-

89-89-85-75-

115-

95-95-73-93-80-

79-77-

627-668-297-

195-389-

266386««117177386

712319267591275

155191170168162

216572372»510318

285111

81137110

25827890»»55

108»»

123115

8125778"

181180165110175

138111129»230«133

113»121120115123

131130103123115

111107669698339

205111

1217-1227706-379-

717121

12

1212

8

101212

812

6121010

6

121112

812

1261

1212

1212

66

18121012

8

2626262626

1818181226

26182618

8

1826181826

1818

88

12

110

66

12

Year Drilled

1965

195619711918

19651968195819561965

19621958195219521966

19561956196719611967

19631961195619591965

19631957196619661962

19551951196619131919

19211921192119211921

19301930193019671932

19321953193219601966

19601960195319321932

19601961196219721958

19681956196319631957

Aquifer Unit 3

MRPA-LMRPA-UMRPA-UMRPA-UMRPA-U

MRPA-LMRPA-UMRPA-UMRPA-LMRPA-U

MRPA-LMRPA-UMRPA-LMRPA-LMRPA-U

MRPA-UMRPA-LMRPA-MMRPA-MMRPA-U

MRPA-LMRPA-UMRPA-UMRPA-LMRPA-M

MRPA-LMRPA-LMRPAMRPAMRPA-M

MRPA-MMRPA-MMRPA-LMRPA-LMRPA-L





MRPA-LMRPA-LMRPA-UMRPA-UMRPA-U

MRPA-UMRPA-UMRPA-LMRPA-MMRPA-U

Use Use of of

Site 4 Water 6

WwWwwwwwww0wwwwwwwwww0wwwwwTTwzwzw0

wwwww

wwwwwwwwwwwwwwzwwwwwww00w

pTppp

pppppupppIppppppuHppppuuN

upupuppppp

ppppp

ppppN

ppppppppppHPUup

20


Well Number

7- 4267- 1767- 1777- 5177- 520

7- 5277- 5287- 5357- 5417- 545

7- 5467- 5557- 5597- 5607- 562

7- 5637- 5667- 5677- 5687- 571

7- 5737- 5747- 5757- 5867- 587

15- 115- 315- 515- 615- 7

15- 815- 915- 1115- 1615- 24

15- 2815- 2915- 5915- 6015- 62

15- 6315- 6515- 6915- 7015- 72

15- 7615- 7915- 8115- 8215- 84

15- 8915- 9315- 9415- 9615- 97

15- 9815- 10115- 10215- 10315- 104

15- 10715- 10915- 11815- 12715- 129


NEW JERSEY WC-VOORHES 21USGS-NEW BROOKLN PK 1 OBUSGS-NEW BROOKLN PK 2 OBBROOKLAWN BORO WD 4-67BROOKLAWN BORO WD 3-61

CAMDEN CITY WD-CITY 18CAHDEN CITY WD-PUCHACK 7CAMDEN CITY WD-TW 1 1979CAMDEN CITY WD-TW 8 1979CAMDEN CITY WD-MORRIS 11

NEW JERSEY WC-LAUREL 14PENLER ANODIZING CO 1MEADOWBROOK SWIM CLUBMERCH-PENN WCOM-WDBINE 2NJDEP-HARRISON AVE 2

NJDEP-HARRISON AVE 3NJDEP-HARRISON AVE 6NJDEP-HARRISON AVE 7PENNSAUKN LANDFILL MON 1PENNSAUKN LANDFILL MON 4

USGS-GLOUC CTY CG BASE 2USGS-GLOUC CTY CG BASE 3BELL SUPPLY CO 1CAMDEN CITY WD-MORRIS 12CAMDEN CITY WD-MORRIS 13

CLAYTON BORO WD 3CLAYTON BORO WD 4WOODBURY CTY WD-SEWEL 1WOODBURY CTY WD-SEWEL 1AWOODBURY CTY WD-SEWELL 2

WOODBURY CTY WD-SEWEL 2ADEPTFORD TOP MUA 5-1971DEPTFORD TOP MUA 2DEPTFORD TOP MUA 1DEPTFORD TOP MUA 4

E GREENWICH TOP WD 2E GREENWICH TOP WD 1OWENS ILLINOIS 1GLASSBORO BORO WD 3GLASSBORO BORO WD 2

GLASSBORO BORO WD 4GREENWICH TOP WD 2GREENWICH TOP WD 3GREENWICH TOP WD 1El DUPONT REPAUNO 3

HERCULES CHEM 4-1970El DUPONT REPAUNO 6El DUPONT REPAUNO 5El DUPONT REPAUNO 1 (0)HERCULES CHEM GIBBSTON 2

HERCULES CHEM GIBBSTWN 1MOBIL OIL-GREENWICH 46MOBIL OIL-GREENWICH 44HERCULES CHEM-GIBB OBS 2HERCULES CHEM GIBB 8 OBS

MOBIL OIL-GREENWICH 45MOBIL OIL-GREENWICH 40El DUPONT REPAUNO 20El DUPONT REPAUNO HEl DUPONT REPAUNO J

