GERAGHTY & MILLER, INC. Environmental Services 201 V\test Passaic Street, 3rd Roor Rochelle Park, New Jersey 07662 (201) 909-0700 FAX (201) 909-0567/0568 U.S. Environmental Protection Agency Region II_____________________ 26 Federal Plaza, Room 737________ New York, New York 10278 WTE 1/19/95 ^0013.038 ATTENTION Caroline Kwan Return of Documents for Preparation of Final RI, Tutu Wells Site, St. Thomas, U.S. Virgin Islands WE ARE SENDING YOU El Attached D Under separate cover via _ D Shop drawings D Prints D Plans D Samples D Copy of letter D Change order Kl Reports_______ .the following items: D Specifications COPIES I DATE 10/93 NO. DESCRIPTION HydroloRic Associates, U.S.A., Inc. 1993. Geohydrologic Analysis and Water Quality Data for the Upper Tutu Aquifer, St. Thomas, Virgin Islands, Appendix I Through X. THESE ARE TRANSMITTED as checked below: D For approval D For your use D As requested D For review and comment D FOR BIDS DUE ____ D Approved as submitted D Approved as noted D Returned for corrections |Xj Returned as requested D Resubmit D Submit _ D Return __ _ copies for approval . copies for distribution corrected prints 19 D PRINTS RETURNED AFTER LOAN TO US REMARKS. COPY TO. 91OU5 SIGNED H •nctosvra •» not •» noted, WnoVy noWy in *64526* 64526 HYDROLOGIC ASSOCIATES U.S.A., INC. ENVIRONMENTAL CONSULTANTS 8925 S. W. 148th Street, Suite 212, Miami, Florida 33176 Phone: (305) 252-7118 • Fax: (305) 254-0874 Geohydrologic Analysis and Water Quality Data for the Upper Tutu Aquifer St. Thomas, Virgin Islands APPENDICES I - X Prepared for FOUR WINDS SHOPPING PLAZA ANNA'S RETREAT, ST. THOMAS U.S. Virgin Islands and PID/HARTHMAN ANNA'S RETREAT, ST. THOMAS U.S. Virgin Islands By Hydrologic Associates U.S.A., Inc, 8925 S.W. 148 Street, Suite 212 Miami, Florida 33176 Miami, Florida October 1993 APPENDICES (Volume II) Appendix I Appendix II Appendix III Appendix IV Appendix V Appendix VI Appendix VII Appendix VIII Appendix IX Report on the Geology of the Four Winds Shopping Center, Tutu Area, Anna's Retreat, Eastern St. Thomas, U.S. Virgin Islands, by Grenville Draper, PhD. Air Stripper Effluent Laboratory Analysis Sheets Aquifer Test Data: Four Winds Deep Test Well No. 2 and Curve Matching Graphs Aquifer Test Data: Four Winds Deep Test Well No. 1 and Curve Matching Graph Aquifer Test Data: Batiste Well and Curve Matching Graph Aquifer Test Data: Crusher Well, Bakery Well and Curve Matching Graphs Aquifer Test Data: Racetrack Well and Curve Matching Graph Well Construction Diagrams and Drilling Logs Summary Tables of Detected Contaminants, Laboratory Analysis Sheets, and Chain of Custody Records Appendix X Soil Resistivity Analysis APPENDICES I - X APPENDIX I REPORT ON THE GEOLOGY OF THE FOUR WINDS SHOPPING CENTER, TUTU AREA, ANNA'S RETREAT, EASTERN ST. THOMAS, U.S. VIRGIN ISLANDS by GRENVILLE DRAPER, PHD. APPENDIX I REPORT ON THE GEOLOGY OF THE FOUR WINDS SHOPPING CENTER, TUTU AREA, ANNA'S RETREAT, EASTERN ST. THOMAS, U.S. VIRGIN ISLANDS by GRENVILLE DRAPER, PHD. REPORT ON THE GEOLOGY OF THE FOUR WINDS SHOPPING CENTER, TUTU AREA, ANNA'S RETREAT, EASTERN ST. THOMAS, U.S. VIRGIN ISLANDS Grenville Draper Consulting Geologist August 1993 Grenville Draper, Registered Professional Geologist, #816 State of Florida, U. S. A." Draper/Tutu area 8/93 1 Executive Summary The Four winds Shopping Center end environs In eastern St. Thomas, U.S.V.I., are built over a small SW to S trending river course (locally known as a "gut"). A section through the bedrock of the site Is exposed In an excavation at the rear (west side) of the center, and shows an upper section of andeslte breccias and sands and an a lower section of conglomerates of rounded keratophyres mixed with subrounded andeslte clasts . The upper part of the section is intruded by two dikes and the lower section contains a 5m thick welded tuff layer. All the rocks in the outcrop are fractured in a variety of orientations and a number of minor faults are also present All the rocks at the site are have a very low