State of Wisconsin \ DEPARTMENT OF NATURAL RESOURCES
WISCONSIN ------Southeast District DEPT. OF NATURAL RESOURCES 2300 N. Dr. Martin Luther King Jr. Dr. Post Office Box 12436 Carroll D. Besadny Milwaukee, Wisconsin 53212 Secretary Telephone: 414-263-8500 Telefax: 414-263-8483 August 21, 1992 File Ref: 4 4 4 0
M r .A la L. n H a a s e B r i g£c g S s t r a t Corporation t o n P.O. BOX 7 0 2 M i l w a uWI k e5 e 3 , 2 0 1 - 0 7 0 2
D e aM r rH a a s e :
RE: B r i g& g S s t r a t Corporation, t o n 1 9 8a 9 n d1 9 9" 0 N oF u r t hA ec rt i os n i " t e s .
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E n c l o s u r e s Table 1
Briggs & Stratton Corporation 1989 and 1990 "No Further Action" Sites
Tank Year No. Plant Removed Size Contents Comments
1 West Allis 1989 1,000 Leaded Gas No Further Action Requested
3A West Allis 1989 8,500 Fuel Oil Clean - No Further Action Requested 3B West Allis 1989 8,500 Fuel Oil Clean - No Further Action Requested
4 West Allis 1989 1,500 Unknown Clean - No Further Action Requested
Unknown West Allis 1990 25,000 Fuel Oil No Further Action Requested
Unknown West Allis 1990 25,000 Fuel Oil No Further Action Requested 1 Wauwatosa 1989 10,000 Stoddard No Further Action Requested 14 Wauwatosa 1989 2,000 Unleaded Gas Clean - No Further Action Requested 11 Wauwatosa 1990 20,000 Aviation Gas Clean - No Further Action Requested llA Wauwatosa 1990 10,000 Aviation Gas No Further Action Requested IIB Wauwatosa 1990 5,000 Motor Oil No Further Action Requested 12 Wauwatosa 1990 400 Aviation Gas No Further Action Requested 5 Glendale 1989 15,000 Fuel Oil No Further Action Requested
32-25/91 BSI.nwp V
Table 1 (Cont.)
Tank Year No. Plant Removed Size Contents Comments
6 Glendale 1989 15,000 Fuel Oil No Further Action Requested 15 Wauwatosa 1991 8,000 Diesel Clean - No Further Action Requested 16 Wauwatosa 1991 10,000 Unleaded Gas Clean - No Further Action Requested 40 Wauwatosa 1991 8,000 Waste Oil Clean - No Further Action Requested
32-25/91 BSI.flwp Foth & Van Dyke REPORT
Site Characterization Tank No. 10
Briggs & Stratton Corporation Burleigh Facility Wauwatosa, Wisconsin/^f. Scope ID: 91B45
Briggs & Stratton Corporation
June 1992 Foth & Van Dyke Two Park Plaza, Suite 950 10850 West Park Place Milwaukee, Wl 53224-3619 414/359-2500 FAX; 414/359-2519
Hmo Foth & Van Dyke
Two Park Plaza, Suite 950 10850 West Park Place M ilw aukee, W l 53224-3619 414/359-2500 FAX: 414/359-2519
June 5, 1992
Mr. George D. Marquardt Environmental Engineer Briggs & Stratton Corporation 3300 North 124th Street Wauwatosa, Wisconsin 53222
Dear Mr. Marquardt:
RE: Site Characterization Tank No. 10 - Burleigh Facilitv
Foth & Van Dyke is pleased to submit our report titled "Site Characterization, Tank No. 10, Briggs & Stratton Corporation, Burleigh Facility, Wauwatosa, Wisconsin'". We have enclosed three copies of the report for your review and have submitted one to Jim Delwiche, Wisconsin Department of Natural Resources, for the Department’s review and comment. One copy has also been submitted to the Department of Industry, Labor and Human Relations.
Please give Bonnie Gundrum or me a call if you have any questions or comments regarding this report.
Sincerely,
Foth &; Van Dyke
Paul E. Deibel Bonnie J. Gundrum, CHMM Project Technician Section Manager
PEDl:BJG:jaw
Enclosure
32-09/91 B45.ftwp Site Characterization Tank No. 10 Briggs & Stratton Corporation Burleigh Facility Wauwatosa, Wisconsin Distribution
No. of Copies Sent To
Mr. George D. Marquardt Environmental Engineer Briggs & Stratton Corporation 33nn North 124th Street Wauwatosa, Wisconsin 53222
Mr. Jim Delwiche Wisconsin Department of Natural Resources Southeast District Office 2300 North Martin Luther King Jr. Drive P.O. Box 12436 Milwaukee, Wisconsin 53212
State of Wisconsin Department of Industry, Labor and Human Relations Department of Petroleum Inspection 201 East Washington Avenue P.O. Box 7969 Madison, Wisconsin 53707
32-09/91 B45.ftwp SITE CHARACTERIZATION TANK NO. 10 BRIGGS & STRATTON CORPORATION BURLEIGH FACILITY WAUWATOSA, WISCONSIN
Scope I.D. 91B45
Prepared for Briggs & Stratton Corporation 3300 North 124th Street Wauwatosa, Wisconsin 53222
Prepared by Foth & Van Dyke and Associates Inc. Two Park Plaza, Suite 950 10850 West Park Place Milwaukee, Wisconsin 53224-3619
June 1992
REUSE OF DOCUMENTS This document has been developed for a specific application and not for general use; therefore, it may not be used without the written approval of Foth & Van Dyke and Associates. Unapproved use is at the sole responsibility of the unauthorized user.
Copyright®, Foth & Van Dyke 1992 Two Park Plaza, Suite 950, 10850 West Park Place, Milwaukee, Wl 53224-3619, 414/359-2500, FAX; 414/359-2519 Site Characterization Tank No. 10 Briggs & Stratton Corporation Burleigh Facility Wauwatosa, Wisconsin
Contents Page
1 Introduction ...... 1
1.1 Burleigh Facility Site Description and Background ...... 1
2 Purpose and Scope of Assessment ...... 5
2.1 Purpose of Assessment...... 5 2.2 Scope of Assessment...... 5
3 Geology/Hydrogeology ...... 6
4 Site Characterization Activities ...... 7
----4.1— Boring Locations^ ...... v ...... 7 ...... T. 777. .T7. 7 4.2 Drilling Activities...... 7 4.3 Soil Monitoring ...... 7 4.4 Equipment Decontamination ...... 9
5 Monitoring Well Installation ...... 10
5.1 Monitoring Well Locations ...... 10 5.2 Monitoring Well Construction/Sampling...... 10
6 Analytical Results ...... 11
6.1 Soil Samples ...... 11 6.2 Groundwater Samples...... 11
7 Summary, Conclusions, and Recommendations ...... 14
8 Limitations of Assessment...... 15
32-09/91 B45.flwp Contents (Cont)
Page
Tables
Table 6-1 Soil Analytical Results...... 12 Table 6-2 Groundwater Analytical Results 13
Figures
Figure 1-1 Site Location M ap...... 2 Figure 1-2 Legend Map...... 3 Figure 4-1 Tank No. 10 Monitoring Well Locations ...... 8
Drawings None
Appendices
Appendix A Geologic Logs and/or Water Well Reports Appendix B Boring Logs Appendix C Monitoring Well Construction Forms Appendix D Monitoring Well Development Forms Appendbc E Soil Samples - Chain-of-Custody Documentation and Laboratory Analytical Report Appendix F Groundwater Samples - Chain-of-Custody Documentation and Laboratory Analytical Report
32-09/91 B45.f»wp 1 Introduction
Briggs & Stratton Corporation’s Burleigh Road Plant contains operations for the manufacturing and assembly of small gasoline engines. Included are facilities for aluminum smelting and casting; painting and coatings; manufacturing of parts, research, and development; and engineering.
This report summarizes the results of our investigation into the potential environmental impact of a previously removed 10,000-gallon underground storage tank (UST), which contained xylene (Tank No. 10). The report is structured in order to meet Wisconsin Department of Natural Resources (WDNR) site characterization requirements for USTs. The following subsections discuss site conditions, analytical results, and recommendations.
1.1 Burleigh Facility Site Description and Background
The facility is located at 3300 North 124th Street on the northeast corner of Burleigh Road and 124th Street. It is situated in the SW 1/4 of Section 7, Township 7 North, Range 21 East in the City of Wauwatosa, Milwaukee County, Wisconsin. The plant is bordered on the south by Burleigh Road, 124th Street to the west, Wirth Avenue to the north, and J.C. Penney to the east. Adjacent land uses include industrial, residential, transportation, and commercial. Figure 1-1 is a location map of the facility, and Figure 1-2 is a site map showing the location of the former Tank No. 10 at the Burleigh facility.
On November 13,1989, an 8,000-gallon, single-walled, steel UST was removed at the Briggs & Stratton Burleigh facility. The UST had been used to store xylene and was identified as Briggs & Stratton Tank No. 10. According to Underground Petroleum Product Tank Inventory forms filed with the Wisconsin Department of Industry, Labor and Human Relations (DILHR), Tank No. 10 had been installed sometime during 1968.
Hydro-Search, Inc. of Brookfield, Wisconsin performed the site assessment for the UST removal and it is documented in their January 19, 1990 report titled "Documentation of Underground Storage Tank Removal and Remedial Activities; Briggs and Stratton Corporation, Burleigh Road Plant, Wauwatosa, Wisconsin". The report indicates that the highest photoionization detector (PID) readings were observed in soils from around Tank No. lO’s fill pipe. The report went on to suggest that overfills may have been the cause of impacted soils, since no holes or evidence of leakage was observed for the tank itself (pp. 24-26). Because soils encountered immediately around the UST reflected PID readings above the WDNR action limit of 10 parts-per-million (ppm), overexcavation was carried out and contaminated soils were disposed of at the Parkview Landfill located in Menomonee Falls, Wisconsin. The total material removed, during tank removal and overexcavation activities, came to approximately 140 cubic yards which included contaminated soil and fill material and approximately 25 cubic yards of concrete.
Groundwater was encountered during tank removal activities and a groundwater sample was collected from the bottom of the tank excavation on November 14,1989. Groundwater analytical results for the sample collected indicated that 30,603 parts-per- billion (ppb) xylene, 1,872 ppb ethylbenzene, and 201 ppb toluene were present in the sample.
32-09/91B45 Site Characterization, Tank No. 10, Briggs & Stratton Corporation, Foth & Van Dyke • 1 Burleigh Facility, Wauwatosa, Wisconsin June 5, 1992 CURRIE PARK
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BRIGGS & STRATTON 91B 45 N FIGURE 1-1 SOURCE: uses 7.5 MIN. QUADRANGLE BURLEIGH FACILITY WAUWATOSA, WISCONSIN < > ■ SITE LOCATION MAP WAUWATOSA WISCONSIN
SCALE: NOT TO SCALE DATE: JANUARY, 1992 PREPARED BY: FOTH & VAN DYKE BY. B.J.Z.
June 5, 1992 91B 4 5 PROPERTY UNE WATER TOWER
POND 2 POND 1
R & D BUILDING
I
______:
NORTH T 24thT STREET
LEGEND A - FORMER T10 (10,000 GAL. XYLENE) BRIGGS & STRATTION 91B45 FIGURE 1-2 BURLEIGH FACILITY. _ LEGEND MAP WAUWATOSA, WISCONSIN
SCALE: APPROX. 1’= 160’ DATE: JANUAI?Y, 1992 PREPARED BY: FOTH & VAN DYKE BY: B.J.Z. June 5, 1992 91B45 During the tank removal activities, a 30-inch diameter concrete pipe was encountered and found to be running north-south (Hydro-Search, p. 26). The concrete piping is believed to be a storm sewer main.
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32-09/91B45 Site Characterization, Tank No. 10, Briggs & Stratton Corporation, Foth & Van Dyke • 4 Burleigh Fadlity, Wauwatosa, Wisconsin )une 5, 1992 2 Purpose and Scope of Assessment
2.1 Purpose of Assessment
I The purpose of this assessment was to evaluate the extent of potential soil and groundwater contamination at a UST location through the following activities:
• An assessment of the magnitude and extent of potential subsurface soil contamination resulting from the possible release(s) of product from the former UST system.
• An assessment of the magnitude and extent of potential groundwater contamination resulting from the possible release(s) of product from the former UST system.
2.2 Scope of Assessment
The scope of our assessment for this project included the following:
• The installation of four 20-foot borings at locations surrounding the UST area to assess the horizontal and vertical extent of potential contamination. I • Conversion of the soil borings to 2-inch diameter groundwater monitoring wells. • Headspace field screening of soil samples in the field with a PID and laboratory analysis of selected samples for benzene, ethylbenzene, toluene, and xylene______------(BETX).------
• Development and analytical sampling of the four wells for BETX.
• Preparation and submittal of a report detailing the findings and conclusions for our assessment.
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32-09/91B45 Site Characterization, Tank No. 10, Briggs & Stratton Corporation, Foth & Van Dyke • 5 Burleigh Facility, Wauwatosa, Wisconsin June 5, 1992 3 Geology/Hydrogeology
Regionally, the geology of Milwaukee County, Wisconsin is characterized by Quaternary aged unconsolidated glacial deposits (i.e. drift) ranging in thickness from 35 to 200 feet overlying a thick (greater than 2,000 feet) sequence of Silurian, Ordovician, and Cambrian aged dolomite, shale, and sandstone. Precambrian igneous and metamorphic rocks underlie the sedimentary sequence. The ”Soils of Wisconsin” Map, 1968, indicates Milwaukee County exists as part of the Southeastern Upland and is characterized by Morley, Blount, Ozaukee silt loam and Ashkum silty clay loam soils.
Locally, surface deposits appear to be of the Oak Creek Formation and Ozaukee Member of the Kewaunee Formation. The Kewaunee Formation is equivalent to what is often referred to as the Valders Till. The soils of this area were deposited approximately 12,000 to 14,000 years ago during the Wisconsin glacial stage by the Lake Michigan Lobe. The Oak Creek Formation is a fine-textured glacial till, lacustrine clay, silty and sand, and some glaciofluvial sand and gravel normally found with a brown to yellowish-brown color (fPleistocene Stratigraphic Units of Wisconsin”, p. A8-2). The Ozaukee Member contains pebbly, clayey, and silty till and associated lake sediments found to range in color from light reddish-brown to pinkish-gray to light gray (p. AlO-2).
Soils observed during the placing of the four monitoring wells consisted of highly cohesive soils characterized by tight clays and silty clays.
Available water well and geologic records for the general area of the site indicate approximately 55 feet (but varying from 37 to 120 feet) of stratified clays, silts, sands, and gravels overlying a gray dolomite bedrock. The top of the dolomite bedrock identifies the Niagara Formation which was deposited during the Silurian time period.
A review of the water well logs found the Briggs & Stratton Corporation well, drilled during 1955, to be the deepest local well at 1,750 feet below the ground surface in what was identified as the Mt. Simon Sandstone.
Water well records documented that groundwater was typically encountered at depths of 10 to 37 feet below the ground surface. However, groundwater monitoring wells installed at the site around the Tank No. 10 area found groundwater to exist from 6.3 to 9.5 feet below the ground surface.
The groundwater encountered may be a perched aquifer due to the proximity of the plant’s cooling ponds to the Tank No. 10 site. Geologic logs and/or water well reports obtained from the Wisconsin Geological and Natural History Survey (WGNHS) are included as Appendix A. I
32-09/91B45 Site Characterization, Tank No. 10, Briggs & Stratton Corporation, Foth & Van Dyke • 6 Burleigh Fadlity, Wauwatosa, Wisconsin June 5, 1992 4 Site Characterization Activities
4.1 Boring Locations
Soil borings were converted to monitoring wells and soil samples were collected at four separate locations surrounding the former UST on November 6 and 7,1991.
I The soil boring locations, shown in Figure 4-1, were selected based on the location of the former UST and existing site conditions. The borings were placed approximately 4 to 6 feet outside the limit of overexcavation so that sampling would occur in undisturbed native soil.
The borings were drilled using a truck-mounted D-50 drill rig and 8.0-inch outside diameter (O.D.) hollow stem augers (HSAs). Soil samples were collected at 2.5-foot intervals using a 2-inch O.D. split-spoon sampler. A maximum boring depth of 15.5 feet was used because the groundwater levels in this area were 6 to 9 feet below ground surface. Boring logs were prepared by the Foth Sl Van Dyke representative and are presented in Appendix B.
4.2 Drilling Activities
Each boring was completed by using a 4.25-inch inside diameter (I.D.) HSA The drilling subcontractor was WTD Environmental Drilling of Schofield, Wisconsin.
Subsurface soil samples were collected using decontaminated split-spoon samplers (ASTM Standard D-1586) driven at 2.5-foot sampling intervals. Following sample retrieval from the borehole, the contents were inspected for visual evidence of contamination and placed in sample containers for subsequent FID headspace analysis and possible laboratory analysis.
The soil samples were visually classified using the Unified Soil Classification System (USCS). A detailed boring log containing the USCS classification, n-values, moisture conditions, FID readings, sample intervals, etc. was completed for each boring.
4.3 Soil Monitoring
During drilling activities, split-spoon soil samples were monitored for ionizable organic compounds (lOCs) using a MicroTIF HL-200 FID, manufactured by Fhotovac, Inc. with an ultraviolet lamp strength of 10.6 electron volts (eV). The FID was cleaned and calibrated prior to use each day according to manufacturer’s specifications for the detection of lOCs using an isobutylene standard of 100 ppm.
Split-spoon samples were scanned with a FID in order to evaluate the presence of lOCs, classified as to soil type, observed for signs of visual contamination, and placed in 120-ml glass sample jars for potential laboratory analysis. Soil samples were placed in secure, cool
32-09/91B45 Site Characterization, Tank No. 10, Briggs & Stratton Corporation, Foth & Van Dyke • 7 Burleigh Facility, Wauwatosa, Wisconsin June 5, 1992 POND
GATE
BIN & DUMPSTER STORAGE
ALLEY
I SB-4 -( ^ M W -4 LIMIT OF EXCAVATION SB~2 . M W - 2 - ^ MW-3 SB-3
FORMER 8.000 GAL. ^ ^ M W - 1 XYLENE TANK SB-1
RAILROAD
DOCK 11
o o
BUILDING
I BRIGGS & STRATTON 91B45 FIGURE 4 -1 T -1 0 MONITORING WELL LOCATIONS 3300 NORTH 124th. STREET WAUWATOSA, WISCONSIN SCALE: r s a O '- O ' DATE: JANUARY, 1992 PREPARED BY: FOTH & VAN DYKE BY: B.J.Z.
June 5, 1992 91B45 storage (4°C) and chain-of-custody was maintained by Foth & Van Dyke until shipment to CBC Environmental Laboratories of Oak Creek, Wisconsin for analysis of total recoverable petroleum hydrocarbons (TRPH).