El DUPONT REPAUNO CMOBIL OIL-GREENWICH HIMOBIL OIL-GREENWICH 47LEONARD, WILLIAM 5SO JERSEY WS CO 1

Municipality

VOORHEES TWPWINSLOW TWPWINSLOW TWPBROOKLAWN BOROBROOKLAWN BORO

CAMDEN CITYPENNSAUKEN TWPPENNSAUKEN TWPCAMDEN CITYPENNSAUKEN TWP

LAUREL SPRINGS BOROCAMDEN CITYPENNSAUKEN TWPMRCHNTVILLE BOROCAMDEN CITY

CAMDEN CITYCAMDEN CITYCAMDEN CITYPENNSAUKEN TWPPENNSAUKEN TWP

GLOUCESTER CITYGLOUCESTER CITYPENNSAUKEN TWPPENNSAUKEN TWPPENNSAUKEN TWP

CLAYTON BOROCLAYTON BORODEPTFORD TWPDEPTFORD TWPDEPTFORD TWP

DEPTFORD TWPDEPTFORD TWPDEPTFORD TWPDEPTFORD TWPDEPTFORD TWP

E GREENWICH TWPE GREENWICH TWPGLASSBORO BOROGLASSBORO BOROGLASSBORO BORO

GLASSBORO BOROGREENWICH TWPGREENWICH TWPGREENWICH TOPGREENWICH TWP

GREENWICH TWPGREENWICH TOPGREENWICH TOPGREENWICH TWPGREENWICH TWP

GREENWICH TOPGREENWICH TWPGREENWICH TWPGREENWICH TWPGREENWICH TOP

GREENWICH TOPGREENWICH TOPGREENWICH TWPGREENWICH TWPGREENWICH TWP

GREENWICH TOPGREENWICH TWPGREENWICH TWPHARRISON TWPHARRISON TWP

Index for

Plate 1

D-10F-9F-9C-9C-9

B-10B-11B-11B-10B-11

D-9B-11B-11B-10B-10

B-10B-10B-10B-11B-11

B-9B-9B-10B-11B-11

E-7E-7D-8D-8D-8

D-8D-8C-8C-8C-9

C-7C-7E-7E-7E-7

D-7B-7B-7B-7B-7

B-7B-7B-7B-7B-7

B-7B-7B-7B-7B-7

B-7B-7B-7B-7B-7

B-7B-7B-7D-7C-6


(ft)

129111.1111.1

1310

4020101010

8050505015

1515152621

1010151010

133140202065

2178587040

7065

144150145

1462010106

1510101012

105

20105.6

320

322

22020

14035

Screen Screen Setting* Diameter (ft) (in)

422- 4821485-1495829-288-307-

258-140-100-215-102-

75-97-

196-26-

97-20-

102-59-47-

77-

74-86-90-

746-670-263-263-267-

244-414-255-252-282-

191-169-606-562-562-

549-69-

108-76-91-

91-84-81-75-

121-

77-111-116-129-102-

95-195-73-83-74-

75-230-220-478-

839319327

288180130253*144

441««80

107226

46

11740

1226048

8834««84

1 17*130«

800»740311308317

307447281273345

216200«647612602

59998

16896

101

121«10999

105146

103136136134107

118225103103103

105260240524263**

1246

106

1818

44

16

41012

4

44444

526

12

812121216

1212121212

104

1288

815121612

1012

88

10

101216

33

1616101010

108

128

Year Drilled

19591960196119671961

19761975197919791979

19561968196319791980

19801980198019791979

19661966195419811980

19561973193419671937

19731971195819551971

19561931196119551947

19611950195919441950

19701967196519361954

19541950194719531954

19471944194019451940

19451946195319581950

Aquifer Unit*

MRPA-UMRPAMRPA-UMRPA-LMRPA-U


MRPA-UMRPA-UMRPA-UMRPA-MMRPA

MRPA-LMRPAMRPA-LMRPAMRPA

MRPA-UHPPMMRPA-UMRPA-LMRPA-L


MRPA-UMRPA-UMRPA-UMRPA-UMRPA-M


MRPA-UMRPA-UMRPA-MMRPA-MMRPA-M



MRPA-MMRPA-LMRPA-MMRPA-MMRPA-M

MRPA-MMRPA-LMRPA-LMRPA-UMRPA-U

Use Use of of

Site 4 Water"

W00WW

WWTTW

WWWW0

00000

00WWW

WWWWzWWWWW

WWWWW

WzWzW

WWWWuWWW00

WWWWW

WWWWW

puuppppuuppNRpuuuuuuuuNppppppupppppppNpp

pupuN

NNNNU

NNNUU

NNNNN

NNNIP

21

TABLE 1.--RECORDS OF SELECTED WELLS. Continued.