intergranular permeability. Such permeability that the rocks do possess Is Is due to the many fractures present. The dikes and welded tuff layers do not to pose major hydrogeologlcal barriers as they are as fractured as the main rock sequence. Increasing numbers of minor faults and Increased fracture density toward the axis of the gut, coupled with displacement of a major sedimentary contact In the section, indicate that the gut has formed over a major fault zone This fault zone trends NE-SW. and forms a similarly trending, anlsotroplcalty permeable region with enhanced permeability parallel to the trend of the zone. Draper/Tutu area 8/93 2 Introduction The geology In the vicinity of the Four Winds shopping center in the Tutu area was examined at the request of Hydrologic Associates Inc., and their retainers John Dema and Richard Knoepfel, in connection with a dispute concerning the contamination of the Turpentine Basin Aquifer. The purpose of the study was to gain insights Into the how the rock types and fracture and fault patterns may Influence the hydrogeological characteristics of the site. The site was examined on the 8th, 9lh and 10th of May 1992. Outcrops at the rear of the Four Winds Shopping Center were examined and mapped In detail. Outcrops In the school yard of the Seventh Day Advenlist School, 200m. melers to the east of the shopping center were also examined, as were scattered small outcrops on the hillside south and east of the site. Site description The Four Winds Shopping Center site is localed in eastern St. Thomas, south of Peterson's Hill an is adjacent to the Intersection Highways 38 and 382 (Fig. 1). The site Is in a small valley ("gut" in the local parlance). By enlarging a portion of the USGS 1:24,000 topographic map of the region and superimposing this on the map of the Four Winds Shopping Center prepared by Target Environmental Services (1992), It is clear that the axis of the original gut ran directly underneath the present shopping center and Its parking lot (Fig.2, Enclosure 1). This suggests that there is some fill under the Shopping Center and parking lot, and this was confirmed by observation of cuttings recovered from boreholes situated In the parking lot (see Appendix ) The rocks examined in detail were localed In excavated outcrops at the rear (western side) of the shopping center. Ouctrops were also examined on the hill to the east of the site, notably In the school yard of the Seventh Day Adventist School (Fig 2). Rock Types The rocks exposed behind the shopping center belong to the Lousenho] Formation as defined by Donnelly (1966) which consists of tuffaceous and volcanlcally derived breccias. The beds strike roughly E-W and dip North at about 40°. Assuming that no undetected major faults are In the section examined, a thickness of a little over 700ft Is exposed in the outcrop (Fig 3). The exposure shows two units In the sequence: (1) The upper part, consists of massive to thickly bedded andesilic tuffaceous breccias and sandstones that are typical of most of the exposures of the Louisenhoj Formation on St. Thomas and St. John. When fresh, the rock has a dark to medium grey color with a slight bluish tinge. The majority of the beds are poorly sorted breccias that have subrounded clasts with diameters ranging from millimeters to about 5-6 cm. The matrix and clasts are of very similar appearance so that Individual clasts can often only be distinguished by careful examination of the rock. (2) The lower part of the sequence consists of massively bedded coarse conglomerates. Clasts consist of both well rounded light grey siliceous (possible keratophyric) volcanic Draper/Tutu area 8/93 3 rock and sub-rounded andesitic clasts identical to those found in the upper unit. The siliceous rounded clasts are derived from the Water Island Formation which underlies the Lousenhoj Formation . Donnelly (1966) found this conglomerate unit at other locations in the island and called it the Cabes Point Conglomerate Lithofacies. (CPCL) The