A maximum of one soil sample per boring was submitted for laboratory analyses. PID headspace readings, collected from partially filled 2-ounce glass bottles which had been covered with aluminum foil and tight fitting caps, guided the selection of samples for laboratory analyses. Samples from sampling intervals with the highest PID values (potentially representing worst case conditions) were selected for laboratory analysis.
4.4 Equipment Decontamination
Equipment decontamination procedures were followed to minimize the possibility of cross-contamination between samples and boreholes. Downhole drilling equipment (i.e. augers, bits, drill rods, etc.) was cleaned with a high pressure wash system.
Split-spoon samplers and stainless steel sampling equipment were decontaminated between samples as follows:
• Tap water/trisodium phosphate detergent (TSP) wash. • Tap water rinse. • Distilled water rinse. • Air dried.
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32-09/91B45 Site Characterization, Tank No. 10, Briggs & Stratton Corporation, Foth & Van Dyke • 9 Burleigh Facility, Wauwatosa, Wisconsin June 5, 1992 5 Monitoring Well Installation
5.1 Monitoring Well Locations
Four monitoring wells (Nos. MW-1, MW-2, MW-3, and MW-4) were installed at the site. All wells were installed to depths ranging from 15 to 15.5 feet below the ground surface. The well depth was selected such that the screened interval would intersect the top of the water table. A locking flush-mounted cover was installed at each well.
5.2 Monitoring Well Construction/Sampling
The four monitoring wells were installed and developed per Chapter NR 141, Wisconsin Administrative Code. The well riser, pipe, and screen consist of 2-inch I.D. Schedule 40 polyvinyl chloride (PVC). Following well installation, flush-mounted protective cover pipe with an exterior flange and a watertight metal casing were added for well protection. In addition, a locking mechanism was added to the PVC riser.
Groundwater samples were collected from each well on December 10,1991. Samples were collected following the well development period using disposable polyethylene bailers manufactured by Voss Technologies, Incorporated. Samples were collected by transferring the groundwater directly from a bailer to pre-labeled 1-liter amber glass containers. The containers were filled completely with no headspace and placed in a cooler with bagged ice in order to maintain the samples at 4°C. The samples were thermally preserved for transportation and delivered with chain-of-custody/analysis request documentation, via courier, to CBC Environmental Laboratories located in Oak Creek, Wisconsin. All___ samples were submitted for laboratory analysis of BETX. Monitoring well construction and development forms are presented in Appendices C and D, respectively.
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32-09/91B45 Site Characterization, Tank No. 10, Briggs & Stratton Corporation, Foth & Van Dyke *10 Burleigh Fadlity, Wauwatosa, Wisconsin June 5, 1992 6 Analytical Results
Soil and groundwater laboratory analytical data is presented below and compared to WDNR Enforcement Standards (ESs) and Preventative Action Limits (PALs) where applicable.
6.1 Soil Samples
Four soil samples were collected on November 7,1991 during soil boring/drilling activities and sent to CBC for analyses of BETX parameters according to Environmental Protection Agency (EPA) Method 8020. Laboratory analytical results for the soil samples exhibited trace levels of BETX contaminants. The highest recorded BETX contaminant came from the soil sample collected at Soil Boring No. SB-4 where benzene was reported to exist at 0.081 ppm. In comparison and as a guide, the WDNR’s action level for BETX in soil is 10 ppm. Table 6-1 summarizes soil analytical results reported by CBC while Appendix E contains chain-of-custody documentation and the laboratory analytical report.
6.2 Groundwater Samples
Four groundwater samples were collected on December 10,1991 and sent to CBC for analyses of BETX parameters according to EPA Method 8020. Results of CBC’s analysis showed that trace amounts of xylene exist in all four groundwater samples. Xylene concentrations ranged from 2.3 to 9.5 ppb, significantly lower than the WDNR’s ES or PAL of 620 ppb and 124 ppb, respectively (Wise. Admin. Code NR 140.10). Toluene was detected in the sample collected from Monitoring Well No. MW-2 at a level of 1.4 ppb,_ which is significantly below the WDNR’s ES of 343 ppb or PAL of 68.6 ppb. Table 6-2 summarizes groundwater analytical results and compares them to WDNR ESs and/or PALs. Appendix F contains the chain-of-custody form and laboratory analytical report for the groundwater samples.
32-09/91B45 Site Characterization, Tank No. 10, Briggs & Stratton Corporation, Foth & Van Dyke *11 Burleigh Facility, Wauwatosa, Wisconsin June 5, 1992 o Ln iO '—> ^'X) Table 6-1 O 03 1 VO ^ K> Cn
CD f? Soil Analytical Results ^ n Briggs & Stratton Corporation - Tank No. 10 - Burleigh Facility eg.Sis* s S’? a F3- Parameters (ppm) ^ ■ |
C ft> Sample Depth ? 5- ft) z Sample I.D. Location (ft.) Benzene Ethylbenzene Toluene Xylene o ! ? p BS-SS-Bl-02 SB-1 5.0 - 7.0 < 0.0023 0.0034 0.0057 0.025 e» s BS-SS-B2-02 SB-2 5.0 - 7.0 0.066 < 0.0022 0.0045 0.015 s o 3 BS-SS-B3-02 SB-3 5.0 - 7.0 0.069 0.0067 0.0045 0.038 ■g s
BS-SS-B4-03 SB-4 7.5 - 9.5 10.81 < 0.0023 0.0058 0.019
ppm = parts-per-million
£ 3T R» 2= 3 o •s-n
32-09/91 B45.nwp Table 6-2 ID CO VO 4^ ro Ln (/J Q3 ?? Groundwater Analytical Results 5 o 2 .^ Briggs & Stratton Corporation - Tank No. 10 - Burleigh Facility S a R “ Ctf ^' r.o Parameters (ppb)
C
NR 140 Groundwater Quality Standards
Enforcement Standard (ES) 5 1,360 343 620
Preventative Action Limit (PAL) 0.067 272 68.6 124
ppb = parts-per-billion s. 3 " ND (1.0) = Not detected within detection limit in parentheses < v 32-09/91 B45.flwp 7 Summary, Conclusions, and Recommendations The following summary and conclusions are based upon information gathered by Foth & Van Dyke personnel and represent interpretation of field and laboratory results. Also included are findings of Hydro-Search, Inc. who was retained by Briggs & Stratton Corporation during the time of the Tank No. 10 removal. • The 8,000-gallon UST located at the Briggs & Stratton Burleigh facility (Tank No. 10) was installed in 1968 and was used to store xylene. The tank was removed on November 13,1989. • Hydro-Search found that the highest field PID readings came from soils which were located around the tank’s fill pipe. Based upon this, Hydro-Search suggested that overfill spills may have been the cause of any impacted soils since no holes or evidence of leakage was observed for the tank itself. • As a remedial measure, approximately 140 cubic yards of soil was excavated from around the Tank No. 10 area. This was done to address soils which exceeded the WDNR’s guideline of 10 ppm. • During November and December 1991, Foth & Van Dyke conducted site characterization activities (Tank No. 10 area) by installing four soil borings/ monitoring wells and collected soil and groundwater samples for laboratory analysis. Results of laboratory analysis found trace levels of BETX contaminants to exist within the soil and groundwater samples. However, WDNR action levels, ESs, ---- and/or PALs were not exceeded. In fact, laboratory analytical results showed BETX contaminant levels to be significantly below the ESs or PALs for groundwater. Field and laboratory results indicate that soil and groundwater BETX contamination is present but exists at trace levels. Based upon the information gathered during the site characterization and based upon the fact that ESs or PALs for groundwater or the action level for soil were not exceeded, Foth & Van Dyke feels that the tank removal and subsequent soil overexcavation remediated the source of contamination and associated contamination in the soils in the Tank No. 10 area. Therefore, our recommendation is that no further action be taken (or is necessary) with regard to soils and/or groundwater at this tank location. 32-09/91B45 Site Characterization, Tank No. 10, Briggs & Stratton Corporation, Foth & Van Dyke *1 4 Burleigh Facility, Wauwatosa, Wisconsin June 5, 1992 8 Limitations of Assessment This report was prepared under eonstraints of eost, time, and scope, and reflects a limited assessment and evaluation rather than a full, total, complete or extensive assessment and evaluation. Our assessment was performed using the degree of care and skill ordinarily exercised, under similar circumstances, by Professional Consultants practicing in this or similar localities. No other warranty or guarantee, expressed or implied, is made as to the conclusion and professional advice included in this report. The findings of this report are valid as of the present date of the assessment. However, changes in the conditions of a property can occur with the passage of time, whether due to natural processes or the works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards may occur, whether they result from legislation, from the broadening of knowledge, or from other reasons. Accordingly, the findings of this report may be invalidated wholly or partially by changes outside our control. If the interpretations and conclusions contained in this report are based upon the result of independent laboratory tests and analysis intended to detect the presence and/or concentration of certain chemical constituents in samples taken from the subject property, such testing and analysis have been conducted by an independent testing laboratory. Foth & Van Dyke has no control over such testing and analysis and, therefore, disclaims any responsibility for any errors or omissions arising therefrom. If the assessmentcontained in this report isbased upon observation of conditions at the facility/site and/or information provided by the client and/or investigation of records, and it does not include sampling of soil, rock, groundwater, surface water, air, on-site substances or materials, it is, therefore, not possible to confirm the presence or absence of toxic or hazardous substances, wastes or materials in the environments associated with the facility/site. If subsurface exploration was performed and presented in the report, any subsurface exploration cannot reveal totally what is below the surface. Depending upon the sampling method and frequency, every soil condition may not be observed, and some materials or layers which are present in the subsurface may not be noted. This report is issued with the understanding that it is the responsibility of the owner(s) to ensure that the information and recommendations contained herein are brought to the attention of the appropriate regulatory agency(ies). 32-09/91B45 Site Characterization, Tank No. 10, Briggs & Stratton Corporation, Foth & Van Dyke * 1 5 Burleigh Fadlity, Wauwatosa, Wisconsin June 5, 1992 Appendix A Geologic Logs and/or Water Well Reports 32-09/91 B45.flwp BRIGGS AND STRATTON CO. '?SLL, BUTLER, VIS. M l-3 5 1 Swi,NE^,SW^, S e c .7., T. 7 N. , R. 21 E. , 124th and B u rleig h S ts . Layne-Northwest C o ., Contractors, 1955 Samples examined by F. T. T h v a ite s, V isconein G eo lo g ical S urvey, Nos. 170~^40-170689 ______A lt. = 746? l o S i l t , yellow-brown, d n ln -n itir J.Q-2Q J il ' 0 .o \\ e •, T i n , yp.llnw -grpy-tn—l.i ght g ray , dolonit-ic- ^ * 6 C t p 2 2p H i p e G rayel . -c o a rE e-, sto n y— < •o .v 6 < 6 < 6 \< ^ 1 iT 1,_lig h t g ray , _n o lo ju la c ElE ■ • • J e % - I 35=50. 1 * # > Grp.V.e.l ,__r n s r o o j q tn n T m a h t g r p y r in ^ m itT g . Jg5QrS: Dolomite.,—li g h t ... to raed 230-245 15 D olom ite, l i g h t g ray ; c h e r t, w hite 245-275 30 Do1omit e , 1ig h t gray D olom ite, l i g h t gray; some cQ ert. v h ite 280-330 50 D olom ite, l i g h t gray •/ PoloTTiite, l ig h t gray; some, c h e r t, y h ite 5N - / p P 1 ~t- p t !) j., p y 229 i?ater 290Hi6~34 t 1:^ r'& o lm ite . mecium |r s y . . ..— ...... ■345-350. \D o lo m ite , l i g h t b lu e -g ra y 350-375 25 D olom ite, b lu e -g ra y ; s h a le, b lu e -g ra y , d ol. 371>-3ris S h rilp l i g h t h i •'io-grp''r1 d o 1 n-n'i t.-i f 3 0 5 -39Q- S h a l el , i k p e b n v qd ; o l o m i t e , ■■390-395- S h aT fi, lT ii g h t VI.,h l n - e ' -______g m y__ , o o■ ln 1 r■ m _ rtiA j . l l. • VDolo.~ai t .e bl u 9~gray--tT -gr-ay j—ehnlfi, ,1 ik e .-°.bov 405-465 60 S h a lb e l , u e - gd r o a l y o , m i t i c I- D o l o m im te ed , ig u r m at y og r e y 470-525 55 S h a lb e l , u e - gd r o a l y o , m i t i c 180 TZZT 525-665 140 D o l o m il t i e g , hg tr a y ^ 3 6 X 15n h o le 1 1 \ X T T 665-i-690 25 D o l o m il t i e g ,hb tl u e - g r a y 690-705 15 D o l o m il t i e g , hg tr a y 705-765 60 D o l o m il t i e g ,t h otm e d ig u r m a y I A1 B riggs and S tr a tto n , p. 2 \__ 1 M l - 3 — 5 1 12 !:^q , rip d in m , g r n y , d o I; r in in n it. a , v . H . ^ r o y I Dfi1 O'ni t a t n ■-•ht. g -rg y ; Qoma g a n d a to n a vS.qn.-jqtnnp j -P i t n r n p r n ° ; 1 i '/ h t —lLo J —r _ j65 XSanastone' raeaium to c o a rse , lig h t gi~ay,'aol. m790-.795 y V^sn.Hqtnnp , v a r y f i n ° t o f-irio , l i g n t g rn y 'H ./>T 795-845 50 S a n d st v o e n r ef y , i nt e of i n el , i g hg t r a y , m uc f h i nt e om e d i u m 1 5 h H o l e 645-865 20 S a n d st v o e n r ef y , i nt e of i n el , i g hg t r a y 865-890 25 S a n d st v o e n r ef y , i nt e om e d i ul m i , g hg t r a y 890-945 55 S a n d st f o i n n et e , om e d i ul m i , g hg t r a y ^A5~°55 10 S a n d st m o e n d e i ,t u o mf i n ev , e rl y i g hg t r a y 5 > S a n d o s n t, ev : gr ui n ctro-f-i n 4 n irhl-.