Well Number

15-15-15-15-15-

15-15-15-15-15-

15-15-15-15-15-

15-15-15-15-15-

15-15-15-15-15-

15-15-15-15-15-

15-15-15-15-15-

15-15-15-15-15-

15-15-15-15-15-

15-15-15-15-15-

15-15-15-15-15-

15-15-15-15-15-

15-15-15-15-15-

130131137138139

143144146158159

161163165166167

189191192193194

206207210212213

215216218220224

225226227231236

237238240242243

248253261265267

274275276281282

283284285308312

314317318319320

321322323324326


SO JERSEY WS CO 3CLEARVIEW HIGH SCHOOL 1PURELAND WC 2 (3-1973)MUSUMECI, FRANKPURELAND WC TW 3

PURELAND WC LANDTEC TW6CPURELAND WC 1-1973PURELAND WC LANDTECT TW9MONSANTO CHEM WEST 2MONSANTO CHEM EAST 1

MONSANTO CHEM DBS 1MONSANTO CHEM DBS 3PENNS GROVE WC-BRIDGPT 1PENNS GROVE WC-BRIDGPT 2MONSANTO CHEM 3

MANTUA MUA 2 (SEWELL 1)MANTUA MUA 1 (SEWELL 2)MANTUA MUA 5 (EDENWD 1)MANTUA MUA 3 (MANT WC 2.)MANTUA MUA 4 (MANT WC3)

NATIONAL PARK BORO WD 1NATIONAL PARK BORO WD 2PAULSBORO WD 6-73PAULSBORO WD 4-51PAULSBORO WD 5-57

PAULSBORO BORO WD 2PAULSBORO BORO WD 3MOBIL OIL-GREENWICH 33ESSEX CHEM-OLIN 1-1954PITMAN BORO WD PG1

PITMAN BORO WD P1PITMAN BORO WD P2PITMAN BORO WD P3MARINO, HSWEDESBORO BORO WD 3

SWEDESBORO BORO WD 1SWEDESBORO BORO WD 2DEL MONTE CORP 9DEL MONTE CORP 6DEL MONTE CORP 4

WASHINGTON TWP MUA 5-73WASHINGTON TWP MUA 6-64WASHINGTON TWP MUA 1WASHINGTON TWP MUA 2WASHINGTON TWP MUA 3

WENONAH BORO WD 1WENONAH BORO WD 2W DEPTFORD TWP WD 4W DEPTFORD TWP WD 3W DEPTFORD TWP WD 5

SHELL CHEM CO 3SHELL CHEM CO 4SHELL CHEM CO 1PENWALT CORP TW 8W DEPTFORD TWP WD 6

TEXACO EAGLE PT 6-PRODTEXACO EAGLE PT 7TEXACO EAGLE PT 2TEXACO EAGLE PT 4-PRODTEXACO EAGLE PT 1

TEXACO EAGLE PT 5TEXACO EAGLE PT 3TEXACO EAGLE PT 3-OBSTEXACO EAGLE PT 4-OBSWESTVILLE BORO WD 5

Municipality

HARRISON TWPHARRISON TWPLOGAN TWPLOGAN TWPLOGAN TWP

LOGAN TWPLOGAN TWPLOGAN TWPLOGAN TWPLOGAN TWP

LOGAN TWPLOGAN TWPLOGAN TWPLOGAN TWPLOGAN TWP

MANTUA TWPMANTUA TWPMANTUA TWPMANTUA TWPMANTUA TWP

NATIONAL PK BORONATIONAL PK BOROPAULSBORO BOROPAULSBORO BOROPAULSBORO BORO

PAULSBORO BOROPAULSBORO BOROPAULSBORO BOROPAULSBORO BOROPITMAN BORO

PITMAN BOROPITMAN BOROPITMAN BOROS HARRISON TWPSWEDESBORO BORO

SWEDESBORO BOROSWEDESBORO BOROSWEDESBORO BOROSWEDESBORO BOROSWEDESBORO BORO

WASHINGTON TWPWASHINGTON TWPWASHINGTON TWPWASHINGTON TWPWASHINGTON TWP

WENONAH BOROWENONAH BOROWEST DEPTFORD TWPWEST DEPTFORD TWPWEST DEPTFORD TWP

WEST DEPTFORD TWPWEST DEPTFORD TWPWEST DEPTFORD TWPWEST DEPTFORD TWPWEST DEPTFORD TWP

WEST DEPTFORD TWPWEST DEPTFORD TWPWEST DEPTFORD TWPWEST DEPTFORD TWPWEST DEPTFORD TWP

WEST DEPTFORD TWPWEST DEPTFORD TWPWEST DEPTFORD TWPWEST DEPTFORD TWPWESTVILLE BORO

Index for

Plate 1

C-6C-7B-6B-6B-6

B-5B-6B-5A-6A-6

A-6A-6B-6B-6A J6

D-8D-8C-7C-8C-7

B-8B-8B-7B-7B-7

B-7B-7B-7B-8D-7

D-7D-7D-7C-6C-6

C-6C-6C-6B-6B-6

E-8E-8E-8E-8D-8

C-8C-8C-8C-8C-8

B-7B-7B-7B-8C-8

B-8B-8B-9B-8B-9

B-9B-9B-9B-9C-9


(ft)