-gr-s-1 , r-y. 960-950 S a n d st m o e n d ei ,t u o mf i n ev , e rl y i g hg t r a y 5553551 31 S s n r is tn n a t f i n a t o modinTTi) l i g h t g r a y “05 985-1000 15 S andstone, mediu.m to i'in e , very lig h t gray IQQQ-P Jm n Ssnristnna, mad t o . f i n e , l i g h t gr-ay^^ rinlomitZ] 1010-1040 30 Sa~ ndstone , medium to f in e , lig h t p in k , d o lo m itic , • hard J 04Q-.105Q. 10 S andstone, fin e to v ery f in e , lig h t p in k , dol 1Q5Q:-1065. IS S a n d s t o n e , f i n e t n m a d iiim , I t . g r a y . Hn1 n m it-ir. 1065-in.7-5- 1 2 Sar..nd.s±one,.-yery fin e -to - 1075-1130 55 S a n d st v o e nr ef y , i nt e om e d i uI m t , . g rd a p y i , . 1130-1135 S a n d s t f o i n n e e ,I , t^ vray.;_.^lnV 1 e y a rd q e l3 . 1135-1150 15 S a n d st f o i n n et e , om e d i ul m i , g hg t r a yd , o - l . 1150-1175 25 S a n d st f o i n n e e, m t e o d i u1 m 1 , . gv y e , r y d o l . 1175-1230 55 S a n d st m o e n d e i ,t u o mf i n el , i g hg t r a y , d o l o m ib t e i d c s 1?3Q-1?4Q 12 h*. * S a n d s t o n e T iV a a h n v a .. rio'l o r a ita ,. ..1 i . - - i 1240-1249 \S a n d s t n n a l i k a a b n v p , -n-ir.k- 124.5- vS.anris.to n e , .jTied3,urn....t-o—fin e -,—li -gh t- gy-,—do l-> 265 1?50-120 \Sandstone, v e r y f i n e t n f m a , I t . ^ r o y , riaJ. 1265-1295 30 Sa^ndstone, medium to fin e , lig h t gray 1295-1310 15 S andstone, fin e to medium, lig h t g ray , dol. 1310-1375 65 S andstone, fin e to medium, lig h t g ray ; some TN ch ip s of dolom ite Ii7'5rl3.60 S an d stn n e, ver.y f i n-c-to f i n e-, lig h t gray- 1380-1400 20 Sands to n e , fin e to medium, lig h t g ra y , s l.d . 1400-1410 iO S.a~:.r,dstona, _R ^lty tn f in e ,—It.g r e .y ,—dolo.7iit.4c- 1410-142! 15 S andstone, very f in e to medium, U ..g y T_rioJ. m S a n d s t o n e , f i n e t o TnedTntn,—It.g y .. d p i . — l4?5-1445 10 S an d sto n e, f in s to medium, pink doTomi t i o rhi 3445-;iA55 10 S andstone, fin e tn in.adium, , 1 i ght. gr.a.y,—del. ns ' ^Sp~ r)d s t o n e , f i n e t o m e d iu ri p in V d o l . I46n- .senastone. very f in e to medium. lto2V , dolom. 1470-1525 55 S a n d s tv o e n r ef y , i nt e om e d i ul m i , g hg t r a y , s l i g hd t o l l y o m i t i c 1525-1540 15 S a n d st v o e n r ef y , i nt e of i n eI , t . gs y i , .d o l . S a n a st f o i n n et e , om e d i uI m t , . gc y h , i rp s i n k 1545-1585 40 S a n d st f o i n n et e , om e d i ul m i , g hg t r a y , s l i g h d t o l l y o m i t i c A 2 19B 9-1 kr\C ^ rig g g . and S t r a i t on, p.- 3 Ml-351 1 rO‘^-ln.lQ S andstone, very fin e to I'ln e, I t .g y , d ol. S andstone, v £r y fin e to medium, l ig h t gray l6lQnl63P 15M hole TM fPTTM f) one, fin e to meaiuia, I t . g / . cniLt-s d o l. Q-lb50 san3y, p in k , Qolomx^ic ^.Sandstone, very fin e to f i n e ! I t.r V -^ y , rial Ib b S -lb b 1) S andstone, very fin e to mediiiTii, H .-gy, dnl 1665-1690 S andstone, very f in e to f in e , I t .g y , dolom. 1690-1705 S an d sto n e, fin e to medium, lig h t gray 1705-1720 S andstone, mediu.-n to f in e , lig h t p in k , s. do 720-1710 S a n d s t n n o , v a r y f i n a t o .-nodiiim T-f , p -in V J no-ivl^ ? land n t. o n p , uiedium.-t -o—f-in o , lig h t pink ------E ia \ S ehdntnne, medium .t o- fine-,-li5ht pir.)t- gray \\ S an asto n e, lin e xo meaium, lig h t •■>mV-grRy 1749-1750 \ S andstone, medium to f in e , ItTnink-Erav -m atio n si D r if t; N iagara; Richmond (maquoketa); Galena-Pletteville; S t. P e te r ; Eau C la ire ; M t .S i m o n , , s t e8 dh o u ra t s1 0 0g 0 . p .s m p . e c ic f a i p c a c= i5 t « y 2g . p . m . / f t . A 3 SQUAKE D CO. 'KELL, 1{IIA:AUKEE, i£IL?«'AUKEE CO., KIS. h^-NEt Bee. 24, T. 6 N., R. 21 E. Layne-Morthwest C o., ^'ontractors, 1956 . Samples examined by F. T. T h^faites, Nos. I93OI6-I93189 o m i t i c 18 - p ip e 15-70 G ravel, c o a rse to f i n e , in p a r t , sandy, s i l t y low er p a r t nay be broken d o lo m ite. D o l o m id t a er ,g k r at y ov e rl y i g hg t r a y D o l o m il t i e g , hb t r o wg n r a yl , i g hg t r e y 17"' h o l e 1 0 5 - 1 2 0 D o l o m il t i e g , hg t r a yl , i g hb t l ug e r a y 120-340 D olom ite, l i g h t gray 12" pipe cemented D olom ite, l i g h t gray; c h e r t, w h ite D olom ite, l i g h t gray; c h e r t, w hite 3 7 5 - 3 9 5 D o l o m il t i e g , hg t r a y D o l o m il t i e g , hg t r a yc ; h e rw t h , i t e D o l o m il t i e g , hg t r a yl , i g hp t i n k - g r a y 4 8 5 - 5 2 5 D o l o m il t i e g , hg t r a ys ; o mc e h e rw t h , i t e 50-555- u e - g v . riolom itic; rioinrrito., 1+.-gy ' 600-660 S h a le, b lu e -g ra y , do lo m itic 6 6 0 - 6 7 5 D o l o m ib t l e u , e - gt r om a e v d i uf m r . n ye hf e l y 675-725 S h a le, b lu e -g ra y , do lo m itic 725-805 D o l o m il t i e g , hb t r o w n - g r a y Sq Hare D Co. w e ll. -D. 2 ( 199016-1991891 M l - 4 1 5 ( t f V 1 A \ V V • » N - ' ' . * \ •D olom ite, l i g h t gray 805-860 55 \ i \ \ \ • \ 860-870 10 \ . \ D olom ite, b lu e -s ra v , brown erav \ 870-890 20 D olom ite, l ig h t g ra y , lig h t b lu e -g ra y 1 2 "h o l e 890-910 20 \ D olom ite, medium gray \ \ h 9 7 0 - 9 2 0 m \ D olom ite, medium grev, lig h t b lu e -g ra v 920-9^5 15 No samples in \ N D olom ite, medium grey, lig h t b lu e -g re v ^55:995 _1Q_ \ D olom ite, medium enci lig h t -re v —9'hO v^hale. b lu e -g ra v , d o l; d o lb m its. sandv. I t.g v 250 5 , 9 6 0 - 9 7 9 15 « Senrietnoe, f i n e t o c o e r s e , 1 im h t g r e y , d o l . 975-1050 75 S andstone, f in e to medium, v ery lig h t gray; . •. -. no sample 1000-1005 • • • • « • • • # • • 1050-1070 20 *• S andstone, v ery f in e to medixim, lig h t gray 1070-1120 50 * * * * • • S andstone, v ery f in e to medium, lig h t pink *• * #« • * • • • • * ' . . . • • •, 1120-1220 100 *. * • * ^ • S andstone, v ery f in e to medixim, l i g h t - gray - * .r ; \*T t * i * • * • • • ' * • ' * * * .. 295 1 2 2 0 - 1 270 10 : • . - • S andstone, medium to f in e , l i r h t gv, d ol. 1 2 9 0 -1 2 9 9 c) / . • • • • / V Seniintone, v e .rv f i n e t o f i n e , p in 'ic , riolom it.ic U 1 2 9 9 -1 290 1 cr“ iip.ndstonefine, lig h t_g'roy 3 ° 1 . de] 1250-1270 20 S a n d s t o n e , v e r y f i n e t o f i n e ^ l i g h t o r e y -1270-1330 60 S andstone, f in e to meditira, l i g h t gray [ • • • • ' * • • 0 •* • 115 5^* 1 1 ■ 1 * 1 S a n d s to n e , l i ^ e e h o v e ; rV lip e p in V dnln-r.-i+n : i_3 •' • 1335-1355 20 , l x • a S andstone, medium to f in e , l i g h t g ray , s l . d • • • * * 1355-1390 35 • x • • Sandst">one, f in e ,to medium, l i g h t gray • • • * k • • ^ • • • . 1390-1500 110 S andstone, v ery f in e to medixnn, l i g h t gray • ‘ . t . • • • 1 • . • * • • • • f • • • - 1 165 • . • • \ Formations: D r i fD t e ; v o n iN a i n a ; g aR r i a c ; h m(Maquoketa); o n d Galena-Platteville: S t .P e t e r ; E a C u l a i rM et .;S i m o n , A 5 T e s t8 eh d r sa t5 0 4g . p .s m p . e c ic f a i p c a c* i2 t . y 9g 4 . p . m .V / ef trh .y a rw d a t er re p o r t e d A d d i t ic o o n p a im l e a sb y es e c u f r re odW m i s c o nGeologicalj. s i n S u r v S e yc ,i e H n ac l e lH , a d i s6 , o n ■7TSC0NSTN GKOLOGICAT, SUHVFY. Science H all. Mndison. VJisronsin T.ng No. Ml -^6-4 GENERAL MERCHANDISE WELL No. 1, Wauwatosa, V’isc o n sin Page 1 of A SV\, SEl, SW%, Sec. 7, T 7N, R 2lE.rilVi _ . Layne N orthw est Company, D r ill e r , Jwte'L1959 Sample Nos. 210993-211291 - Examined by M. E. Ostrom BL-t. IS 'j- +2' 0- 15 15 S t& c l , yb l n , s n dc y a , l V c ic m , x I dV t f l ng v l 15- AO 25 S t& c l j dykl b n ,c V a l ci s c n , d V y ,V l f t n l - f n lA "pipe g v l , mp c y h r lA "hole S tf/ c l . vb l n .c V a l c ic d . o m l c . h spvr n dSC ' 6 rC l 0 O O O O O Cu A5- 60 15 CO 0 0 0 G v l,y l gry,Vfn-fn,mch dol,snd,pyr,st & c l 0 0 0 0 O 0 0 r > O o O 0 0 O-J 60 3 0 0 0 0 0 01 60- 70 1 0 D o l , gry,fn,dns,Itl y l V f nd o lg v l ,s t t r& s n d z 1 r1 65' •70- 7'5 T Z z D o l. gry.fn.dns.tr v l V f nd o lg v l . Iw t hc l h t 75- ■85 1 0 z D■n r~\ ol,yl•gry,fn,dns,mot*1 ^ T*» ^ O r r \ r \ ^ r>^>^rgry Z& pnk\ r 85- 100 1 5 z D o l,y l gry,fn,dns,mot gry & p n k ,I tl snd 100- 105 / D o l.v l grv. fn.dns.m ot grv & o n k .l t l s n d .tr c't 3- UQ r D o l.v l grv. fn .d n s. I t l s t f< s n d .tr nvr nm Pol! Vi grv. i'n.dns. i t l s n d .tr vm cht 115- 1?.Q Z=FZ 0 ° ! .y l g ry , f n t dns,?r-Dt grv (< pnk, I t l sndr tp ch 120- l2o D o l.v l grv.fn.dns.mot g r v . i t l s n d .tr wh c h t 125- lAO 1 5 r .7-/ D o l,y l gr^r, fn ,d n s,m o t gry .bn, I t l snd & s t , / r z t r wh c h t lAO- 150 1 0 z z D o l,y l gry,fn,dns,mot p n k ,I tl pyr l 1^ - IRS T>o 1 .',t'1 f n j n n k .15.5- 160 T l n l n t~ V 1 ^ Tnr^^ B ryly f v T,th ^XTUQ 1 0 Dolvlt—yl^oxyjdns'mot pnkj t r wh c h t. I d bn z s ta i n , fine" grained D o l.lt v l grv.fn.dns.tr wh cht z D o l.v l gry,tn.dns.tr wh ch t 180- 195 1 5 z r 2 D o l,y l gry,fn,dns,mch wh ch t .193- 20Q zzS D o l.v l er^/T fn .d n s 200- 210 1 0 z D o l,y l gry,fn,dns,tr v;h cht & snd r z z Dol . y lg r vt . n . d I n t s lb . ns t a in s . n t d6« r s t z Doi , l tgry,tn-M,dns,raot b n . ip t y i r 2?n- 225 HoA j i tgry,fn-Mrdns,mot b n I , t lp v rA s t 99S- 7~7n D o l Tgry,fn-Mfdns.mot y l b n I , t lp v r^ s t ?30- 735 D 0 I ,gry,fn-M,doR,mot y 1 b n , mw o h pc h t 235- 2A5 1 0zz:5z D o l j gry,fn-M,dns,moC y l b n , mw c h hc h tt . rp y r 2ZiS- 7Sn z Pol ,y1 gry, fn-Mj dn s , mot 60,^011 c h t . t r pyr x . qi 250- 255 D o l.v l gry'fn-M'.dns'niot b n 'I t l pyr & cht •29T--76T)' z = : ; = z D o i.it o i g ry . tn-M. dns ■ root' 11 i dbi v;itn s t 260- 270 1 0V :z D o l . o l l tgry,fn-M,dns,mot b n& p n k , Iw t h l Z 2 - d l L 270- 285 1 5 z D o l , o I l tgry,fn.dns,Itl p y r& w hcht,tr'dolif 270 110np ipe s s 13V 'hole 285- 295 1 0z z z D o l , bn,fn,dns,Itl y l p y r& w hc h t ,d t o r l is c s 295- 310 1 5 z D o l , b y n l , f n ,I d t n lc s h , t z z 310- 320 1 0 z D o l , gry,Vfn-fn,dns,mot I t b n ,I g t l l a u& cp y r 320- 325 z D o l . bn,fn.dns.mot v l p n k. w t n rc H E 325 -335 1 0 z D o l , bn,fn,dns,mot y l p n k , Ic t h l t, p t y r r 280 335- 3A0 D o l . bn.fn.dns.mot v l p n k , Ic t h l t& p y r. s t t r 3A0- 3aS D o l . g d r k ^Vfn.dns.mch 7 . s t . twrh c h t& c l 3AR-' 3Sn H oI r 1 1d r rL' y : r cln.^ - n ■ in o to kc r y . in t v i rey c l ^sn- D o r ii te r . vC - V fd n n , s .m s c t. c h l6t n v r 355- 360 z D o l. e l r t C v -. V fd n n. m q c . hs tft p y rI . t lc l . ts r n d A6 3h0- D o ll . tW r vG-Vf-n!dns.mch . s t n y . r i ts i h . ts r n d v h ->r c• y a l l o i. r T L' r ,st A _ bd n o l -S K nA r c y a, l c ic s . E m 3 7 5 - 395 20 S h . d k g n gry,calcic,m ch s t & g r y d o l , I t l wh c h t 3 9 5 - 40 0 5 S h .g n erv,calcic,nch s t . t r wh c h t & d o l w i t h r v 4 1 5 - 4 3 0 15 S h ,g n g r y , calcic,rnch s t , l t l b n d o l & p y r _ 4 in - 4 IS 5 d h j d k .g n a r v . ca 7 r.i r , m rh ^ 6 ,7 6 7 hn do7 6. p v r 4 3 5 - 4 65 30 S h ,d k g n gry,calcic,m ch s t , l t l b n d o l & p y r A w 4 6 5 - 4 /U 5 8 h .d k en a r v . r a1 c c . mch s t 6/ s h . l t l d o l A o v r 4 7 0 - 475 ,5 — 7 S h .d k en grv.calcic.itl d o i . p v r . s h & s t 4 7 5 - 4 9 0 15 S h ,g n gry,calcic, I t l b n d o l , p y r , g n s h & s t 4 9 0 - 505 15 S h jd k g n gry,calcic,Itl b n d o l , p y r , g n s h & s t 5 0 5 - 5 20 15 S h ,d k gry,calcic,Itl b n d o l , s t & p y r 1 8 0 5 2 0 - 525 5 / / D o l . l t o l erv.Vfn.mot c r v . i t L p v r . t r c l & c h t 5 2 5 - 530 5 / u o i . i t o i g r y , V r n .m o t, i t i p y r , t f c i , c n c s c 5 3 0 - 545 15 / D o l , o l g r y ,m o t d k g r y , I t l p y r , t r e l , c h t & s t y 5 3 3 ' / / ; / 5 4 5 - 56 5 20 y_. , / D o l j o l gry,Vfn,mot d k g r y , I t l p y r , t r c l & s t / / / / 5 6 5 -- 6 00 35 / D o l , I t o l gry,Vfn,mot d k g r y , I t l p y r / ^ ’h o l e . / / / ., / ./ / 6 0 0 - 610 10 / / D o l, I t o l gry,V fn,m ot,Itl p y r , t r s t & c h t / 6 1 0 - 630 20 / D o l , I t o l gry,V fn-fn, s l g t p o r ,m t o d k g r y , I t l 1 y . / y p y r , t r s t / 6 3 0 - 640 10 / , / D o l , y l g r y , V f n - f n , s l g t p o r ,i n o t d k g r y , I t l p y r . t r s t 6 4 0 - 650 10 / / D o l . y l gry,Vfn-fn, s l g t p o r , m o t d k g r y , i t i p y r , 7 ; / 7 1 1 s t 6 5 0 - 655 5 / , D o l . o l erv.Vfn-fn.m ot.It 1 p v r & s t 6 5 5 - 660 5 y / . n.nl . 0,7 o - v f n - ’’; «Ap-t n o r ,m o t g r v . 7 1 7 n v r D u o i ; a k g r y , r n - i i , s l g t p o r .m o t on', I t l pS^r 6 6 0 - 665 / . / ODD- 6 /0 5 / D o l . o l e r v 6t d k e r v , in-M ,motgry, i t i p v r 6c s h 6 7 0 - 675 c; y y T7o7,o7 cr-p!.' 5, n7' e r v ', fn -M , m o t v m ',7 r 7 n v r 6- 6 / 5 - 680 s / . / n.ol'.fU : e r v r fn -i'i. m ob' dk o r v , 7 t T p v r 6. do7 , t r s< 6 8 0 - 685 __ 5_ y. 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C o n t i no u nn e a d o p V7ISC0NSIN GEOLOGICAL SURVEY, S c ie n c e H a ll, M adlcon, V Jisco n sin , Page 3 Log No, P ag e 3 o f A GENERAL MERCHANDISE WELL N o .1,.Wauwatosa, W i s c o n s i n S a mp N l o e s210993-211291 . (continued) 750- 760 10 D o l ,gry,Vfn,dns,mot o l g r y& b n ,l p t y l r& s t , 2A0 t rs n d ______/ 6U-~y 65~ “ S' S s , Ioc lg r yC , - f r i in , d ,c l e md o1 ,l e ip y r ,c t hr t 765- 775 10 XX / D o lj o l l tg r yVfn,dns,inch , s n d , lp c ig l ns t s 7 7 s - 7gn 8 qv 1 0 - fTT-i^, n h im o d aP lr e m8 n 11 r„py.r_ 1 7R0- 785 S s f ygry,C-Vfn,rnd,himodai.Itl'pyr i & s t 785- 800 15 S s , ygry,C-V£n,rnd,bimodal,P l c e md o l , lp t y lr , s t& s h ,I t lc h t 0 - 805 S s . ogrv■C-yfn.rnd.bimodal■Itl l p y rs . t& c h t 7 - TO ■ oi cry. 0-Vin, rnd. F srtg. itl vjg cht. tr pyr B in - 815 s . o r y , V C - V f n ■ r r d .sr t i c.ht,tr pvr fg sts 815- 8 20 Ss.yl gry,VC-Vtn,rndTF cem dol,ltli1 cht st.tr p y i ~E2lT SI I I » s, * h 1 . y^,7 1 1J i tg r r y----- .- ; f - Vr f n 9n ;F dI i- si fc. r e y ^ t — g ,^ s 1»» t r-^ r tc rh\ t 825- 840 15 I'.-, Ss,lt yl gry,C-Vfn,rnd,F srtg,P cem dol,tr s t & v?h c h t 8 4 0 - 84 gry, VC-Vfn, rnd,P srtgtItl 5 trtr wp-pd cht 845- 855 TO Ssjyl gr>’, VC-Vfn, rnd, P srtg, P cem 'dol,ltl st, : \ \ tr wh-rd cht 855- 865 10 Ss,yl gry,Vfn-M,rnd,P srtg,F cem dol,mch st, Itl cht,tr 0 snd £65-.. 870 ss.vi grv. vrn-u, rnd. srcg,mcn s z %lzl cnc,cr u snq n70- 87 s B^jVl grvj l;fn-yr i ■ P srrgF rem dot ,mch ^ t, L'tl 3t 8 7 5 - 880 Ss'.vl grv'C-Vfn. fnd.p cem ool.Itl ch t.tr cht' 88 0 - 885 88 5 - 890 Itl 8Q0- 8Q5 g'ry , VC-Vfn . >-nd ,mch cht 1t1 dol A P t.tr pak cht 8 9 5 - 905 10 Ss^vi gry)vc-i'fn^ rncl | p"" s r t g ^ 111 wh^ c h t, 111 dol & sc.tr pnk cht ______- 9 0 5 - 920 15 S s , ygry,Vfn-M,Srnd,P l s r t gc , e F md o l , ms c t h, I t l-^’h c h t r,C s n d 920- 925 S s . ygry,vf-Vfn,Srnd,mch l s t , tc r h t , lF t es i t a i Q95- 8 s 1 y 1 e - Ir M y - V f, r ' n n, dn rh s r l r.rc h tI , tj F es t a i n Qon- Q85 ‘ \ \ 9 c r I yC - Vn f ’r-T-n^ I m r hs t t ! rX t 1 ! 1 F es t a i n 9 35- 940 S s l yg l r yC * - ' V r f n r a i? !'s r t i g t , ls t6t x iq t z .c t h rt 9 40- 950 10 Ss_,yl gry,C-Vfn,rnd,P srtg ,Itl st,dol, & wh e n t 9.50- 955 Ss,y- 01 - - J» gy\’, 1 - ^ C-Vfn, V rnd, Pi 1 srtg,mch ------dol'UW r AI tl^ ^ ^ St \1 6- 1 ch- »—l-k 9 55- 970 15- Ss,yl gry,C-Vfn,rnd,P srtg ,Itl st,dol & wh cht 9Ji)--..975 8 s;.y.l gry, C-Vfn, rnd, V srtgrltl dolrtr st cht 9 7 5 - 990 15 Ss,yl gry,C-Vfn,rnd,P srtg ,tr dol,st & wh cht 230 Ss.vl grv.C-Vfn.rnd.tr dol.st.& v?h cht.mch sh ±M .Ss,v{ prv.C-V'rn.rna.mch sndv grv doi.tf sc t oss 1660-1065 . • > . 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C -r V n f dI n t ld o it rVC s n ds t5 f o s■ s 1230-1235 S t s .b c n e , mc F o l , ms e n n dI . 1t p y rt r,g l a u6c cr c s s 1 235-12 40 S s r lbn.C-Vfn.rnd.P t s r t gc . e F mF e . tt r o s s 40-1 2 4 5 S5 s s. V . 1 vggrvrC-Vtn~rnd.mch il s t . s ot m o e s s .g t l r a u c -1 2 3 0 S s . vgrv.C-vtn,rno,p l s r t g, s m c e , n m af n o y s s 8 s , verv■C-Vfn.rnd.P l s r t g .s m t c , h s ot m o e s s .p t y i r S s W g l r yV , C - V r t n n oP , ,s r t g . i m c o js t . c ,6c d o i 1260-1270 10 VC-Vfn,rnd,P s r C gc , e F md o i , mp o n t k ^ 280 sM 1siIl' b nd o i 1270-1280 10 S s , ygry,C-fn,rnd,G l s r t g, d I o t l l , s tf , o t s r s 12b0-12d5 ---s^ s . vgi~y.c-vrn, l^ ----» -s - r nj p d s , r e’ g .d l o- t--1 l l . e r 7 P 5 - 90n C t; ^ V 1 ^ ' r - \ 7 f r > ^ C -rn rI p e r t - o 1 f 1 f n c c X s t 2yu- 293 R s Ty -gryfC-fn.^.Srnd.P ]■ s r t p .d T o t l l . f t 'o r s s .s l h 1295-1300 S s . vgrv.C-fnlSrnd.P l s r t g .b I n td l o i. r t o r s s 1300-1320 20 S s , ygry,C-fn,Srnd,P l s r t g, b l n td l o l, f t o r s s , t rs t . r. 1320-1330 10 S s , ygry,C-fn,Srnd,P l s r t g, b I n td l o l, f t o r s s , 1-: t rs t . lg t n ls____ h S s . vgr\'.H-Vfn. l S r n dc . e F md o l . ls t t l . sh f . cs t s rI 335- T S o -m b /ti e x a m in e d b y F. T. T h w a ./Y * j. U.W. /Vos.S02£S'S0327 m et Zone, cCar/r y r a y t •aba/e^ iron Fyf'YZf Jbc.H , b/viab'yxay, y e ry /t'mej' X./mejZone, y '~a-y. fey, mayneite.nje*^//o Zf/'nZ bbo^/e,cCa.eh ynay, /frney •Ihaie, no -ia-m^/es yn a y, nte^iu/rt,rery f/m tjr C/mt*eone.jrm.y, naeef, jCLncCy m edium yea.y non- fim e y jo n d o io n e t/V S J r A L L / S j z Ml-297 3 6 0 -9B0 ■San^j/enet rn e ^ iy m ,w / i i / r , non< y/fnpjr k * « • ,. • • t • • • • Zoo Ho. • • • 920-930 - Z ^ J T / sf}a .K / o r j h a / e , ‘r f d l •s a .rd ^ Jtt/ot./ \ • XI tc//7 10‘/O '/060 - ~~ --- ShaJe, fim A, J \ A ll UNTVEP.SITY OF WISCONSIN G E O L O G & I NATURAL C ; >'JJ HISTORY SURVEY L o gN o . M l - ^ 8 9 1 8 1U 5 n i v er A s v i e t ny uM e a , d i sW o i n s , c o n5 s 3 i 7 n 0 6 Issued:May, 1 9 6 7 C o u n M t i y l : w a u k e e W e ln l a mB e i a n t vSubdivision, i e w G l e n d aW l i e s , . * * R. 2 I E . I C o m p l e. . t 1 e 2 d - . 3 1 - 5 9 I O w n e r N . ' . .c . l wConstruction l s C o* . J F i e lo d h e c k . T. - f — A d d r e s5 s 3. 2W. .5 C e n tS e t r .M , i l w a uV k J e i eAltitude.... s , . 1 8 4 - U s..... e Subdivision 1 D r i l l eAcker-Berkholz r . . C o .I , n c . S t at w i . cr.',7 f e 0 e t N. h -I- +— f— E n g i n e e r . S p e cc . a p . . . 1 * 5 _J_ S e c2/[ . Q u a dThiensville . l \ ' D r i lH l o l e C a si & n L g i n eP r i po e rC u r b i n g ^ i a . f rt o o m D i a . f rt o o m D i aW . g t .K 6 i c n df r o m t o D i a .W g £c t K . i n df r o mt o 1 2 " 0 8 6 ' 6" Std.Blk.ste(1 0 8 5 ' 1 0 6 " 8 6 ' 2 5 ' 4 G r o u tK : i n d f r o m t o N e ac t e m e n t 0 8 6 ' S a m p lf e r s o m0 t o 2 5 5 ' D a tr e e c e i 7 v - e 1 d 0: - 6 0 S a m pN l o e s2 . 1 7 3 0 5t o2 1 7 3 5 5 E x a mi b n y e : d ME. . O s t r o m Date:10-12-60 Formations: D r i fS t i , l u r i a n U)€.\\ deS+' 3 0 - 5 0■ 2 Q 0o c Od c?G ? v lo , lg r yV , f n -A C n , gP , s r t gm , o s t d l o y lm , c hs t& c l ,I s t n l d 5 0 - 6 0 1 0 S t& c l ,o lg r yc , a l c i c V ; f l nm t x l dg v lI , t ls n d 6 0 - 6 S 5 G v lg , r vV , f n -A M n . eP . s r t em . o s t d l o y lm . c hp v rI , t ls t ,c lA s n e a b o p i - v S O o 6 5 - 8 01 5 G v lo , lg r yV , f n -A M n , gP , s r t gm , x d , msc t& h c l ,I t ls n d& p y r 8 5 5 G v io . i g ' r ym o tb n ,V t n -A M n , gP , t r t gm , s c ld y o l , ls c t l & c l .si; l t l 8 5 -DP 1 1 5 . - c/ D o lg . r yM , - V fd n n , sm , o tb n ,I t lx lq t zI , t ls t ,c l& s n d / 1 0 0 - 1 11 0 0 / D o ly . lg r yC . - f np , o rw , it s h c a t t eb r ns e t d r e a k s /--- n o - 1 21 0 0 / D o ly r lE r yC . - f np . o rI . t lp y r& g r ys h 1 7 0 - 1 3 0 / D o lo . lg r ym o tb n .f n-M, d n sI , t lx lq t z 1 3 0 - 1 310 5 D o ly , ig r ym o tg r yv , t n - £d n s .I . t lg r yc l& s t . 1 3 5 - 1 45 0 D o lo . lg r y& g r yV , t n -i d M n , st op o ri , t lx lo t z& g r yc l 4 0 - 1 4 55 / D o io , ig r yr o og t r yv , i n -d w n , ss , o mr e a op L igii, l i p y i , , / / 1 4 5 - 1 61 0 5 / D o lo , lg r yV , f nd , n st , rx lq t z& p y r / ■ / 1 6 0 - 1 71 5 5 / D o lI , to lg r yf , n ,d n sm , o t& s t r ea w k i e t dp h y r 1 7 5 - 1 81 5 0 / D o lI , to lg r yf , n ,d n sm , o tg r y& b n ,t rp ig nc l . 1 8 5 - 1 Q5 O / D o l-Jr , o lp r vm o tE r vf - n s - i g hp t o rt , rp y r& p ig nc l / A 1 2 UNIXnEKriTY OF WISCONSIN G E O L OG & I NATURAL C / 1 HISTORY SURVEY L o gN o M . 1 - A 8 9 1 8 1U 5 n i v e r A s v i e t n y uM e a , d i sW o i n s , c o n5 s 3 i 7 n 0 6 W e ln l a mB e r a nV ti e Subdivision, v ? T o no n fG r a n v iW l i l s e , , S a mp N l o e s .2 1 7 3 0 5t o 2 1 7 3 5 5 T 9 O ' - 1 9XZ 5 ' 1 7P ol. I t . o i gry mot g ry, tn , dns cr pyr A p i gn c l ■xa.T^nn. x: DoT- l t ^ TL grymot gry. fn , s ig h t p o r, I t l p y r, Lr px-gii c l 200-215 15 z: Pol , I to lg r ym o tg r > 'f , n - Ms , i g hp to rt , rp y r 7 1 S -9 ? n / MT . I to lg r ym o tg r yF , n ,d n s ~C ^ rp y t6c g r yc l 2 2 2 0 - 2 31 0 0 P o lI , to lg r ym o tg r yf , n - Ms , i g hp t o rt , rg r yc l P o lI , to lg r ym o tg r yf , n ,d n sI , t lp ig nc l 2 3 0 - 2 A1 0 0z: 2 A 0 - 2 51 0 0 z: P o lI , tg r ym o tb n ,f n ,d n ss , i g hc t l a y et y rg , l a up c y , r& x lq t z 121 2 5 0 - 2 5 5 P o lI ’ to ig r yt , n ,d n sI , t lg r yc l b nsli ENP OF WELL ■’♦ C o nf tr’o p d m a g1e r e m a rp k r s o : v i t d h e r d o uT g r h i - C i t y W a t eU r t i l if t r y oa mL a kM e i c h i s g o a u n r c e . * * L o c ao t nL e o d t5 ,b l o c1 ko fsubdivision, n o r ts h i do e f W e sG t r e eT n r eR e o ab d e t w eN e o n r tS h e v i la l n e dW. R a n g e L i nR e o a d . A 1 3 WELL CONSTRUCTOR’S REPORT TO WISCONSIN STATE BOARD OF HEALTH See Instructions on Reverse Side 1. County M ilw aukee ______j v S e ______(C it y Q Check one atid frive neiT." 2. Location ___ ] \s£_S_ccJf..TG_|J ______Kamo, of street and number oTpromiSE ur tt'Clldn, TfrRU'UiKl'lUiiiKClumbers 3. Owner □ or Agent PI __il«._Kcan-t8______[E '^ IT p 4. Mail Address 8089 8 . 78 t h 8 t . iX lln aM tes W ise.- 1 f£B 21 '»>5 i ...... Complete address required £ N V 1HOT^t/TEiNI Mb. No construction s t a r t e d san ita tio n 5. From well to nearest: Building------ft; sewer_____ft; drain _____ ft; septic tank _____ ft;______ dry weD or filter bed _____ft; abandoned well_ 6. Well is intended to supply water f o r : ____ JiOffLe,, 7. DRILLHOLE: , 10. FORMATIONS: Dia. '.rn.) From (ft.) To (ft.) Dia. (In.) From (ft.) To (ft.) From To Kind (ft.) (It.) 8 0 21 c la v b o u ld e rs 70 6 P i __O iO c.lny b flT>dp«n 40 110 8. CASING AND LINER PIPI3 OR ClJRBING: g ra v e l 10 120 Dia. (in.) Kind and Weight From (ft.) To (It.) lim esto n e 33 153 6 Re Cond* 21 ^ 0 120 lim esto n e crev IftH 10 163 lim e sto m e 41 204 ______lim e s to n e V® c re v 15 219 9. GROUT: Kind From (It.) To (It.) D r i l l mud 0 21 Construction of the well was completed on: 11. MISCELLANEOUS DATA: J a n , 22 19.15. Yield te s t:___ A ___ Hi-s. at ?.Q_____ GPM. The well is terminated _____.^9______inches B above, below' O the permanent ground surface. Depth from surface to water-level:_Z h ____ ft. Was the well disinfected upon completion ? Water-level when pumping:_____55 ______ft. Yes______No______Water sample wras sent to the state laboratory at: Was the well sealed watertight upon completion? Kenosha _on 1/22 19__.!3 City Yes ? ___No ______ A rb e r & Krunm 5 8 0W 7 . H a m R p dtM o i n l w a uW k i e s e e , Signature Rej^ist^red Well Driller Complete Mail Address do not write In apA.ee bc'.ow 10 ml 10 ml 10 ml 10 ml 10 ml Bec'd- No- Ans’d Gas—24 hrs. ___ Interpretation 48 h r s . ___ Confirm AIT B. CoU RTnminor Wrt. 6-30M:(C-50) WELL CONSTRUCTOR’S REPORT TO WISCONSIN STATE BOARD OF HEALTH See InstructionsJUlLObJL uvt-ivri.10 on Reverser I^TV. VJAUCSide r ____ ...... o w n I------.1. County ______jviSe 3 3 heck one and gWo 12. Location E N V J a v ... Isame of street and numoer of premise or 4. Mail Address Complete address required 5. From well to nearest: Building _ /-i _ft;sewer._*7-^-ft; drain _____ ft; septic tank_____ ft;______V drjr well or filter bed.. ___ft; abandoned well_____ft. ______ 6. Well is intended to supply water for: 7. DRILLHOLE: 10. FORMATIONS: Dia. (in.) From To Dia. (in.) From (ft.) To (it.) 1 From (ft.) To (ft.) Kind (ft.) (It.) o AC 9A> 8. CASING AND LINER PIPi2 or ClJRBING: ) ?A> / d~n Dia. (in.) Kind and Weight From (ft.) To (ft.) 'J) 1/- (!) / jA r^U jl2}J' • ------— — 9. grout / Kind From (It.) To (ft.) Construction of the well was completed on: 11. MISCELLANEOUS DATA: -.-.iH-- /_*1____ 1 9 iO - Yield te s t:______Hi's. a t ______GPM. The well is terminated ___ ------inches B^above, below □ the permanent ground surface. Depth from surface to water-level:_____ft. V/as the ivell disinfected upon completion? Water-level when pumping: ______4^.4-ft. Yes______N o.^_ ____ Water sample was sent to the state laboratory at: Was the well sealed watertight upon completion? Or. _____on City Yes/f^____No______!_ Signature Registered Well Please do not write In space below 10 ml 10 ml 10 ml 10 ml ___ No, Gas—24 hrs. Interpretation Confirm B. Coli Examiner ____ WELL CONSTRUCTOR’S REPORT TO WISCONSIN STATE BOARD OF HEALTH See Instructions on Reverse Side / RE Town OK y 1. County __ Village O ___ .City □ / Check one and gl 2. Location _ Name of street and number of premise or Sec. Tn. and R. numbe; 1. Owner or Agent O , lartnershlp or firm 4. Mail Address Complete address, j-equlred 6. From well to nearest: Building _ dry well or filter bed. ■ft; abandoned weU______: 6. Well is intended to supply water for: 7. DRILLHOLE: 10. FO Dll. (in.) From (ft.) To (ft.) From (ft.) 8. CASING AND LINER PIPE OR CURBING: Dilu From To (in.) Kind (ft.) (ft.) 9. GROUT 11. MISCELLANEOUS DATA: ^ Yield test: Hrs. at Construction of ^ e well was completed o n ____ 1. County ...... jvSKe oC-.- . 2. Location ____ i ^ _i-'!C-C",?L Name of atre^ and number ef-pieiiilse ui SCCtren,' Town and KAhgS'aumMTB—------ 3. Owner Agent O ______Name of Indlvldual./Wrtncrshlp or Arm 4. Mail Address ______Complete addreaa required 5. From well to nearest: Building__/:5__ft; sewer-i-A-.ft; drain./XT-ft; septic tank.AA_ft; ______ dry well or filter bed_§l^-_ft; abandoned well?Ari=ft. A y ....” ' 6. Well is intended to supply water fo r :______A x irlX x fritA x i ______7. DRILLHOLE: 10. FORMATIONS: From Dia. (Id.) From (ft.) To (ft.) Dia. {in.) From (ft.) To (ft.) To Kind (ft.) (ft.) /o o 2 - 0 /U >^ 11. MISCELLANEOUS DATA: ...... ______19__£S Yield test: ____ Hi*s. at AA._____ GPM. The well is terminated '______H ______inches Q^bove, below □ the permanent ground surface. Depth from surface to water-level: ---1 -____ ft. Was the well disinfected upon completion? Water-level when pumping: ___ A?______ft. Y es--™ __ No______Water sample was sent to the state laboratory at: Was the well sealed watertight upon completion? on __ A. 19Ai_ City Yes__™__ No. Signatur UJ lesistcred Well Driller Complete Mail Address Pleajc do not write In space below 10 ml 10 ml 10 ml 10 ml 10 ml Rec’d. No. Ans’d Gas—24 hrs. ______ Interpretation 48 h r s . ______, Confirm ______ A17 B. Coll w»l 6 'WELL CONSTRUCTOR’S REPORT TO WISCONSIN STATE BOARD OF HEALTH See Instructions on Reverse Side y 1. County __ :---- r\ /C itv m Check one and irlve, nanu!^ ; 2. Location ...... 0 ^ - f ' •' ) Name of s tr^ t an^rtumD6y~OT' pmnlSG or ,S?;'dllU!i," Tu^?.'!! 5,11^ .Kangc numbers 3. Owner Agent O ______^ R S j ^ Name of Inulvldual, jirtri^ h lp or Arm y t-L J ' C___t _ 4. Mail Address i^ 6 i- ''-f' I <-/■ S i.