35452915

8

19-47.64.8

1 11 1

5555

10

8060886510

1030151510

16162010

140

140130999075

3530302515

125152100

90150

8050606155

3030121020

1510171432

1320211012


234-

158-28-

301-

106-81-82-57-56-

70-82-30-65-64-

352-336-315-295-230-

64-241-185-192-135-

70-115-169-234-486-

468-475-447-348-241-

174-217-190-267-

559-584-581-543-575-

283-268-242-227-388-

358-127-328-231-322-

280-261-259-259-248-

237-258-255-214-243-

265445**208

34345

149136*101

8281

90118

408594

377368337317265

85282227*220175

100140236256524

514515487358312

220*240231298220**

618652612573640*

320310288243450

383157358271372

318301289289288

277288275224277

78

1246

666

1212

8686

10

101012

88

88

121212

181810

810

108

103

12

128

1010

12888

12

1212

81212

121212

812

1412161612

1212

63

12

YearDrilled

19531960197319511970

19701973197019611961

19601960193019551969

19511965195719531969

19501956197319511957

19301942192619541938

19261947196019541969

19331940196319441942

19731964195919651972

19441951196319571973

19621962196119691973

19491973194819481947

19481947194819481971

Aquifer Unit 3

MRPA-UMRPA-UMRPA-MHPPMMRPA-L




MRPA-UMRPA-LMRPA-MMRPA-MMRPA-M

MRPA-MMRPA-MMRPA-LMRPA-LMRPA-U


MRPA-UMRPA-UMRPA-UMRPA-MMRPA-U


MRPA-UMRPA-UMRPA-UMRPA-UMRPA-L

MRPA-LMRPA-UMRPA-LMRPA-LMRPA-L



Use ' Use of of

Site 4 Water 5

WWWWT

0W0WW

00zWW

WWWWW

WWWWW

WWWWW

WWWWW

zWWWu

WWWWW

WWWWW

WWWTW

WWWWW

WW00W

pTpHu

upuNN

uuupN

PPPPP

Ppppp

ppNNP

PPPHP

UPNNU

PPPPP

PPPPP

NNNUP

NNNNN

NNUUP

22


Well Number

15- 32715- 32915- 33115- 33215- 333

15- 33115- 33715- 31015- 31115- 312

15- 31315- 31515- 31715- 31815- 319

15- 35015- 35115- 35515- 35715- 361

15- 36615- 37315- 37115- 38015- 387

15- 38815- 39015- 39215- 39515- 399

15- 10915- 11015- 11715- 12215- 123

15- 12815- 13115- 13115- 13921- 39

21- 1(121- 5121- 9221- 9321- 95

21- 11(721- 20221- 20321- 20733- 61

33- 6533- 6633- 6733- 6933- 70

33- 7133- 7533- 7633- 7733- 80

33- 8333- 8533- 8633- 10333- 105


WESTVILLE BORO WD HWESTVILLE BORO WD 1WOODBURY WD RAILROAD 5WOODBURY WO-PARK LOT 3WOODBURY WD-TATUM H

MACCAROME, JMAUGERI, SALCATALAMO, FBUTLER, WALTERDEL MONTE CORP 10

CASELLA BROSMUSUMECI, PGREENWICH TWP WD 5GREENWICH TWP WD 6PURELAND WC LANDTECT 2

PURELAND WC LANDTECT 1ROLLINS ENVIR DP2E GREENWICH TWP WD 3El DUPONT REPAUNO 7 DBSGLASSBORO BORO WD 5

CIANCIULLI, TIMOTHYW DEPTFORD TWP MUA 7DEPTFORD TWP MUA 6MONSANTO CHEM DBS 2ROLLINS ENVIR DP1