^ Complete addreas required 5. From well to nearest; Building.sewer-ett__ft; drain_/£T__ft; septic tank_^E._ft; ______ dry well or filter bed_!^:^r_ft; abandoned well_____ft. 6. Well is intended to supply water for: .. 7. DRILLHOLE: 10. FORMATIONS: From To Diiu (in.) Fiem (It.) To (It.) Dia. (in.) rrozn (It.) To (It.) Kind (ft.) (It.) } 0 D ■X O o X o 2 -0 77 37 8. CASING AND LINER PIPlS OR ClIRBING: 3 1 i / •2. Dia. (in.) Kind and Weight From (ft.) To (ft.) -2. 7 '/ 7i// 7^-4) X ^ /I. iJ- — (i? < - / ■ ^ ______r e :o E l V E in 9. GROUT; H r \ A r - » t i f f ' ^ mnd From (ft.) To (It.) JULJ.0 i95t> > A-O EN V j ^ O N M E NT A l_ (J Construction of the wcH^^'slldr3pl^t?3'^H . 11. MISCELLANEOUS DATA: 19.£T^ Yield test: __ Hi's. a t ____/.A 7 .. GPM. The well is terminated _____ 'iShr ______inches B ^o v e, below O the permanent ground surface. Depth from surface to water-level:______ft. Was the well disinfected upon completion? Water-level when pumping: ______£Tfl____ ft. Yes__!zrr__ No____ Water sample was sent to the state laboratory at: Was the well sealed watertight upon completion? ______^ __ Yes-Jm_No______ Signature egistered Complete Mail Address Please do not write In space below 10 ml 10 ml 10 ml 10 ml 10 ml ...... "Mn. Gas—?c4 hrs. ______ 4R brR. C on firm . Aia n . C oli . ■ - - - . ____ Wei. c-3 om;(c-.,;o) WELL CONSTRUCTOR’S REPORT TO WISCONSIN STATE BOARD OF HEALTH See Instructions on Reverse Side M ilw aukee (Town S n x 1. County ----- j ViU a ge □ ___? r_a n v 11 l_e ______/ (C it y Q Check one a n ^ g iv e name 2. Location ._SjAMiLL_P/__Nji?_i._Qf__se_c _2_4 _2I_j, Name of street and number of premise or Section. Town and Ranee numbers ^ t.;.1 . . i / / 3. Owner 0 or Agent O ------Wmil_AdBlman. ______Name of Individual, partnership or firm , S A fvfi >*/v - “ ' * / y * t 4. Mail Address______i_l _ A ^ s __6S_I_0_ dajrLujrg__rd,_ Mi 1 wau_kee______Complete address required 5. From well to nearest: Building— sewerD_orie_ft; drain_UPil§ft; septic tankP_P?P_ft;______ dry well or filter bed_IiQH£ft; abandoned welliLP35_ft. ______ 6. Well is intended to supply water f o r : __ E-^si-iLen^.e______7. DRILLHOLE: 10. FORMATIONS: To (It.) From (ft.) Kind ( y e llo w ) 8. CASING AND LINER PIPE OR CURBING: Kind and Weight From (ft.) To (ft.) s t e e l 9. GROUT: T o(ft.) F u d d lC e l d a( y f i l l ) Construction of the well was completed on: 11. MISCELLANEOUS DATA: 19-52. Yield test: Hrs. a t___ 2a__ GPM. The well is terminated ______12___ inches S above, below O the permanent ground surface. Depth from surface to water-level: 1.0. Was the well disinfected upon completion? Water-level when pumping: ______3A Water sample was sent to the state laboratory at: Was the well sealed watertight upon completion? ___ Keno_sha_____ o n ____I0/_23 ___ ig5_2 _ Yes__ Signature Registered Well Driller Complete Mail Address Please do not write In space below 10 ml 10 ml 10 ml 10 ml Eec’d-. Gas—2i hrs. Interpretation Confirm B. Coli Examiner ____ Appendix B Boring Logs IAiiI 32-09/91 B45.flwp Foth & Van Dyke & Associates, Inc. LOG OF TEST BORING NO. S B -( 1 M W - 1 ) SURFACE ELEVATION: CLIENT: BRIGGS & STRATTON PROJECT: TIO BORING DEPTH: 1 5 ' PROJECT NUMBER: 9 1 B 4 5 LOCATION:U. BURLEIGH ST. DATE:1 1 - 6 - 9 1 DEPTH FR SAMP DEPTH REC UNCONFINED DRILLING AND LND SURFINTERVALTYPE. N (FT) DESCRIPTION OF MATERIALCLASSSTRENGTHMOISTUREPIDSAMPLING NOTES -• 0 . 0 9 "C o n c ra e ts t u e r f a c e . F - - 2 . 5 t = 1 1 0h 5 r s . 2 . 5 - 4SS . 5 1 9 2.0Loose, b r o wm n e , dt . oc o a rSAND, s e w e t 0 w /s o ms e i l c t l y a y . -- 5 . 0 s p 5 - 7 S2 S 1 4 1 . 0 L o b o rs oe c w, o n a rSAND. s e w e t 1 2 3 . - - 7 . 5 7.5-9.5 SS2 3 .V 0 e 26 rt y i g hb t r , o CLAY. w n > 4 . 5 m o i s t 0 -- 1 0 . 0 1 0 - 1 2 S S 41 . 8 4 8 T i b g r h o t w ,l n e , aCLAY n w /t r a c ec l 2 . 5 w e t 0 s i l t . - ^ 2 . 5 ^ 1 3 - 1 55 S S2 8 2 . 0 H s e td i. fb f r , o CLAY w n w i ts h o m e 2 . 2 5 w e t = 01 1 3 th 9 r s . s iI t . -- 1 5 . 0 E.O.B. = 1 5 . 0 ' M o n i t oW r e i lH n l W g -i 1 n s t a l l e d . - - 1 7 . 5 -- 2 0 . 0 - - 2 2 . 5 -- 2 5 . 0 - - 2 7 . 5 WATERLEVEL INFORMATION START DATE: 1 1 - 6 - 9 1 DEPTH AT COMPLETION: 9 . 1 9 ' COMPLETION DATE: 1 1 - 6 - 9 1 LATER TIHE/DEPTH: LOGGED BY: P E D 1 LATER TIME/DEPTH: DRILLING METHOD: 4 . 2 HSA 5 " CAVE-IN DEPTH: DRILLING CONTRACTOR:WTD EnvironmentalD r i l l e r s DRILLING LOSSES: B1 F o t& hV a D n y k& eAssociates, I n c . LOG OF TEST BORING NO. S B -( 2 H W - 2 ) SURFACE ELEVATION: CLIENT: BRIGGS & STRATTON PROJECT: T 1 0 BORING DEPTH: 1 5 . 5 PROJECT NUMBER: 9 1 B 4 5 LOCATION: W. BURLEIGH ST. DATE; 1 1 - 6 - 9 1 DEPTH FR SAMP DEPTH REC UNCONFINED DRILLING AND LND SURF INTERVALTYPE# N (FT) DESCRIPTION OF MATERIALCLASSSTRENGTHMOISTURE IPID I SAMPLING NOTES - 0 . 0 1 0 C " o n c ra e ts t u e r f a c e . • 2 . 5 2 . 5 - 4SS . 5 3 5 1 .T 2 i g hb t r , o CLAY w n w /l o o ss e i , l t y > 4 . 5 m o i s t2 , 4t = 1 4 3h 0 r s . s e aa m t3 ' . 5 . 0 5 - 7 SS 1 6 1 .M 3 e ds . t i fg f r , e e n s i i s lh CLAY. t, y 1 . 0 w e t 2 . 7 - 7 . 5 7 . 5 - 9SS . 5 1 0 3 N oR e c o v e r y . c l N/A N/A N/A - 1 0 . 0 1 0 - 1 2SS 6 5 1 . 5S t i fb f r , o CLAY w n w i ts h o m e > 4 . 5 m o i s t g r a v( e 1 l / 4 " )___ . - 1 2 . 5 1 3 - 1 5SS 2 7 1 .M 2 e ds . t i fd f a , rb k r o wf n a ,CLAY. t 2 . 5 m o i s t t = 1 5 1h 5 r s . - 1 5 . 0 E.O.B, = 1 5 . 5 ' 1 7 . 5 M o n i t oW r e i lM n l W g -i 2 n s t a l l e d . - 2 0 , 0 ■ 2 2 . 5 2 5 . 0 - 2 7 . 5 WATER LEVEL INFORMATION START DATE: 1 1 - 6 - 9 1 DEPTH AT COMPLETION: 9 . 0 2 ' COMPLETION DATE: 1 1 - 6 - 9 1 LATER TIHE/DEPTH: LOGGED BY: P E D 1 LATER TIME/DEPTH: DRILLING METHOD: 4 . 2 HSA 5 " CAVE-IN DEPTH; DRILLING CONTRACTOR: WTD Envirormental D r i l l e r s DRILLING LOSSES: B 2 Foth & Van.Dyke S Associates, Inc. LOG OF TEST BORING NO. S B -( 3 M W - 3 ) SURFACE ELEVATION: CLIENT: BRIGGS & STRATTON PROJECT: T 1 0 BORING DEPTH: 1 5 . 0 ' PROJECT NUMBER: 9 1 B 4 5 LOCATION:W. BURLEIGH ST. DATE:1 1 - 7 - 9 1 DEPTH FR SAMP DEPTH REC UNCONFINED DRILLING AND LND SURFINTERVALTYPE. N (FT) DESCRIPTION OF MATERIALCLASSSTRENGTHMOISTUREPIDSAMPLING NOTES -- 0 . 0 - - 2 . 5 t = 0 7 2h 5 r s . 2 . 5 - 4SS . 5 1 3 00 . 5L i g b h rt o s w i n l CLAY t y w /s o m e 3 . 5 m o i s t7 . 2 g r a v e l . -- 5 . 0 5 - 7 S2 S 2 60 . 3 a A b s o v e . 1 . 5 m o i s t 1 4 . 4 - - 7 . 5 c l 7 . 5 - 9SS . 5 3 5 42 .L 0 i g b h rt o s w i n l CLAY t y w i ts h o m e 4 . 0 m o i s t4 . 2 f i ng e r a v e l . -- 1 0 . 0 1 0 - 1 2SS 4 > 5 0 1 . a 0 b A o s v e . 2 . 0 m o i s t 1 . 9 - - 1 2 . 5 1 3 - 1 55 S S3 4 1 .T 3 o i p sa sa b o vB e o ; t t0 o .m 3i ' s 1 . 5 3 7 . 4 c o a rs s a e na d n g d r a v e l . s p - g p w e t t = 0 8 0h 0 r s . -- 1 5 . 0 E.O.B. = 1 5 . 0 ' M o n i t oW r ei lM n l W g -i 3 n s t a l l e d . - 1 7 . 5 -- 2 0 . 0 - - 2 2 . 5 -- 2 5 . 0 - - 2 7 . 5 WATERLEVEL INFORMATION START DATE: 1 1 - 7 - 9 1 DEPTH AT COMPLETION: 7 . 3 8 ' COMPLETION DATE: 1 1 - 7 - 9 1 LATER TIME/DEPTH: LOGGED BY: P E D 1 LATER TIME/DEPTH: DRILLING METHOD: 4 . 2 HSA 5 " CAVE-IN DEPTH: DRILLING CONTRACTOR:WTD Environmental H e r s Dri DRILLING LOSSES: B3 I Foth S Van Dyke S Associates, Inc. LOG OF TEST BORING NO. S B -( 4 M U - 4 ) SURFACE ELEVATION: CLIENT: BRIGGS & STRATTON PROJECT: T 1 0 BORING DEPTH: 1 5 . 0 ' PROJECT NUMBER: 9 1 B 4 5 LOCATION:W. BURLEIGH ST. DATE:1 1 - 7 - 9 1 DEPTH FR SAMP DEPTH REC UNCONFINED DRILLING AND LND SURFINTERVALTYPEN(FT) DESCRIPTION OF MATERIALCLASSSTRENGTHMOISTUREPIDSAMPLING NOTES -- 0 . 0 - - 2 . 5 t = 0 9 2h 0 r s . 2 . 5 - 4 . 51 S2 S 5 2Brownish-green, . 0 m e ds . t i s f if l t y 4 . 0 m o i s t 1 1 CLAY. -- 5 . 0 B r o ws n t , i fs f i , l CLAY t y w /s o m e 5 - 7 ss 2 2 7 1f . i 0 ng e r a v s e ol m ,grayish-green e 4 . 5 m o i s t 1 . 6 m o t t l e s . - - 7 . 5 B r o wm n e , ds . t i fs f i , l CLAY t y w / 7 . 5 - 9 . 5 S6 S 5 3 2s . o0 mg e r a v l e el s;m s o t t t l he a s n c l 3 . 2 5 m o i4 s . t 8 a b o v e . -- 1 0 . 0 1 0 - 1 2ss 4 > 8 01 .B 8 r o wm n e , ds . t i fs f i , l CLAY t y t o 2 . 7 5 w e5 t . 1S a m p p l o e u r n d s SILT w /c l a s y o; mg e r a v e l . r o c k . - 1 2 .----- 5 - - -■ - — - — 1 3 - 1 5ss 5 6 3 2B . r 0 o ws n t , i fs f i , l CLAY t y w /s o m e 3 . 2 5 w e t 5 . 2 P or u o n c d k , g r a v e l . -- 1 5 . 0 t = 1 0 0h 0 r s . E.O.B. = 1 5 . 0 ' M o n i t oW r ei lH n l W g -i 4 n s t a l l e d . - - 1 7 . 5 -- 2 0 . 0 - - 2 2 . 5 -- 2 5 . 0 - - 2 7 . 5 WATERLEVEL INFORMATION START DATE: 1 1 - 7 - 9 1 DEPTH AT COMPLETION: 9 . 4 8 ' COMPLETION DATE: 1 1 - 7 - 9 1 LATER TIME/DEPTH: LOGGED BY: P E D 1 LATER TIME/DEPTH: DRILLING METHOD: 4 . 2 HSA 5 " CAVE-IN DEPTH: DRILLING CONTRACTOR:WTD Environmental Drillers DRILLING LOSSES: BA Appendix C M onitoring Well Construction Forms 32-09/91B45 .fKvp Stale of Wisconsin MONITORING WELL CONSTRUCTION Department of Natural Resources Form 4400-113A 8-89 Facility/ProjeclFacibty/Project Name . Grid Location Well Name IksfcfeS € S \R A T T ^ /5 o RL£|^ ft. □ R. □ S. rviic - 1______Facility Licensfi, Permit or Monitorutg dumber Wis. Unique Well Number DNR Well Number j ft- □ E. n W. Type of Well Water Table Observation Well □ 11 Section Location Date Well Installed X L l ^ k l l L Piezometer □ 12 1/4 of 5 (a) 1/4 of Section mm d o v v Distance Well Is from Waste/Source Boundary Well Installed By: (Person's Name and Firm) T T N.R 2l ia^E □ W ft. to Wastc^Sourcc Is Well A Point of Enforcement SuL Application? □ Upgradient □ Sidegradicnl □ Yes □ No □ Downgradient W Not Known CQTT) \)I rr o0^4JA4gt I l)fl|le-r< A. Protective pipe, top elev a tio n ______ft. MSL ■ .1. Cap and lock? #2-1 2 -1 /S, Yes □ No . 2. Protective cover pipe'— ------B. Well casing, top elevation ------' a. Insidedianoeter / pUJSi^ AAOCUT - - - - i n - C. Land surface elevation ______f* MSL> b. Length: . \ _ . ft c. Material: \ | Steel □ 04 D. Surface seaL bottom ______ft MSL o r ___ [ .0 , ft\ ______Oher □ JM 12. u ses classification of soil near screen: d. Additional protection? , □ Yes □ No □ GP □ GM □ GC □ GW □ SW DSP If yes, describe: 'Vi'rAt F'Im.SK □ SM □ SC DML □ M H^CL □ CH J Bentonite □ 30 □ Bedrock ' 3. Surface seal: Concret^/^P^ 01 13. Sieve analysis attached? □ Yes Other □ 14. Drilling method used: Rotary D 5 0 K 4. Material between well casing and protective pipe; Hollow Stem Auger K41 Bentonite □ 30 Other □ ____ _ jyJ Annular space seal □ ______Other □ 15. Drilling fluid used: Water □ 02 Air O 0 I • 5. Annular space seal: |\j|^ Granular Bentorute Q 33 Drilling Mud □ 03 None 9 _____ Lbs/gal mud weight. . . Bentonite-sand shiny □ 35 _____ Lbs/gal mud weight ...... Bentonite slurry O 3 1 16. Drilling additives used? □ Yes _____ % Bentonite ...... Bentonite-cement grout □ 50 _Ft volume added for any of the above Describe___------tOA How installed: Tremie □ 01 17. Source of water (attach analysis): ^ Tremie pumped □ 02 ______Gravity □ 08 _6. Bentonite seal; t L li Bentonite granules 33 E. Bentonite seal, t o p ______ft- MSL or ___ L . 0 ft.\ □ 1/4 in. D3/8 in. □ 1/2 in. Bentonite pellets □ 32 ______!______Other □ F. Fine sand, top ___ ft. MSL or ^ _ / 0 f t - ,7. Fine sand material: Manufacturer, product name and mesh size G. Filter pack, top ______ft- MSL or _ 5 ft-, Volume added_____ K\ A _____ft^ ,8. Filter pack material: Manufacturer, product name and mesh size H. Well screen, top ______.— ft- MSL or _ _E^ ft. =^30 Red 9\;a Y Volume added. I. Well screen, bottom ______ft- MSL or _ |_S _ 0 ft- 9. Well casing: Flush threaded PVC schedule 40 2 3 Flush threaded PVC schedule 80 □ 24 J. Filter pack, bouom ______ft- MSL or _ 1_S 0 ft. ______Other □ • 10. Screen material: K. Borehole, b o tto m ______ft- MSL or _ l_ ^ , 0 ft.. Screen type: Factory cut/]J^ 1 1 Continuous slot □ q 1 L. Borehole, diameter _ 6 _ 0 in. ______Other □ Manufacturer , I M. O.D. well casing in. Slot size: — lO S l o t - 0. CLP in. Sloaedlength: <^,Z.S JL • N. I.D. well casing O L in. ‘11. Backfill material (below filter pack): None 'PL ...... Other □ I hereby certify that the information on this form is true and correct to the best of my knowledge. Si Firm ^ V-Mo \ Pleaiy complete and return both ydes-of tfuWorm as required by chs.-L- U144,a a147 aT arid.JJ 1&6. Wis. Stats.,F. . andJ ch._L 1NR 141, Wis. A dm. Code. In accordance with ch. 144, Wis Stats., failure to fileTlus fonrrmay result in a forfeiture of not less than SIO, nor more than S5,000 for each day of violation. In accordance with ch. 147, Wis. Stats., failure to file this form may result in a forfeiture of not more than 510,000 for each day of violation. NOTE: Shaded areas are for DNR use only. See instructions for more information. C3 Stile of Wisconsin MONITORING WELL CONSTRUCTION Dcpamneni of Natural Resources Form 4400-113A 8-89 Facility/Project Name Grid Location Well Name i& K ft- □ N..D S. mto~4 Facility LiccnsV. Pomit or Monjl6ring Number Wis. Unique Well Number i)NR Well Numbe ft- □ E. □ W. Type of Well Water Table Observation Well □ 11 Section Location Dale WeirInstalled Piezometer □ 12 _____ 1/4 o f 1/4 of Section, n 1L/Q2/21m m a a y y Distance Well Is From Waste/Source Boundary" Well Installed By: (Person's Name and irm) t V.N, Rt^l H e OW ft. Location of Well Relative to Wastwiource Is Well A Point of Enforcement Std. Application? □ Upgradiert □ Siaegradient □ Yes □ No □ Down gradient ( y Not Known COTt) £rt\h/'a/\fv\eA'Kl 4^,1 (e r i A. Protective pipe, top elev a tio n ______ft. MSL A. Cap and lock? X Yes n No , 2. Pi^^tive cover p iw B. Well casing, top elevation ------ft. MSL k a. Insider^ ameter: C. Land surface elevation ______f* MSL b. Lengtht^V c. Material: \ D. Surface seaL bottom ____ _ ._ ft. MSL or _ L .Q, fi Other □ l l u se s classification of soil near screen; d. Additional protection? _ _ □ GP □ GM □ GC □ GW □ SW DSP If yes, describe: tt’^ATTEl^'T^fcvJT Fl-t/Sl-} MC-tX □ SM □ SC DML □ MH^CL □ CH Bentonite O 3 ( □ Bedodt . Surface seal: ---- Concrete^ST 0 : 13. Sieve analysis attached? □ Yes ______Other □ 14. Drilling method used: Rolary" Q S 0 4. Material between well casing and protective pipe: Hollow Stem Auger^^i^4 1 Bentonite □ 3 ( ______Other □ Annular space seal □ (OA ______Other □ 15. Drilling fluid used:Water 0 02 Air ,D 01 ■ S. Annular space seal: Granular Bentonite □ 3.' Drilling Mud □ 0 3 None , Lbs/eal mud weivht. . . Bentonite-sand shirrv □ 3.' 