ROLLINS ENVIR DP3GLOUCESTER CO SEW AUTH 1NJ TPK AUTH-MAINT S-1-61REPAUPO FIRE CO 30-1972ALLIED ENERGY 1 1977

LOGAN TWP MUA 1TEXACO EAGLE PT HAS&S AUCTION HOUSE 1 1978PITMAN BORO WD PUMOBIL OIL-GREENWICH 28

MOBIL OIL-GREENWICH 36WOODBURY CITY WD 6-81WESTVILLE BORO WD 6ESSEX CHEM-OLIN 2-1970STAUFFER CHEM CO 1

BORDENTOWN WD-WH 1GARDEN ST WC-R FROST 10CHAMPALE INC-YARDSIDEROEBLING 4 SONSALLENTOWN WD 1

PUB SERV E-G-DUCK ISL 1HAMILTON SQUARE WC 6CHAMPALE INC-OLD WELLHAND, WILLIAM 1-1930El DUPONT-COURSE LAND 3A

El DUPONT-COURSE LAND 3BEl DUPONT-COURSE LAND 3CEl DUPONT-COURSE LAND P1NJ TPKE SERV AREA 1N-1NJ TPKE SERV AREA IN-2

OLDSMANS TWP WD 1BSA-AUBURN HILL CAMPDAWSON, H WPENNS GROVE WSC-PEDTN 11AIRCO INDUSTRIAL GASES 1

BF GOODRICH CO 9BF GOODRICH CO 6BF GOODRICH CO HPENNS GROVE SEW AUTH 1DILWORTH, J R

Municipality

WESTVILLE BOROWESTVILLE BOROWOODBURY CITYWOODBURY CITYWOODBURY CITY

WOOLWICH TWPWOOLWICH TWPWOOLWICH TWPWOOLWICH TWPWOOLWICH TWP

WOOLWICH TWPWOOLWICH TWPGREENWICH TWPGREENWICH TWPLOGAN TWP

LOGAN TWPLOGAN TWPE GREENWICH TWPGREENWICH TWPGLASSBORO BORO

E GREENWICH TWPWEST DEPTFORD TWPDEPTFORD TWPLOGAN TWPLOGAN TWP

LOGAN TWPWEST DEPTFORD TWPWOOLWICH TWPGREENWICH TWPLOGAN TWP

LOGAN TWPWEST DEPTFORD TWPLOGAN TWPHARRISON TWPGREENWICH TWP

PAULSBORO BOROWOODBURY CITYWESTVILLE BOROPAULSBORO BOROHAMILTON TWP

HAMILTON TWPHAMILTON TWPTRENTON CITYTRENTON CITYWASHINGTON TWP

TRENTON CITYHAMILTON TWPTRENTON CITYWEST WINDSOR TWPMANNINGTON TWP

MANNINGTON TWPMANNINGTON TWPMANNINGTON TWPOLDMANS TWPOLDMANS TWP

OLDMANS TWPOLDMANS TWPOLDMANS TWPOLDMANS TWPOLDMANS TWP

OLDMANS TWPOLDMANS TWPOLDMANS TWPPENNS GROVE BOROPENNSVILLE TWP

Index for

Plate 1

C-9C-9C-8r fl u oC-8

C-5B-5B-5C-6C-6

B-5B-6B-7B-7A-6

B-5B-6C-7B-7E-7

C-7C-8C-8A-6B-6

B-6B-8C-6B-7B-6

B-6B-8B-6D-7B-7

B-7C-8C-9B-8C-16

B-16B-'i7B-16B-16C-17

B-16B-17B-16B-18C-il

C-HC-i(C-ilB-i(B-i(

B-5B-5B-5B-5A-5

A-5A-5A-5A-UC-2


(ft)

1616355020

6315506060

65622020

5

20.113-3U2

Hmo

802850

55.3

22.31090

510

205

10mo

10

2530201055

2085273070

1010027

10030

3030101(01(0

8017271012

101013

210


286-69-

1(05-118-129-

21(7-128-108-222-192-

115-91-82-

105-170-

231-80-

205--

610-

209-323-130-71-80-

75-91-

21(1-93-71-

83-256-

51-198-87-

111-211-267-215-179-

101-191-70-

125-263-

13-

90-375-

501-375-1(45-313-

185-129-118-133-112-

93-109-169-50-

256-

313112157188167«

253118111228279

121100117135220

28190

21(5105"657

2193631(867690

8510625111391

103296

61568«136

138305317235199

12121(3

8011(7273

63228"

90««95

575«

512386601333330"