3 16. Drilling additives used? □ Yes /gal mud weight ...... Bentonite slurry □ 9o B e n t^ te ...... Bentonite-cement grout □ Ft ^blume added for any of the above Describe. NiPl - - How installed: y « Tremie □ 0 17. Source of water (attach analysis): Tremiepjumpad □ 0 Gravity □ 0' 6. Bentonite seal;-^cWI +c )|C Bentonite granules 3: E. Bentonite seal, t o p ______ft- MSL o r ____l_ , 0 ft. □ 1/4 in. 03/8 in. □ 1/2 in. Bentonite pallets □ 3 ------i------Other □ F. Fine sand, top ______ft. MSL or -jJA f. ,7. Fine sand rna^riJ: Manufacturer, product name and mesh sb G. Filter pack, top ______ft- MSL or _ 5 ft Volume added _ A ) h ft3 8. Filler pack matenaj*material* Manutacturcr,Manufacnircr, prodproduct name and mesh s:pack H. Well screen, top ______ft- MSL or _ . 0 ft Rea Volume added ^ _____ft^ I. Well screen, bonom ______ft- MSL or _ O ft. 9. Well casing: Flush threaded PVC schedule 40 ^ 2 Flush threaded PVC schedule 80 □ 2 J. Filter pack, bouom ______ft- MSL or _ O ft Other □ 10. Screen material; "w c :------r K. Borehole, b o n o m ______.— ft- MSL or _ ,Q ft Screen type: Factory cutj)^ 1 Continuous slot □ q L Borehole, diameter _ 0 .Q in. ______Other □ Manufacturer ______M. O.D. well casing _ ^ ^ in. Slot size: o.ejc Slotted length: SZ N. l.D. well casing . 0 i. in. 11. Backfill materialialfbclov (below filter pack): Norc Other n I hereby certify that the information ort this fotni is true and correct to the best of my knowledge. fer-u # \)fi^ complete and return bollftjdes opflus form as required by chs.IS. 144, 147 and IbOlAVis.loOl-AVis. Stats., and ch. NR 141, Wis.Wis.: Adm. Code., In accordance with ch. 144, Wis Stats., failure to file tRfl fenrvmay result in a forfeiture of not less than $10, nor more than $5,000 for each day of violation. In accordance with ch. 147, Wis. Stats., failure to file this form may result in a forfeiture of not more than $10,000 for each day of violation. NOTE: Shaded areas are for DNR use only. See instructions for more information. C4 Appendix D M onitoring Wel5 Development Forms 32-09/91845.fKvp State of Wisconsin MONITORING WELL DEVELOPMENT Department of Natural Resourcea Form 4400-113B 8-89 Facility/Project Name , Well Name ______fV iLO - \ License, PermH or Monitoring Number Wis. Unique Well Number DNR Well Number 1. Can this well be purged dry? □ No Before Development After Development KY“ 11. Dq>th to Water 2. Well development method (from top of __ l.Q_aft. _i.:1.8_ft. surged with bailer and bailed 4 1 well casing) surged with bailer and pumped X □ 6 1 surged with block and bailed □ 4 2 Date L l ^ i l o i l L LZ.i1Q.i1 L surged with block and pumped □ 6 2 m m d d y y m m d d y y surged with block, bailed and pumped □ 7 0 , „ Kf a m. A 0 £ - □ a•rn• compressed air □ 2 0 Time P-m __^ ^ p.m. bailed only □ 1 0 pumped only □ 5 1 12. Sediment in well __(OO inches __Q.. Q inches pumped slowly □ 5 0 bottom Other ______- □ 13. Water clarity Clear □ 10 Clear □ 20 Turbid^ 15 Tuibid;jJ 25 3. Time spent developing well n - iS Q n tin . Describe) Describe) ^ O 0 A[|(X0(;^ /^ccsNkiru CidLdajyf^ ^ ' 4. Depth of well (from top of well casisng) __4 _ 5 - • jL ft- iCg-tt O-V'P 5. Inside diameter of well ) in. 5- m i‘/V Cf.'Vo 6. Volume of water in filler pack and well casing ______i . ' Z g a l . Fill in if drilling fluids were used and well is at solid waste facility: 7. Volume of water removed from well _ I ~2- . 5 gaL 14. Total suspended ______. mg/1 8. Volume of water added (if any) ^2^ _ fO gal. solids 9. Source of water added ______15. COD ______. mg/1 ______. __ mg/1 10. Analysis performed on water added? lLp\> □ Yes □ No (If yes, attach results) Additional comments on development: "250.9 app/lcx. A l Lco^C i ^ T o ^ ~ \ r t£ A ^ Precc££-S A 3 A fX je . . Well developed by: Person's Name and Firm 1 hereby certify that the above information is true and correct to the best of my Knowledge. Name: \_CXxiEll J '~X5- Signature:^^^^^'-«-j-s‘-*^iS,^]I^< Firm: ^ K f - Rim: CL t lLs=- NOTE: Shaded areas are for DNR use only. See instructions for more information. D1 State of Wisconsin MONITORING WELL DEVELOPMENT Department of Naiund Resource* Form 4400-113B 8-89 Facility/Project Name / Well Name m u i- 3L License, Pennit or Monitoring Numbff Wifi. Unique Well Number DHftWellKumbcr 1. Can this well be purged dry? ^ Y e s □ No Before Development After Development 11. Depth to Water 2. Well development method (from top of __ a .lift. surged with bailer and bailed ^ 4 1 well casing) surged with bailer arid pumped □ 6 1 surged with block and bailed □ 4 2 Date L Z /ia /lL LZ.iL^/9,1 surged with block arid pumped □ 6 2 m m d d y y m m d d y y surged with block, bailed and pumped □ 7 0 compressed air □ 2 0 Time IQ .:3 5 ^ P » : bailed only □ 10 pumped only □ 5 1 12. Sediment in well — __^ . __ inches __W . __ inches pumped sbwly □ 5 0 bottom Other - □ 1 —1 13. Water clarity Clear □ 10 Clear □ 20 TurtadJ^ 1 5 Turbid ^ 3 ^ 5 3. Time spent developing well O tx 7 _*4 0 min. Describe) (Describe) ( V 6. Volume of water in filter pack and well casing Fill in if drilling fluids were used and well is at solid waste facility: 7. Volume of water removed from well .J.2L.C gaL 14. Total suspended ______. _ mg/1 8. Volume of water added (if any) solids 9. Source of water added 15. COD ______. __mg/1 ______. __mg/1 10. Analysis performed on water added? □ Yes □ Nj (I f yes, attach results) Additional comments on development: ':d ^ v APra2. s clcu . '"THvS P(2ocEss ^PcA"reo f\PP(^cs>^ 4 - Aeo/e. Wcl) developed by; Person's Name and Firm I hereby certify that the above information is true and correct to the best of my Knowledge. Name: 1_— TD . Signaturc^[4^'!-i-,‘’'*"4:^^^^^^^^ < ---- - ^ Firm: 4 V ak N Firm: ■ ^^T H ^ V a -KJ iC&~ NOTE: Shaded areas are for DNR use orJy. See instructions for more information. D2 State of Wisconsin MONITORING WELL DEVELOPMENT Department of Natural Resourcei Form 4400-113B 8-89 Facility/Project Name , Well Name B u A lj£ l6 i\ ______rv )u ^-3 License, Permit orWomtoring Numbff / Wit Unique Well Number M W eU Number 1. Can this well be purged dry? a □ No Before Development After Development 11. Depth to Water 2. Well development method (from top of __ 4 .^'Z.ft. _ L i. 3 _ tL surged with bailer and bailed 4 1 well casing) surged with bailer and pumped □ 6 1 surged with block and bailed □ 4 2 Date 1^/L C _/^L LS^.lLQ.iS.L surged with block and pumped □ 6 2 m m d d y y m m d d y y surged with block, bailed and pumped □ 7 0 _ ^ a.m. o a-m- compressed air □ 2 0 Time _l.Q.:&.CLn P-m ___: p.m. bailed only □ 1 0 pumped only □ 5 1 12. Sediment in well 0 inches M- . inches pumped slowly □ 5 0 bottom Other ______. □ E 3 13. Water clarity Clear □ 10 Clear □ 20 Turbid ^ 1 5 Tuibid'E^S 3. Time spent developing well ^ Q mm. Describe) (Describe) VeVt/ -Stlj-U 4. Depth of well (from top of well casisng) _J.'d- • i o ft- ro/|iSk-hrkcv7 y'r\ r o t o r 5. Inside diameter of well . O I in. 6. Volume of water in filter pack and well _casing ______. ^ gal. Fill in if drilling fluids were used and well is at solid waste facility: 7. Volume of water removed from well 14. Total suspended ______. mg/1 ______-__mg/1 8. Volume of water added (if any) ,_fi._gal. solids 9. Source of water added (Oa 15. COD ______. mg/1 ______. __mg/1 10. Analysis performed on water added? □ Yes □ No (If yes, attach results) Additional comments on development: iOfLu— lO& ot APree A pP/sok . TH€A ALud'u^AT) T 6 ^ P c& xlr^ THIS P/t0C6ss a>f^ RTCAv T cva (^ aw AP(?(^C)-^ f-HDoe p£/e\o^. Well developed by: Person’s Name and Finn I hereby certify that the above information is true and correct to the best of my fatowleoRc^ Name: 1—£)LCi£U— Signature: Firm: T t Vi “t V/US K.E- Firm: ^ V /T i NOTE: Shaded areas are for DNR use only. See instructions for more information. D3 State of Wisconsin MONITORING WELL DEVELOPMENT Department of Natural Rcsourcea Form 4400-113B 8-89 Facility/Project Name / Well Name -r SrpOT-TosS /(k'£.'LacM ______ialo - 4 License. Permit or Monitoring Number / Wis. Unique Well Number DNR Well Number 1. Can this well be purged dry? Yea □ No Before Development After Development X' 11. Depth to Water 2. Well development method (from top of ____ _La=.7_tt surged with bailer and bailed 4 1 well casing) surged with bailer and pumped 6 1 surged with block and bailed □ 4 2 Date 12t/1Q./2.L LZ:./LQ./3.L surged with block and pumped □ 6 2 m m d d y y m m d d y y surged with block, bailed and pumped □ 7 0 compressed air □ 2 0 Time LQ.-^icS'v^- bailed only □ 1 0 pumped only □ 5 1 12. Sediment in well __inches __^ . __inches pumped slowly □ 5 0 bottom S.CT Odier ______□ a 13. Water clarity Clear □ 10 Clear □ 2 0 Turbid 15 Turbid Wv 2 5 3. Time spent developing well 0*^ - i - ^ D m i n . Describe) recosre-rt| . 4. Depth of well (from top of well casisng) ZilLk- brfcuYl C/v G .d e r. m __Colf^r- 5. Inside diameter of well _O ( in. 6. Volume of water in filter pack and well casing _____ d l -^gal. Fill in if drilling fluids were used and well is at solid waste facility: 7. Volume of water removed from well _ I '2- . 5 gal. 14. Total suspended ______. mg/1 ______•__ mg/1 8. Volume of water added (if any) __gal. solids 9. Source of water added ______iC j /V 15. COD ______. mg/1 ______. __ mg/1 10. Analysis performed on water added? □ Yes □ No (If yes, attach results) Additional comments on development; A f t ^ APPreox. 5 (^A,llcvis- COftS AUjou \€X> T o ^ T ft£ Peca£s.s ApPtoX. 3 - Well developed by: Person's Name and Firm I hereby certify that the above information is true and correct to the best of my Knowledge. Name: 1_2X a3G.LI— ''X ) ■ Signature: Finn: ■forU Rrm: C-0~Ti^ \/A -A NOTE: Shaded areas are for DNR use only. See instructions for more information. DA Appendix E Soil Samples - Chain-of-Custody Documentation and Laboratory Analytical Report 3 2-09/91B 4 5, fKv p CHAIN Oil CUSTODY client : -----V Srnpp I.D.! / Analysis Required / Projec t: ■%-<'vOv \\-V> \W o \/ ^ v s S ' - t»T- 1 y 7 _ OT... 4/ \ ltH o y 1 ✓ i \ V 7 J -■5>'3 - OL t ✓ y '5>S - o i ✓ N 1 i w i Signature Company Date Time Carrier Relinquished By: V ^ ^ O ^ x y r \ , \ \ v i v rORMlESOOS (1/91) CHEM-BIO CORPORATION ENVIRONMENTAL LABORATORIES n/21/91 LABORATORY REPORT PAGE 1 F264 8468601 W35 CA/* / / / FOTH & VAN DYKE-MILWAUKEE OFFICE 1 0 8 W. 5 0PARK PLACE 2 PARK PLAZA/STE 9 5 0 CHAIN OF CUSTODY MILWAUKEE ,WI 5 3 2 2 4 ATTN: BOB SPANBAUER SAMPLE 91311-F04302 BS-SS-B1-02/PRO0ECT: BRIGGS/91B45 DATE COLLECTED 1 1 / 0 6 /DATE 9 1 RECEIVED1 1 / 0 7 / 9 1 PRESERVED: NO TEMPERATURE: ONICE INTEGRITY: MEETS STANDARD TEST NAME RESULT UNITSANALYZEDMETHODLIMIT % MOISTURE 1 2 11/07/91 5 0 SW846 3 0 TEST NAME WET RESULTDRY RESULTUNITS ANALYZEDMETHOD BENZENE < 0 . 0 0 2< 0 . 0 0 2 3 P P M 11/18/91 8 0 SW846 2 0 ETHYLBENZENE 0 . 0 0 3 0 . 0 0 3 4 PPM 11/18/91 8 0 SW846 2 0 TOLUENE 0.005 0.0057 PPM11/18/91 8 0 SW846 2 0 XYLENE 0 . 0 2 2 0 ^ 0 2 5 PPM-- 11718/91 8 0 SW846 2 0 PLEASE CONTACT CLIENT SERVICES WITH ANY QUESTIONS. WATER SAMPLES ARE DISPOSED OF 3 0DAYS AFTER RECEIPT: SOIL SAMPLES WILL BE DISPOSED OF 6 WEEKS AFTER RECEIPT: WASTE SA M P (NON-WATER. L E S NON-SOIL) WILL BE RETURNED 6 WEEKS AFTER RECEIPT. N/T = NOT TESTED, N/A = NOT APPLICABLE. N/D » NOT DETECTED. (? = ELEVATED DETECTION LIMIT DUE TO MATRIX INTERFERENCE. # = ELEVATED DETECTION LIMIT DUE TO SAMPLE CONCENTRATION. $ = ELEVATED DETECTION LIMIT DUE TO SAMPLE VOLUME. + = ELEVATED DETECTION LIMIT DUE TO EXTRACT■ VOLUME.VOLUN AIHA ACCREDITED. APPROVAL E2 140 East Ryan Road. Oak Creek, Wl 53154-4599.414-764-7005 • FAX 414-764-0486 • 1-800-365-3840 Client Services Direct Line 414-768-7460 • Wl DNR Lab Certification #241283020 • iEPA Lab Certification #100243 CHEM-BIO CORPORATION ENVIRONMENTAL LABORATORIES n / 2 1 / 9 1 LABORATORY REPORT PAGE 1 F 2 68 4 4 68 6W 0 3 1 5 CA/* / / / FOTH & VAN DYKE-MILWAUKEE OFFICE 1 0 8 W. 5 0PARK PLACE 2 PARK PUZA/STE 9 5 0 CHAIN OF CUSTODY MILWAUKEE ,WI 5 3 2 2 4 ATTN: BOB SPANBAUER SAMPLE91311-F04303 BS-SS-B2-02/PROJECT: BRIGGS/91B45 DATE COLLECTED 1 1 / 0 6 /DATE 9 1 RECEIVED 1 1 / 0 7 / 9 1 PRESERVED: NO TEMPERATURE: ON ICE INTEGRITY: MEETS STANDARD TEST NAME RESULT UNITSANALYZEDMETHODLIMIT % MOISTURE 11 % 11/07/91 5 0 SW846 3 0 TEST NAME WET RESULTDRY RESULTUNITS ANALYZEDMETHOD BENZENE 0 . 0 5 9 0 . 0 6 6 PPM 1 1 / 1 8S / W 9 8 18 4 0 6 2 0 ETHYLBENZENE < 0 . 0 0 2< 0 . 0 0 2 2PPM 1 1 / 1 8S / W 9 8 18 4 0 6 2 0 TOLUENE 0 . 0 0 4 0 . 0 0 4 5 PPM 1 1 / 1 8S / W 9 8 18 4 0 6 2 0 XYLENE___ 0 . 0 1 3 0 . 0 1-- 5 PPM -- --1 1 / 1 8S / 9W 18 8 4 0 6 2 0 PLEASE CONTACT CLIENT SERVICES WITH ANY QUESTIONS. WATER SAMPLES ARE DISPOSED OF 3 0DAYS AFTER RECEIPT: SOIL SAMPLES WILL BE DISPOSED OF 6 WEEKS AFTER RECEIPT: WASTE SA M P (NON-WATER. L E S NON-SOIL) WILL BE RETURNED 6 WEEKS AFTER RECEIPT. N/T = NOT TESTED, N/A » NOT APPLICABLE, N/D = NOT DETECTED. @ = ELEVATED DETECTION LIMIT DUE TO MATRIX INTERFERENCE. # = ELEVATED DETECTION LIMIT DUE TO SAMPLE CONCENTRATION. $ = ELEVATED DETECTION LIMIT DUE TO SAMPLE VOLUME. + = ELEVATED DETECTION LIMIT DUE TO EXTRACT VOLUME. AIHA ACCREDITED.APPROVAL E 3 140 Host Ryan Road, Oak Creek, Wl 53154-4599 • 414-764-7005 • FAX 414-764-0486 • 1-800-365-3840 Client Services Direct Line 414-768-7460 • Wl DNR Lab Certification #241283020 • lEPA Lab Certification #100243 CHEM-SlO CORPORATION ENVIRONMENTAL LABORATORIES n/21/91 LABORATORY REPORT PAGE 1 F264 8468601 W35 CA/* / / / FOTH & VAN DYKE-MILWAUKEE OFFICE 10850 W. PARK PLACE 2 PARK PUZA/STE 950 CHAIN OF CUSTODY MILWAUKEE ,WI 53224 ATTN: BOB SPANBAUER SAMPLE 91311-F04310 BS-SS-B3-O2/PRO0ECT: BRIGGS/91B45 DATE COLLECTED 1 1 / 0 7 /DATE 9 1 RECEIVED 1 1 / 0 7 / 9 1 PRESERVED: NO TEMPERATURE: ON ICE INTEGRITY: MEETS STANDARD TEST NAME RESULT UNITSANALYZEDMETHOD LIMIT % MOISTURE 11 % n/07/91 5 0 SW846 3 0 TEST NAME WET RESULTDRY RESULTUNITSANALYZEDMETHOD BENZENE 0 . 