206131123178132

13312918960

263

108

121212

i|6i|3

12

i|H

1212

6

6i|

12i|

12

31212

6i|

i|666

10

612

118

2U

201212

88

12

101010

11

66

22

1286

66i|8

12

12668U

Year Drilled

19571930196019161953

19511955195119551967

19531951197719781970

197019761975

1973

197819801979

1976

19801971196119791977

1975197819781980

1928198019801970196i(

196i(1962196119101952

19771950195019301966

1966196619661953

1968191(1195719361963

19681967196719551950

Aquifer Unit 8

MRPA-LMRPA-UMRPA-LMRPA-UMRPA-U


MRPA-UMRPA-UMRPA-MMRPA-UMRPA-L

MRPA-LMRPA-MMRPA-UMRPA-MMRPA-U

MRPA-UMRPA-LMRPA-MMRPA-MMRPA-M

MRPA-MMRPA-UMRPA-UMRPA-UMRPA-M

MRPA-MMRPA-LMRPA-UMRPA-UMRPA-M

MRPA-MMRPA-MMRPA-LMRPAMRPA-M

MRPA-MMRPA-MMRPAMRPAMRPA-U

MRPAMRPAMRPAMRPAMRPA-M



MRPA-MMRPA-MMRPA-LMRPA-MMRPA-U

Use Use of of

Site 4 Water 6

WWWWW

WWWWW

WWWW0

00W0W

WWW00

0WWWW

WWWWW

WWWWW

WWuWW

WWWW0

00WWW

WWWzW

WWWWu

PPPPPsIHsF

sHPPuuuPuPHPPuuuNNFF

PNNIN

NPPNN

PPUNP

NPNIU

UuINN

PTHUN

NNNZU

23


Well Number

33- 10633- 10733- 10833- 11233- 117

33- 11833- 11933- 12133- 12233- 123

33- 12533- 12633- 12733- 12833- 135

33- 13733- 11733- 15833- 16333- 164

33- 16533- 16633- 16733- 18233- 187

33- 19433- 19833- 25133- 25333- 299

33- 30033- 30133- 30233- 30333- 304

33- 30533- 30733- 30833- 30933- 310

33- 32233- 32533- 32633- 32833- 330

33- 33333- 33133- 33533- 34233- 345

33- 34633- 3«733- 35333- 35433- 355

33- 36033- 36133- 36233- 36433- 101

33- 41933- 42033- 42133- 428


LINSKI, ALEX 2-1962NJDEP-FT MOTT STATE PK 1US ARMY-FINNS PT CEMPENNSVILLE TWP WD 4PENNSVILLE TWP WD 3

PENNSVILLE TWP WD 1PENNSVILLE TWP WD 2ATL CITY EL-DEEPWATER 3ATL CITY EL-DEEPWATER 3RATL CITY EL-DEEPWATER 2

ATL CITY EL-DEEPWATER 5El DUPONT-RANNEY 7ATL CITY EL-DEEPWATER 6El DUPONT-RANNEY 6El DUPONT-RANNEY 5

El DUPONT-DRINKWATER 8SALEM CO OFFICE BLDG 1ACME MARKETS 1RICHMAN ICE CREAM 1RICHMAN ICE CREAM 2

El DUPONT-COURSE LAND 4AEl DUPONT-COURSE LAND 4BEl DUPONT-COURSE LAND 4CDAVIS, ALLENUSGS-POINT AIRY OBS

KELLY, W FDUBOIS BROTHERS IRR 74USGS-SALEM 1 OBSUSGS-SALEM 3 OBSEl DUPONT-COURSE LAND 1A

El DUPONT-COURSE LAND 1BEl DUPONT-COURSE LAND 1CEl DUPONT-COURSE LAND 2AEl DUPONT-COURSE LAND 2BEl DUPONT-COURSE LAND 2C

El DUPONT-COURSE LAND P3El DUPONT-RANNEY 1El DUPONT-RANNEY 2El DUPONT-RANNEY 3El DUPONT-RANNEY 4

El DUPONT-CARNEY PT 2El DUPONT-CARNEY PT 3El DUPONT-CARNEY PT 4El DUPONT-CARNEY PT 1PENNS GROVE WC-LAYTON 11

El DUPONT-CARNEY PT 5El DUPONT-CARNEY PT 6El DUPONT-CARNEY PT 7PENNS GROVE 24 OBSPENNS GROVE WC 2B

PENNS GROVE WC-LAYNE 1PENNS GROVE WC-RANNEYWOODSTOWN BORO WD 1WOODSTOWN BORO WD 2WOODSTOWN ICE & COAL 1

PENNSVILLE T WD 5PENNS GROVE WC-LAYTN1-79WOODSTOWN BORO WD 3PSEG-SALEM NUC GEN STA 5PUBLIC SERVICE TEST 1-80

NL INDUSTRIES MON 8RNL INDUSTRIES MON 9R2SPARKS, MAYHEWPENNS GROVE WC 2A

Municipality

PENNSVILLE TWPPENNSVILLE TWPPENNSVILLE TWPPENNSVILLE TWPPENNSVILLE TWP



PENNSVILLE TWPPILESGROVE TWPPILESGROVE TWPPILESGROVE TWPPILESGROVE TWP

PILESGROVE TWPPILESGROVE TWPPILESGROVE TWPPILESGROVE TWPPILESGROVE TWP

PILESGROVE TWPPILESGROVE TWPSALEM CITYSALEM CITYCARNEYS PT TWP

CARNEYS PT TWPCARNEYS PT TWPCARNEYS PT TWPCARNEYS PT TWPCARNEYS PT TWP




CARNEYS PT TWPCARNEYS PT TWPWOODSTOWN BOROWOODSTOWN BOROWOODSTOWN BORO

PENNSVILLE TWPCARNEYS PT TWPWOODSTOWN BOROL ALLOWAYS CK TWPL ALLOWAYS CK TWP

OLDMANS TWPOLDMANS TWPMANNINGTON TWPCARNEYS PT TWP

Index for

Plate1

C-3B-2B-2B-3B-3

B-3B-3B-3B-3B-3

B-3B-3B-3B-3B-3

B-3C-4D-4C-4C-4

C-4C-4C-4C-5C-5

C-5C-5C-2C-2 ,C-4

C-4C-4C-4C-4C-4

C-4B-4B-4B-4B-JI

B-4B-4B-JIB-JIB-4

B-JIB-4B-JIB-4B-4

B-4B-4C-5C-5D-5

B-3B-4D-5D-1D-1

A-5A-5B-JIB-4


(ft)