0 6 1 0 . 0 6 9 P P M 11/18/91 8 0 SW846 2 0 ETHYLBENZENE 0.006 0.0067 PPMn/18/91 8 0 SW846 2 0 TOLUENE 0 . 0 0 4 0 . 0 0 4 5 P P M 11/18/91 8 0 SW846 2 0 — XYLENE---- 0 . 0 3 4 0 . 0--- 3 8 PPM- --n / 1 8 /S 9 W 1 8 8 4 0 6 2 0 PLEASE CONTACT CLIENT SERVICES WITH ANY QUESTIONS. WATER SAMPLES ARE DISPOSED OF 3 0DAYS AFTER RECEIPT: SOIL SAMPLES WILL BE DISPOSED OF 6 WEEKS AFTER RECEIPT: WASTE SA M P (NON-WATER. L E S N 0 N -S 0WILL I LBE 1 RETURNED 6 WEEKS AFTER RECEIPT. N/T = NOT TESTED, N/A = NOT APPLICABLE, N/D = NOT DETECTED. (3 = ELEVATED DETECTION LIMIT DUE TO MATRIX INTERFERENCE. # = ELEVATED DETECTION LIMIT DUE TO SAMPLE CONCENTRATION. $ = ELEVATED DETECTION LIMIT DUE TO SAMPLE VOLUME. + = ELEVATED DETECTION LIMIT DUE TO EXTRACT V ^ U _ M ^ AIHA ACCREDITED. APPROVAL EA 140 Eost Ryon Road, Oak Creek, Wl 53154-4599 • 414-764-7005 • FAX 414-764-0486 • 1-800-365-3840 Client Services Direct Line 414-768-7460 • Wl DNR Lab Certification #241283020 • lEPA Lab Certification #100243 CHEM-BIO CORPORATION ENVIRONMENTAL LABORATORIES n / 2 1 / 9 1 LABORATORY REPORT PAGE 1 F 2 68 4 4 68 6W 0 3 1 5 CA/* / II FOTH & VAN DYKE-MILWAUKEE OFFICE 1 0 8 W. 5 0PARK PUCE 2 PARK PUZA/STE 9 5 0 CHAIN OF CUSTODY MILWAUKEE ,WI 5 3 2 2 4 ATTN: BOB SPANBAUER SAMPLE91311-F04311 BS-SS-B4-03/PROOECT: BRIGGS/91B45 DATE COLLECTED 1 1 / 0 7 /DATE 9 1 RECEIVED 1 1 / 0 7 / 9 1 PRESERVED: NO TEMPERATURE: ON ICE INTEGRITY: MEETS STANDARD TEST NAME RESULT UNITSANALYZEDMETHOD LIMIT % MOISTURE 1 4 % 11/07/91 5 0 SW846 3 0 TEST NAME WET RESULTDRY RESULTUNITS ANALYZEDMETHOD BENZENE 0.070 0.081 PPM n/18/91 8 SW846 0 2 0 ETHYLBENZENE < 0 . 0 0 2< 0 . 0 0 2 3 P P M n/18/91 8 SW846 0 2 0 TOLUENE 0.005 0.0058PPM 11/18/91 8 0 SW846 2 0 XYLENE 0 . 0 __ 1 6 0 . 0 1__ 9 PPM-- 11/18/91 8 0 SW846 2 0 PLEASE CONTACT CLIENT SERVICES WITH ANY QUESTIONS. WATER SAMPLES ARE DISPOSED OF 3 0DAYS AFTER RECEIPT: SOIL SAMPLES WILL BE DISPOSED OF 6 WEEKS AFTER RECEIPT: WASTE SA M P (NON-WATER. L E S N O N -S WILL O I LBE l RETURNED 6 WEEKS AFTER RECEIPT. N / TNOT = TESTED, N/A = NOT APPLICABLE, N/D - NOT DETECTED. @ = ELEVATED DETECTION LIMIT DUE TO MATRIX INTERFERENCE. # = ELEVATED DETECTION LIMIT DUE TO SAMPLE CONCENTRATION. $ = ELEVATED DETECTION LIMIT DUE TO SAMPLE VOLUME. + = ELEVATED DETECTION LIMIT DUE TO EXTRACT VOLUME. AIHA ACCREDITED. APPROVAL E 5 140 Eost Ryan Road, Oak Creek, Wl 53154-4599 • 414-764-7005 • FAX 414-764-0486 • 1-800-365-3840 Client Services Direct Line 414-768-7460 • Wl DNR Lob Certification #241283020 • lEPA Lab Certification #100243 Appendix F Groundwater Samples - Chain-of-Custody Documentation and Laboratory Analytical Report 32-09/91 B45.fKvp Iib/i) soosnwaoj i 1 3>]Xa UBA >s ip o j • N^'° 3- % \> cv-'i:Q \ \ ,vo<^ C1V' Sv\^<;-s^ :S)IJBui3a \ :qei Xq paAjaaay :Xg paqsmbuj|ag :Xg paAjaaag :Xg paqsmbujiag s r r i iTjnft . -^yo Q l :Xfl psAiaaag Vfa- n -'i- " C <^^ Vd' C _ :Xg paq$mbu;|ag j d j j j e 3 au1!! aiEQ Xueduj03 ajnieuSjs ; 1 j 1 i > h i J Q / *>l'i O h] j: ^ vv f) i h> ,7^ '"‘i1 P iJ Pm h - rv\° ) -S'iik y 1 -SSj> y &'vVv\ y Vi —i.~^\vkx . - SSX /> / i \ '•A.'MJ. - r«\ y 1 -s .S h \ jaquinisj •ON / / / / / iy<^ / uopcDO'] uo{|e)s qtJQ d iu o 3 a iu ji ajea / / / / / / /71 / Sei lejJdS •eiS sja -uiej r-N (unieuSis) / / / / / / / V\j ■ • 3 ie a :(s)-,a |dmes SMJBuia^ / / / / / / / sjaquiniM -U03 / qpi )0 u>- •a,ea ps-ie d a j(j •ON a a fo jj ////// •a8ed c D \ i . :i / paimba^ $jsX|euy / “ S F S ^ :' a ’l ad o 3S S voj^ :IU 3 !P AQOlSriD JO NIVH3 CHEM-BIO CORPORATION ENVIRONMENTAL LABORATORIES DEC18 mi 12/17/91 LABORATORY REPORT PAGE 1 F 2 68 4 4 6 9 5W 1 3 5 1 CA/* / / / FOTH & VAN DYKE-MILWAUKEE OFFICE 1 0 8 W. 5 0PARK PLACE 2 PARK PUZA/STE 9 5 0 CHAIN OF CUSTODY MILWAUKEE ,WI 5 3 2 2 4 ATTN: PAUL DEIBEL SAMPLE91345-F04302 GR0UNDWATER/BS-GW-MW1/PROJECT: BRIGGS DATE COLLECTED 1 2 / 1 0 /DATE 9 1 RECEIVED 1 2 / 1 1 / 9 1 PRESERVED: NO TEMPERATURE: ON ICE INTEGRITY: MEETS STANDARD TEST NAME RESULT UNITSANALYZED METHODLIMIT BENZENE < 1 . 0 PPB 1 2 / 1 3S / W 9 8 18 4 0 6 2 0 ETHYL BENZENE < 1 . 0 PPB 1 2 / 1 3S / W 9 8 18 4 0 6 2 0 TOLUENE < 1 . 0 PPB 1 2 / 1 3S / W 9 8 18 4 0 6 2 0 XYLENE 3 . 6 PPB 1 2 / 1 3S / W 9 8 18 4 0 6 2 0 PLEASE CONTACT CLIENT SERVICES WITH ANY QUESTIONS. WATER SAMPLES ARE DISPOSED OF 3 0DAYS AFTER RECEIPT: SOIL SAMPLES WILL BE DISPOSED OF 6 WEEKS AFTER RECEIPT: WASTE SA M P (NON-WATER. L E S NON-SOIL) WILL BE RETURNED 6 WEEKS AFTER RECEIPT. N/T = NOT TESTED, N/A = NOT APPLICABLE, N/D = NOT DETECTED. (3 = ELEVATED DETECTION LIMIT DUE TO MATRIX INTERFERENCE. # = ELEVATED DETECTION LIMIT DUE TO SAMPLE CONCENTRATION. $ = ELEVATED DETECTION LIMIT DUE TO SAMPLE VOLUME. + = ELEVATED DETECTION LIMIT DUE TO EXTRACT VOLUME. AIHA ACCREDITED. APPROVAL ____ F 2 140 East Ryan Road, Oak Creek, Wl 53154-4599 • 414-764-7005 • FAX 414-764-0486 • 1-800-365-3840 Client Services Direct Line 414-768-7460 • Wl DNR Lob Certification #241283020 • lEPA Lob Certification #100243 CHEM-BIO CORPORATION ENVIRONMENTAL LABORATORIES 12/17/91 LABORATORY REPORT PAGE 1 F264 8469515 W31 CA/* / / / FOTH & VAN DYKE-MILWAUKEE OFFICE 1 0 8 W. 5 0PARK PLACE 2 PARK PUZA/STE 9 5 0 CHAIN OF CUSTODY MILWAUKEE ,WI 5 3 2 2 4 ATTN: PAUL DEIBEL SAMPLE 91345-F04303 GR0UNDWATER/BS-GW-MW2/PR0JECT: BRIGGS DATE COLLECTED 1 2 / 1 0 /DATE 9 1 RECEIVED 1 2 / 1 1 / 9 1 PRESERVED: NO TEMPERATURE: ON ICE INTEGRITY: MEETS STANDARD TEST NAME RESULTUNIT? ANALYZEDMETHOD LIMIT BENZENE < 1 . 0 P P B 1 2 / 1 3S / W9 81 8 4 06 2 0 ETHYL BENZENE < 1 . 0 P P B 1 2 / 1 3S / W9 81 8 4 06 2 0 TOLUENE 1 . 4 PPB 12/13/91 8 0 SW846 2 0 XYLENE 9 . 5 P P B 12/13/91 8 0 SW846 2 0 PLEASE CONTACT CLIENT SERVICES WITH ANY QUESTIONS. WATER SAMPLES ARE DISPOSED OF 3 0DAYS AFTER RECEIPT: SOIL SAMPLES WILL BE DISPOSED OF 6 WEEKS AFTER RECEIPT: WASTE SA M P (NON-WATER. L E S NON-SOIL) WILL BE RETURNED 6 WEEKS AFTER RECEIPT. N/T = NOT TESTED, N/A = NOT APPLICABLE, N/D = NOT DETECTED. 0 = ELEVATED DETECTION LIMIT DUE TO MATRIX INTERFERENCE. # = ELEVATED DETECTION LIMIT DUE TO SAMPLE CONCENTRATION. $ = ELEVATED DETECTION LIMIT DUE TO SAMPLE VOLUME. + = ELEVATED DETECTION LIMIT DUE TO EXTRACT VOLUME. AIHA ACCREDITED. APPROVAL ____ F3 140 East Ryan Road, Oak Creek, Wl 53154-4599 • 414-764-7005 • FAX 414-764-0486 • 1-800-365-3840 Client Services Direct Line 414-768-7460 • Wl DNR Lab Certification #241283020 • lEPA Lab Certification #100243 CHEM-BiO CORPORATION ENVIRONMENTAL LABORATORIES 12/17/91 LABORATORY REPORT PAGE 1 F 2 68 4 4 6 9 5W 1 3 5 1 CA/* / II FOTH & VAN DYKE-MILWAUKEE OFFICE 1 0 8 W. 5 0PARK PUCE 2 PARK PUZA/STE 9 5 0 CHAIN OF CUSTODY MILWAUKEE ,WI 5 3 2 2 4 ATTN: PAUL DEIBEL SAMPLE 91345-F04310 GROUNDWATER/BS-GW-MW3/PR0JECT: BRIGGS DATE COLLECTED 1 2 / 1 0 /DATE 9 1 RECEIVED1 2 / 1 1 / 9 1 PRESERVED: NO TEMPERATURE: ONICE INTEGRITY: MEETS STANDARD TEST NAME RESULT UNITS ANALYZEDMETHOD LIMIT BENZENE < 1 . 0 P P B 12/13/91 8 0 SW846 2 0 ETHYL BENZENE < 1 . 0 P P B 1 2 / 1 3S / W 9 8 18 4 0 6 2 0 TOLUENE < 1 . 0 P P B 1 2 / 1 3S / W 9 8 18 4 0 6 2 0 XYLENE 2 . 3 P P B 12/13/91 8 0 SW846 2 0 PLEASE CONTACT CLIENT SERVICES WITH ANY QUESTIONS. WATER SAMPLES ARE DISPOSED OF 3 0DAYS AFTER RECEIPT: SOIL SAMPLES WILL BE DISPOSED OF 6 WEEKS AFTER RECEIPT: WASTE SA M P (NON-WATER. L E S N 0 N - SWILL 0 I LBE 1 RETURNED 6 WEEKS AFTER RECEIPT. N/T = NOT TESTED, N/A = NOT APPLICABLE, N/D = NOT DETECTED. @ = ELEVATED DETECTION LIMIT DUE TO MATRIX INTERFERENCE. # = ELEVATED DETECTION LIMIT DUE TO SAMPLE CONCENTRATION. $ = ELEVATED DETECTION LIMIT DUE TO SAMPLE VOLUME. + = ELEVATED DETECTION LIMIT DUE TO EXTRACT VOLUME. AIHA ACCREDITED. APPROVAL ____ FA 140 East Ryan Road, Oak Creek, \A/I 53154-4599 • 414-764-7005 • FAX 414-764-0486 • 1-800-365-3840 Client Services Direct Line 414-768-7460 • Wl DNR Lab Certification #241283020 • lEPA Lob Certification #100243 CK CHEM-BIO CORPORATION ENVIRONMENTAL LABORATORIES 12/17/91 LABORATORY REPORT PAGE 1 F 2 68 4 4 6 9 5W 1 3 5 1 CA/* / / / FOTH & VAN DYKE-MILWAUKEE OFFICE 1 0 8 W. 5 0PARK PLACE 2 PARK PLAZA/STE 9 5 0 CHAIN OF CUSTODY MILWAUKEE ,WI 5 3 2 2 4 ATTN: PAUL DEIBEL SAMPLE 91345-F04311 GR0UNDWATER/BS-GW-MW4/PR00ECT: BRIGGS DATE COLLECTED 1 2 / 1 0 /DATE 9 1 RECEIVED 1 2 / 1 1 / 9 1 PRESERVED: NO TEMPERATURE: ON ICE INTEGRITY; MEETS STANDARD TEST NAME RESULT UNITS ANALYZEDMETHOD LIMIT BENZENE < 1 . 0 PPB 12/13/91 8 0 SW846 2 0 ETHYL BENZENE < 1 . 0 PPB 12/13/91 8 0 SW846 2 0 TOLUENE < 1 . 0 PPB 12/13/91 8 0 SW846 2 0 XYLENE 2 . 3 P P B 12/13/91 8 0 SW846 2 0 PLEASE CONTACT CLIENT SERVICES WITH ANY QUESTIONS. WATER SAMPLES ARE DISPOSED OF 3 0DAYS AFTER RECEIPT: SOIL SAMPLES WILL BE DISPOSED OF 6 WEEKS AFTER RECEIPT: WASTE SA M P (NON-WATER. L E S N O N - S OWILL IL BE 1 RETURNED 6 WEEKS AFTER RECEIPT. N/T = NOT TESTED, N/A = NOT APPLICABLE, N/D = NOT DETECTED. @ = ELEVATED DETECTION LIMIT DUE TO MATRIX INTERFERENCE. # = ELEVATED DETECTION LIMIT DUE TO SAMPLE CONCENTRATION. $ = ELEVATED DETECTION LIMIT DUE TO SAMPLE VOLUME. + = ELEVATED DETECTION LIMIT DUE TO EXTRACT VOLUME. AIHA ACCREDITED. APPROVAL ____ F5 140 Eost Ryan Road, Oak Creek, Wl 53154-4599 • 414-764-7005 • FAX 414-764-0486 • 1-800-365-3840 Client Services Direct Line 414-768-7460 • Wl DNR Lab Certification #241283020 • lEPA Lab Certification #100243 Foth & Van Dyke Two Park Plaza, Suite 950 10850 West Park Place M ilw aukee, W l 53224-3619 414/359-2500 FAX: 414/359-2519 May 28, 1992 Mr. Jim Delwiche Department of Natural Resources 2300 North Martin Luther King Drive P.O. Box 12436 Milwaukee, Wisconsin 53212 Dear Jim: ■ P’ RE: Briggs & Stratton; Review of Sites Recommended for "No Further Action" As part of our responsibilities as Briggs & Stratton’s Underground Storage Tank (UST) consultant, we have been asked by them to follow through with work that was begun by previous consultants in 1989 and 1990. A number of these sites had no further action recommended in the previous consultants reports regarding these sites. In addition to these sites, there are three sites from 1991 at their Burleigh facility that Foth & Van Dyke is responsible for. In our report dated May 1992, we recommended no further action regarding those sites. We had been working with Jennifer King on these issues and had a commitment from her to review these so that we could schedule a meeting to address all of the sites where no further action has been recommended. Briggs & Stratton is anxious to file for Petroleum Environmental Cleanup Fund Act (PECFA) reimbursement but cannot do so until the Department has signed off on these sites as "clean". I have enclosed a list of the sites we would like you to review and look forward to working with you on this and future projects. Sincerely, Foth & Van Dvke Paul E. Deibel Bonnie J. Gundrum, CHMM Project Technician Section Manager PEDLslf Enclosure cc: Joe Marquardt, Briggs & Stratton Alan Hasse, Briggs & Stratton 32-25/91 B51.flwp % Table 1 Briggs & Stratton Corporation 1989 and 1990 “No Further Action" Sites Tank Year No. Plant Removed Size Contents Comments 1 West Allis 1989 1,000 Leaded Gas No Further Action Requested 3A West Allis 1989 8,500 Fuel Oil Clean - No Further Action Requested 3B West Allis 1989 8,500 Fuel Oil Clean - No Further Action Requested 4 West Allis 1989 1,500 Unknown Clean - No Further Action Requested Unknown West Allis 1990 25,000 Fuel Oil No Further Action Requested Unknown West Allis 1990 25,000 Fuel Oil No Further Action Requested 1 Wauwatosa 1989 10,000 Stoddard No Further Action Requested 14 Wauwatosa 1989 2,000 Unleaded Gas Clean - No Further Action Requested 11 Wauwatosa 1990 20,000 Aviation Gas Clean - No Further Action Requested llA Wauwatosa 1990 10,000 Aviation Gas No Further Action Requested IIB Wauwatosa 1990 5,000 Motor Oil No Further Action Requested 12 Wauwatosa 1990 400 Aviation Gas No Further Action Requested 5 Glendale 1989 15,000 Fuel Oil No Further Action Requested 32-25/91 «51.flwp 4 Table 1 (Cont.) Tank Year No. Plant Removed Size Contents Comments 6 Glendale 1989 15,000 Fuel Oil No Further Action Requested 15 Wauwatosa 1991 8,000 Diesel Clean - No Further Action Requested 16 Wauwatosa 1991 10,000 Unleaded Gas Clean - No Further Action Requested 40 Wauwatosa 1991 8,000 Waste Oil Clean - No Further Action Requested 32-25/91 B51.flwp f\L£, ISJ * ■1 * '• ' ♦ i' NI ^usi- ?a-4i' ty/Company Nama Location (Addreaa or Vi Vi) City, Stato, 2Up Coda ToSdU ■y Typa District County Contact Method Date Time (24-Hour Clock) 0 Telephone LUST /o \ V \ Q n ^eo rniJ-uJ □ In-Person M M D D Y Y _ _p ^ o y Rapreaantativa Contacted Title or Position of Representative Telephone Number (include area code) \f(ytl9Qn4- 6 A S f\l ( ) L?S(f /SCO' _(A QjQ'^Q- cl_a _( loA. < On Da. jcfh TXhOA-j o n \ TA n .T).(^.ciO . U\ U—rT)-a-A-d-^^h'0— OT),rT(ki^Ci^f) -fh (vk 4:ujJ ,aJi f).(A (]r/ .>{1 tj larnjS ^ko < .UtoJ) LViih a (I n A-Uon ,A .______ il-e-..aJ.-rkA(l __ u yA __ki\.o UjgjiOi TJj.a(L , /fUAo-f- JP4. y.l .u .Tn ___^/i g A.noc/ NAa.n 4i^o t JJQ .mcjf (../V /Ag < ^u n n nk' . a V; nO.AO { M ^ 'ka n d .u t 1/] 6 n AAj? 0. itit, x OoL /nju ,j7 ju-j nnioLctU ,Qna G "k-hj'n b n o 4 o u v i o Aheni 4k\j^ /A isT7 T j ^ a J i 0 ± a n t /'no 7^ 44\o ij 0 * ’lAL)aO - Tk d T ikld . nil )j(TL'h c Ji i x a H t y ) OAjj(-tx~j j J\ ^ At i rJ "-Hxfu L PjCMrOji^ u ju l JjjiAjh TYHMjl/IAa . J u id 4/\A kajjJ^ /.LOAif Q a u j-^' ir 'l^ACTioAtuJT (\u)AJno^ Ui L ctAIqI h r {kJtd:cA r k h i a oj\(l aA c) h t SOt ] :A h,O u(ld. Jl6l~ (Iojl { u \ A^rpA t 4Uu £}/l1^^ k T ScLipl JlH/id .A iipaat u J/ ■ additionalIrli^ fn n a l sheetsa h iu kfa attacheda t f j i r h j v l QL 1 ^ ^ xH ; _ . ^ a m ' n 'ln J D k tn . -X fD s ta te of Wisconsin TOXIC AND HAZARDOUS SPILL REPORT D epartm ent of N atural Resources Form 4400-91 Rev. 6-86 S tate Div. Emergency Gov’t. (608) 266-3232 Spill ID Number U.S. N a t’l. Response Center (800) 424-8802 Chemtrec/Pesticides/Chlorine (800) 424-9300 Y Y M M D D 0-99 Dale of Incident Day of Week Time of Incident U A.M. Reported By (Name) Telephone Number □ P.M. MC Pfp //6?V/V£^'5y ( A l^) /Zi3ef - ,D(.o } 1 Date Reported Day of Week Time Reported 1^ A.M. Agency or Firm Reporting Reported thru Div. Emergen. (j?]i 2 T d } M 9 ^ □ P-M. ^ £ 7 ^ 5 At-yp APUrn)/-) Gov’t. □ Yes ^ No Substance Involved Quantity Units Person or Firm Responsible 1 3ol l^lc■ O/L- afc pL>C')(Al3 A t 1 '0 S t £A TT7)AJ Substance Involved Quantity Units Contact / Telephone Number / •/1. fp / tiphtt y (4.4) Physical Characteristics Address — Street or Route □ Solid m Liquid P, d lo e City, State, Zip Code i □ SemisoUd m Gas Odor Aniu/JP'tJAcB' utr Cause of Incident Action Taken By Spiller LlJ^y-r No Action No ,_, E xact Location Description (intersection, mileage, etc.) n Investigate :d^/)oo /V. Sr (.mjVMTm/h im Containment; Type County Location VaVa, Va, Section, Town, Range O Cleanup; M ethod _ K./ h ) D Amount Recovered rn/L ______T ------N, R. im M onitor ______DNR Dist DNR Area Groundwaters Affected M /0i£b □ Yes □ No Potential Q Contractor Hired; Name Surface W aters Affected Name of Surface W ater im O ther Action ______'A .0,.. r ajnn □ Yes ^ No n Potential SpiU Location Date D istrict Day of Week Time D istrict Notified K] In dustrial Facility/Paper MUl/Chem. N oticed j |— 1 M A.M. I_I Gas/Service Station/Garage, A uto Dealer, Repair Shop □ P.M. CH Ag Coop/FaciMty/Cheese Factory/Creamery D istrict Person No^fied Telephone Number . au/neAh [G o th e r Small Business (bank, grocery, insurance co., etc.) Date Investigated Day of Week Time Investigated n Pubhc Property (city, county, state, church, school, etc.) □ A.M. mi U tility Co., Power Generating/Transfer Facihty □ P.M. m Private Property (home/farm) Person Investigating Telephone Number O Pipeline, Terminal, Tank Farm , Oil Jobber/Wholesaler ( ) m Transportation Accident, Fuel Supply Tank SpiU Action Taken By DNR m Transportation Accident, Load Spill _ No Action _ Supervise/Conduct m Construction, Excavation, W recking, Quarry, Mine U Taken Investigation I_I Cleanupim m other ______^ SkeAcRdofTevpI° n Spilled Substance Destination □ Air _ Contractor Hired LJ By DNR; Name __ Kl Soil O Amount Recovered [2 Groundwater (? J m Surface W ater □ 29.29 Enforcement O Storm Sewer .1 ' -i Other Agencies on Scene m Sanitary Sewer m Contained/Recovered Local ______m O ther ______S tate ______Person Filing This Report (print name) Z/GrA/- A jrneiN r F ederal S i^ a tu r e . Box 12436 M i l w a u W k i e s e c , o n5 s 3 i 2n 1 2 F a x :( 4 1 45 ) 6 2 - 1 2 5 8 A u g u 1, s t1 9 9 0 F il R e e f :4 4 4 0 M r .G en F e r i b e r g B r ig &g S s t r a t Corporation t o n P.O. B o x7 0 2 % : : ■ > : ■ .. M i l w a u W k i e s e c , o n5 s 3 i 2 n 0 1 - 0 7 0 2 ‘:V / - D e aM r r .F r i b e r g : 0f'4p' RE: B r i g &g S s t r a t P t l o a n n t 1 2 4 ta hn dB u r l e iW g a h u , w at W o i s s a c , o n s i n T h il s e t t acknowledges e r t h er e c e io p ft t h er e po documenting r t r e m o vo a fs l e v e runderground a l s t o r at g a e n ka s tt h ea b o v e r e f e r e s n i c t e es d , u b m i to t ny e o du b r e h a b l y fHydro-Search, I n c . i nJ a n u a1 r 9 y 9 0B . a s eo d na r e v i o e f wt h er e p o ri t ta , p p e a r s t ha t t h em a j o r o i f tt y h econtaminated s o im l a yh av b e ee r n e m o v e d , b u t h edocumentation o ft hi r s e m o va a n l do ft h er e m a i n i n g e x te o n f ts o icontamination l h a sn o tb ee o n b t a i i n n ee d v e r y l o c a t iGroundwater o n . contamination i si n d i c aa t tt e h d es i t e , a n dm a yb er e l a tb e o dt t h ot h et a n ke s v a l u aa t n e da d ls t o oo t h e r s o u r c eW s i . t r h e ga t r o dt h es u b m i tinformation, t e d I h av t e h e f o l l o wq i u n e g s t ia o n n dc s o m m e n t s : 1 . T h edocumentation p r o v i f d o e rt d h er e m o vo a fT l an 1 k 4( t h e 2 , 0 0g 0 a l l u o n n l e a g d a e s d o l t i a n n e ka ) p p e at r os s ho t w h a t t h econtaminated s o ia l s s o c i w a i tt et h d h it s an h k a sb ee n r e m o v eG d r . o u w n a d t ew ra sa p p a r e n n o t tencountered l y i n t hi a s r e aN . of u r t hw eo r r i k sn e c e s si a nt r h yi a s r e aY . o u d o ,h o w ev n e e re ,t d ov e r i t f h y ag t r o u w n a d t ew ra sn o t encountered a n dt os u bm documentation i t o ft h es o i l d i s p o sw a h l i , cc h a nb et ri t p i ck c e o t pi o e r sa c op o y ft h e i n v o if c r e ot m h el a n d f i l l . 2 . Contamination a p p a r e r n e t m l a y ii n nt s h ea r ea a r o u T n a d n k3s 1 a n d3 2( t ht e w o2 5 ,0 g 0 a 0 ll f o u n eo l i lt a n k sS ) o . is l a m p l e s w e r t e a k ef n r ot m h en o r te h a , sa t n ds o u tw ha l la s n ds ho w h ig l h e ve o l f st o t ap l e t r o lhydrocarbons. e u m F u r t h e r investigation i sn e e d i e n dt h ea r eo a fT a n k3 s 1a n d3 2t o d e f i t n h e ee x te a n n t dd e gr o e f et h er e m a i ns i o n i g l contamination a s s o c i w a i tt et h d h ef u eo l i lt a n k sT . h e r e w er n e os a m p lt e a s k ei n nt h ea r eo a ft h ed i s p e na s n e dt r h i s n e e dt s ob ed o n e . Groundwater s a m p lt e a s k ef n r ot m h ee x c a v a s t h io ol w n e ve o l f s v o l a t o i r l g e a nc i o c m p o u( n V d O s C 'w s h ) i ce h x c e preventative e d a c ti l o e n ve i l n sC h a p tNR e 1 r 4 0W , i s c o nAdministrative s i n C o d eT . h ec o m p o uf n o d u s ni d nt h egroundwater a r ei n d i c a t i v e o fp e t r o lhydrocarbon e u m contamination b u ta ls i o n c l us d o e m e chlorinated c o m p o uspecifically n d s , trichloroethene a n d 1 , 1 ,trichloroethane, 1 w h i ca h r en o t y p i c aa l s l s y o c i a t e d w it p h e t r o lhydrocarbon e u m p r o d u cT t h s ep . r e s e o n f ct e h e s e chlorinated c o m p o ui n n d d s i c at t h e at s t h e rm e a yb ea n o t h e r s o ur contributing c e t ot h egroundwater contamination f o u n d i nt h ia s r e aA .groundwater investigation a n ds o ur c e e v a l u a i t s in o e n e d eb d u , ts h ou b l e dp ar o t fa m or e e x t e n s i v e groundwater investigation a tt h es i t e . Documentation o ft h es o id l i s p o i s s aa l ls n o e e d f e o d rt h i s a r e a . S o is l a m p r l e e s u lf t r so a m r o u T n a dn 1 k( t h1 e 0 , 0g 0 a 0 l l o n S t o d d s a o r l d v et na tn ka ) n dT an 2 k( t h5 e , 0 0g 0 a l l r o u n ni n o i lt a n ka ) r en o tc o n c l u a s s it v ow e h e t ht e h r es o i l contamination h a sb ee r n e m o v eF d u . r t hdescription e r o ft h e s o is l a m p l procedures, i n g s o is l a mp l l o e c a t ia o n n dw s a t e r l e v el l o c a t i i s on n e e d ea d l , o nw git a h d i s c u s o s f it o h n e appropriateness o ft h ea n a l y t m i e c t a h l ou d s s e t d oe v a l u a t e f o rt h e ss e p e c i p f r i o c d u cF t u s r . t hs e o r is l a m p l m i a n yb g e n e c e s st a od r o y c u m t e h n es t it conditions. e T h egroundwater s a mp t l a e k ef n r ot m hi e s x c a v a i t n i d o i n c a t e s groundwater contamination by chlorinated V O C ' sT . hi a s re a s h ou b l e di n c l u i d n ea ds it groundwater e investigation. I ti sd i f f i ct u oe l v t a l u t a h t ee e x c a v a i t n it o h n ea r eo a f T an 3 k( t h1 e 0 , 0f 0 i 0 b e r g t l a a n s ka s ) n dT a n 3 k A( t h4 e 0 0 g a l l f o i n b e r g t l a a n s k su ) s , e t d os t o ra e v i a t g i a o s n o l i n e . T h e rw e r n e os a m p lt e a s k ef n r ot m h en o r tw h e ,s o t re as t w a l lt s od o c u m t e h n er t e m a i nl i e n v ge o l f scontamination. T h ed e p to h ft h ew a t el r e v ei l nt h ee x c a v a a t n i dt o h n ed e p t h o ft h es a m p t l a e k ef n r ot m h es o u tw hal a l r en o tp r o v i d e d . N odescription o fv i su a a p l p e a r o a f nt c h e es o ii l sp r o v i d e d , a n dn oi n d i c a o t f it o h n ev e r t i e c x a t l e o n f ts o i l contamination o rw h e t hi e tw r a sr e m o vi e sp d r o v i d e d . F u r t hs e o r is l a m p l a i p n p g e at r ob s en e e d t e o dp r o v it d h e e documentation. T h er e p o s r t t at t e h sa a t p p a r e c n l t e l as y n o iw l a sm o v ef d r o m t h es i tt e ob eu se f d o rc l e af n i la l t1 2 4 ta h n dB r o wD ne e r R o a dT . h eD e p a r t w m o e u n ln t d o ta p p r om v o e v i t n h g is s o i l f r ot m h es it w e i t h oa u n t a l y t s i a c m ap lr l e e s u lt t od s o c um e n t t ha t t h es o ii l sa c t u a " l c l l y e a nT " h . eD e p a r t d m o e e nn s t o t r e c o g nf i i z e e li d n s t r u r m e e a n d t i a n s ga s d e q u f a o t r e remediation verification b e c a ut s h e er e a d i a n r g er s e l at i v e v a l u a e n s d on o tp r o v ia d c e tu concentration a l v a l u eY s o . u n ee t d op r o v it d h e ea m ou o n f ts o it l ha w t a sm o v ea d sw e la l s a description o ft h es a m p l a i n n dt g e s t ip n r g o c e d u u s r e et d s o m ak t e h ef i e ldetermination d t ha t t h es o iw l a s" c l e a n " . Documentation o ft h ed i s p o o s f acontaminated l s o if l r ot m h i s e x c a v a i t s ia o l ns n o e e d e d . T h egroundwater s a mp t l a e k ef n r ot m h ie s x c a v a a t l i s o o n i n d i c agroundwater t e s contamination by chlorinated V O C ' s , a n dt h ia s re s a h ou b l e di n c l u i d n et d h es it groundwater e investigation. « 5 . T h er e p o s r t t a tt e h sa i t m p a c s t o e i d lw s e r r e e m o vf e r do t m h e a r ea a r o u T n a dn 1 k 0( t h8 e , 0 0g 0 a l l x o y n l e t n a e n k )F . ro m t h einformation s u b m i ti t t ei d sd , i f f i ct u oe l v t a l u t a h t i e s conclusion. T h e ri e sn odescription o ft h ed e p to h ft h e s o is l a m p la e n s dt h er a t i o nf a o l rt e h el o c a t ia o n n dn s o description o ft h ed e p to h ft h ew a t el r e v ei l nt h e excavation. T h e ri e sn oi n d i c a o t f it o h n ev e r t i e c x a t l e n t o fcontamination o rw h e t hi e tw r a sr e m o v eT d h . es o i l s a m p lt e h sa w t er t e a k ew ner c e o m p o s f i o t ra e n d a l y a s n i di s t i sn o tc l e aw rh e t ht e h r e ss e a ms e a m p lw e e sr f e i e ls d c r e e n e d p r i ot r os h i p m f e o n ra t n a l y sCompositing i s . o fs a m p lf e o s r a n a l y i s s in s o tappropriate t ov e r i t f h y ec l e a nb u e p c , a u s e i tc a us r e e s l e ao s ft e h ev o l a t c i o l m e p o u( n y d i s e l d i n g unrealistically l o wa n a l y t v i a c l a ul ea s n ) di tp r o v i a d n e s a v e r a v g a e l d um ea k i i n t gd i f f i ct u od l e t t e r mi i fh n i e g h e r l e ve o l f scontamination e x i si t na n yo n ed i r e ct iF o u n r . t h e r s a m p l a i p n p g e at r ob s ew a r r a ni t nt e h di a s r et a od o c u m e n t t h ec l e a na u c p t i o n s . T h egroundwater s a mp t l a e k ef n r ot m h ee x c a v a s t h i o o wv n ser y h ig l h e ve o l f sx y l e nw e h , i ca h p p e at r oi s n d ic a t e contamination a s s o c i w a i tt et h d h it s a n kF . u r t h e r investigation i sn e e d t e o de v a lu t a h t egroundwater e contamination i nt h ia s r e a . T h er e p o s r t t at t e h sa groundwater t w a sp u m p f e r d ot m h i s e x c a v a a t n i ds o t n or f e o d rd i s p o sY a o l un . ee t d op r o v i d e documentation o ft h id s i s p o sa a sw l e ,l a l sdocumentation o f t h es o id l i s p o s a l . I nr e s p o t n o st e hi l s e t t ey r o , us h ou p l r d o v it d h e ea d d i t i o n a l descriptive information a n dt h es o ia l n dgroundwater h a n d l i n g documentation r e q u e sa t b e od va e s , c o poef w o r f k o rt h ea d d i t i o n a l s o iinvestigation l r e q u e sa t n e da dd i s c u s o s f it o h n es i t e groundwater contamination w i t a h s c o po e fw o r t k oinvestigate i t . I tw il h l el m p ee v a l u y a o tu ep r r o p o i s f ay l o ui n c l ua d e d i s c u s o s f ia o n n d i a g rs a h m o w it n h g el o c a t o i f ot n h eo t h e r p o t e n ts i o a u l r cf e o s rt h egroundwater contamination i nt h ea r e a . I w o u la d ls l o ik t e ot ou t r h ef a c il i i n tt y h en ea f r u t u rt e og , e t a b e t t understanding e r o ft h es i tl e a yo a u n t dr e l a t l i o v c e a t i o n s o fa l lp o t e n ts i o a u l r c eT s h .i v s i s ic t a nt ak p e l a ce e i t h e r b e f o o r r ea f t ey r o uh av s e u b m i ta ts e c d o po e fw or f k o rt h e groundwater investigation. I fy o uh av q e u e s t ir o e n g s a r dt i h n ic g s a s eo , rt oa r r a na gt e im e f o ra v i s ip t l , e a c s o e n t am c ea t t( 4 1 42 ) 6 3 - 8 6 6 7 . S i n c e r e l y/) , P a me A. l aM y l o t t a Hydrogeologist, Environmental R e s p o n s e E n e l .;Requirements f o ra S c o po e fW o r k c : J ud F y a s s b e - n Hydro-Search, d e r I n c . SED C as F e i l e