587

107

87

191010

1015101516

1440572520

4717478673

9051

33

26

2526303030

1J|8

1818

8

5555

16

55

1 117.919

1917454558

1013601720

14.014.41519


359-300-290-117-87-

213-210-171-165-158-

149-52-

158-50-47-

317-361-562-455-418-

634-568-430-323-664-

500-337-699-335-604-

507-404-583-533-435-

381-

396-49-49-

169-71-71-

175-351-

51-157-260-46-45-

317-

665-670-340-

101-54-

692-765-

365320319137102

238230250235250

219*14018860

116

3JI7368575JI75446

644578440335672

5103627093406UI

51741559354J|445

45760««

4806969

219102

86195394

81181*H3K«

5158

35734««

703705360

11764

7128JIO

1115-1135

101-53-

332-

10861

34060««

484

1212

1010151215

101212

612

10448

10

22244

38662

22222

12

81212

12181612

8

121218

612

12192

888

1212101212

443

Year Drilled

19621900195119651956

19451949192919701929

19531966195819661963

19431958196019481946

19661967196619591958

19601974196519651966

19661966196619661966

1966

195519601962

19331933195519671944

19571957196719411944

19561939192719461927

19791978197519741980

1980198019671944

Aquifer Unit 3



MRPA-MMRPA-UMRPA-MMRPA-UMRPA-U

MRPA-LMRPA-UMRPA-MMRPA-MMRPA-M

MRPA-MMRPA-MMRPA-MMRPA-UMRPA-M

MRPA-MMRPA-MMRPA-MMRPA-UMRPA-M


MRPA-MMRPA-UMRPA-LMRPA-UMRPA-U

MRPA-MMRPA-MMRPA-MMRPA-MMRPA-L

MRPA-MMRPA-MMRPA-LMRPA-UMRPA-U

MRPA-LHPPMMRPA-MMRPA-MMRPA-U

MRPA-UMRPA-UMRPA-MMRPA-MMR PA

MRPA-MMRPAMRPA-MHPPM

Use Use of of

Site 4 Water 8

WWWWW

WWZWW

WWWWW

WWWWW

000W0

WW000

00000

WZWWW

WuWWW

WWW0W

WWZWW

WWWWT

00WW

HTTpp

ppuNN

NNNNN

NTCNN

UUUHU

HIUUU

uuuuuNUNNN

NUNNP

NNNUP

PPUPN

PPPNU

UUHP

24

TABLE 1.--RECORDS OF SELECTED WELLS. Continued,

1 REFERENCED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929- « REFERENCED TO LAND SURFACE

» INDICATES WELL HAS MULTIPLE SCREENS. »» TOTAL WELL DEPTH, SCREEN SETTING UNKNOWN

3 AQUIFER UNITS

MRPA POTOMAC-RARITAN-MAGOTHY AQUIFER SYSTEM-UNDIFFERENTIATEDMRPA-U POTOMAC-RARITAN-MAGOTHY AQUIFER SYSTEM-UPPER AQUIFER UNITMRPA-M POTOMAC-RARITAN-MAGOTHY AQUIFER SYSTEM-MIDDLE AQUIFER UNITMRPA-L POTOMAC-RARITAN-MAGOTHY AQUIFER SYSTEM-LOWER AQUIFER UNITHPPM HOLOCENE-PLEISTOCENE-PLEIOCENE-MIOCENE DEPOSITS

4 USE OF SITE

0 - OBSERVATIONT - TESTU - UNUSEDW - WITHDRAWALZ - DESTROYED

6 USE OF WATER

A - AIR CONDITIONING P - PUBLIC SUPPLYC - COMMERCIAL S - STOCKF - FIRE PROTECTION T - INSTITUTIONH - DOMESTIC U - UNUSEDI - IRRIGATION Z - OTHERN - INDUSTRIAL

25

TABLE 3. RESULTS OF ANALYSES OF GROUND-WATER SAMPLES FOR COMMON CONSTITUENTS AND PHYSICAL CHARACTERISTICS.

[Concentrations in milligrams per liter, except as noted.]

Well Number

5- 395- 395- 395- 395- 13

5- 155- 185- 185- 185- 51

5- 515- 515- 515- 555- 63

5- 675- 765- 775- 865- 87

5- 875- 875- 895- 895- 91

5- 925- 915- 975- 975-100

5-1025-1055-1055-1175-117

5-1185-1215-1235-1235-126

5-1265-1275-1275-1275-130

5-1305-1305-1375-1375-139

5-1105-1135-1115-1625-167

5-1705-1715-1805-1815-185

5-1895-1895-1905-1905-192

5-2015-2085-2085-2085-209


NJ WC-DEL VALLEY WC 15NJ WC-DEL VALLEY WC 15NJ WC-DEL VALLEY WC 15NJ WC-DEL VALLEY WC 15OCEAN SPRAY 1

SANDMAN MOTEL 1NJ DEPT DEF-NAT GUARD 1NJ DEPT DEF-NAT GUARD 1NJ DEPT DEF-NAT GUARD 1BURLINGTON CITY WD 3

BURLINGTON CITY WD 3BURLINGTON CITY WD 3BURLINGTON CITY WD 3BURLINGTON CITY WD 6WILLINGBORO MUA 1-OBS

DEACON, RUSSELL 1HEAL, CHARLESBURLINGTON TWP WD 1-1973TENNECO CHEM 5TENNECO CHEM 5-OBS

TENNECO CHEM 5-OBSTENNECO CHEM 5-OBSTENNECO CHEM 7TENNECO CHEM 7TENNECO CHEM 1

TENNECO CHEM 1TENNECO CHEM 3HERCULES POWDER 1HERCULES POWDER 1HERCULES POWDER 2

COLUMBUS METAL 1HOOKER CHEM CO-PROD 1HOOKER CHEM CO-PROD 1GRAY, FRANCIS 1GRAY, FRANCIS 1

LIPTAK.E A 1NJ STATE REFORMATORY 1NJ WC-DEL VALLEY WC 28NJ WC-DEL VALLEY WC 28NJ WC-DEL VALLEY WC 12

NJ WC-DEL VALLEY WC 12NJ WC-DEL VALLEY WC 11NJ WC-DEL VALLEY WC 11NJ WC-DEL VALLEY WC 11NJ WC-DEL VALLEY WC 13

NJ WC-DEL VALLEY WC 13NJ WC-DEL VALLEY WC 13TAYLOR 2 OBSTAYLOR 2 OBSHOLIDAY LAKE WORTHINGTON

CHANT, HARRYNJ WC-DEL VALLEY WC 23NJ WC-DEL VALLEY WC 21DAYMENN CONVERTINGEVESHAM MUA 5

EVESHAM MUA 1EVESHAM MUA 2WORKMAN, JAMES 1HUNT BROS CIRCUSSHERWATT EQUIPMENT 1

FLORENCE TWP WD 2FLORENCE TWP WD 2FLORENCE TWP WD 1FLORENCE TWP WD 1FRED WORTH AND SONS 1

ACACIA LUMBERTON MANORCOLUMBUS WC 2COLUMBUS WC 2COLUMBUS WC 2COLUMBUS WC-TEST 1969

Date of Sample

11SEP5116APR6930JUN8017DEC8205JUN80

03JUL6703JUL67040CT7105JUN8021MAY51

19MAY5216APR6112JUN8006JUL7025JUL80

03JUL6719JUN8012JUN8012AUG8227JUN75

22APR7625JUL8020JUN8012AUG8230JUL82

25JUL8020JUN8003MAY5130JUN6711 JUN80

1 1JUN8026JUN8016DEC8213JUN6103JUL67

03JUL6705JUN8006AUG8002DEC8206AUG80

17DEC8218AUG6630JUN8002DEC8218AUG66

30JUN8002DEC8227JUN7527APR7629AUG80

29AUG8002DEC8230JUN8019JUN8001SEP82

1 1AUG6611AUG6603JUL6706JUN8006JUN80

12JUN8016DEC8223SEP5230APR6109JUL70

11SEP8222MAY5116AUG67220CT80050CT71

Temper- ature (°C)

13.511.013.513.513.5

16.015.013.013-513.0

_11.011.511.011.0

11.513.511.515.013.5

13.515.013-511.011.0

15.015.013.013.520.5

13.512.512.516.516.5

15.013.511.013.511.0

13.513.013.011.513-5

13.511.013.013.015.0

13-511.013-516.517.0

__

13.013-513.5

11.013.0

-13-013.5

15.011.013-511.015.0

Specific Conductance (micromhos)Field

-207205157

_--

156-

_-

317-

211

_250208320210

_201212177315

586389

-_

201

56110128

--

_888081

119

109-

117105

-

121112250250106

72-

126250221

_--

218219

272250

---

210_-

183188

Lab

206210

-190

-

259129131

-318

313303

-182

-

188_-

328-

230--

173353

_-

19125

-

__

130128121

171--

77-

106110

_10172

_128228

--

_101

--

218

252255172

--

_3036711128

209190185

-193

pH (Units)

Field

_-5.55.56.6

_-

6.66.6-

_-

6.3-

6.7

_6.36.85.21.6

5.05-91.81.96.1

5-25.9--

6.1

6.05.25.1--

_6.35.11.75.0

1.5-

1.73-9

1.91. 15.86.05-7

6.7_

1.65.27-9

_--1.96.7

6.15.8---

7-5--

7-27-1

Lab

6.37.2-

6.0-

8.27.96.6-

7.2

6.56.6-

6.1-

7.9_-

5.2-

_-_

1.76.2

--

5.67.0-

_-

6.16.57-9

7.8--

5.8-

5.56.8-

1. 15.7

_5.2---

_1.9--

8.0

7-17.77.0--

_6.16.16.21.8

7-17.67.07.17-3

Alkalinity (As CaC03)Field

.-

1 11162

_-

5859-

_-

69-

81

_28816-

_1123

55

1115--

63

16ai_-

_31522

0-20-

20--6

25009

86

__-2

102

3530---

87

-8588

Lab

29----

98-

11-

72

7161---

_---2

1----

_-2--

_-_

19-

_--_-

_-_--

__

1716-

_----

_----

_-7

10-

_81--

80

Dissolved Oxygen

_-

5.6-

_----

_----

__---

_---

2.3

_--_-

__

6.0--

_--

9.3-

9.5--6.6-

_7-9

--

_8.3--

0.3

__---

_10.1

---

0.5_---

Hardness (As CaC03)

Total

6861616556

12057565399

99-

916986

8627858116

72585516110

130120153717

1033365153

8128192137

2732303020

3339767531

1828217687

110110596380

8069151213

8588838581

Noncarbonate

395350510

271200

27

25-

25272

601

7811

6817531352

1207313210

0293251

60

111935

275

283011

3139595925

0282167

1

251751610

153982

13

01100

26

TABLE 1.--RESULTS OF ANALYSES OF GROUND-WATER SAMPLES FOR COMMON CONSTITUENTS AND PHYSICAL CHARACTERISTICS--Continued.

[Concentrations in milligrams per liter, except as noted.]

Well Number

5- 395- 395- 395- 395- 43

5- 455- 485- 485- 485- 51

5- 515- 515- 515- 555- 63

5- 675- 765- 775- 865- 87

5- 375- 875- 895- 895- 91

5- 925- 945- 975- 975-100

5-1025-1055-1055-1175-1 17

5-1185-1215-1235-1235-126

5-1265-1275-1275-1275-130

5-1305-1305-1375-1375-139

5-

WATER-QUALITY DATA FOR THE POTOMAC-RARITAN ...Haddonfield Well 7-303 Cooper Cherry Hill Well 7-130 EXPLANATION 7-78 Well with gamma-ray log on which section is based Gamma-ray log

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