contact between the upper unit and the CPCL appears to be transitional over a thickness of 0.5 to 1 meter, although the relationship is not entirely clear because a small fault occurs in the section near to the contact. Clasts of a black, probably basaltic rock seem to be characteristic of the CPCL in the contact zone. These lithologies are also found in the test wells drilled (Appendix). In addition to the above two further rock bodies can be identified in the outcrop: (3) In the upper part of the section two dikes of of a greenish grey hornblende porphyry cut the section. Similar dikes were also observed at the exposures of the yard of the Seventh Day Adventist school. (4) In the lower part of the exposed sequence (ie. in the southern part of the outcrop) a 5m. thick layer of green, fine grained, hard siliceous rock can be observed. The banded texture, conformity with the other beds and lack of chilled contacts suggests that this feature is a welded tuff deposit, rather than a felsic sill. Structure The section exposed at the site consists of thick to massive beds which strike roughly E- W to NE-SW and dip 40-50° to the North. Precise orientations are shown In Figures 4 and Enclosure 1. Other structures present include rock cleavage, minor faults and fractures. Rock Cleavage A planar rock cleavage defined by the common orientation of flattened clasts can be seen In some parts of the outcrop. It Is more prominent in some beds than others, and Is not necessarily related to minor faulting. The cleavage strikes approx E-W and dips to the North more steeply that the bedding (Fig. 4) * Minor Faults Several minor faults are exposed at the site and they fall into two sets (Fig.5). One set is E-W trending and one fault showed right lateral strike-slip as determined from the offset of bedding planes The other set are NE-SW trending and appear to be dip-slip normal faults, although precise determination of the nature of the slip was not possible. Fractures The rocks at the site are heavily fractured and both mineralized and barren fractures are present. The mineralized fractures formed early in the history of the rock, probably shortly after lithification. These fractures are mineralized and sealed by zeolite and carbonate minerals and thus appear as white veinlets in the rock. As these structures have no hydrogeological significance, their orientations are not shown in Enclosure 1. Draper/Tutu area 8/93 4 Un-mineralized (barren) fractures are found throughout the exposure and show a great deal of variety In orientation and fracture density (defined by the average spacing between fractures). Fracture density in the cyclographic equal area projections in Enclosure 1 is indicated by (1) heavy lines if the average spacing between fractures is 0-1 Ocm, (2) medium thickness line if the spacing between fractures is 10-100cm and (3) a fine line if spacing between fractures is 100cm ( = 1m) or greater. Strikes of barren fractures trend N, NE. E, NW, W and WNW although dips may vary either side of strike (Enclosure 1). Generally, Enclosure 1 shows that both the number of fracture sets and fracture density of each set increases with proximity to the axis of the original gut. Presence of a major fault at the site The increase of fracture and fault density toward the axis of the gut, especially in the southwestern part of the site indicates a much larger fault zone that passes under the site, along the main axis of the gut. The dominant NE-SW orientation of minor faults and the denser fracture sets further indicates that the proposed fault has the same NE-SW trend. The presence of a major fault running through the gut is also indicated by the displacement of the andesite breccia/Cabes Point Conglomerate contact. Enclosure 1 shows that this contact should run north of Test Well #1. This contact, however, was detected in the Four Winds Test Well #1 borehole at a depth of about 90 ft (Appendix). In addition, the contact was found on the hillside 200-300m southeast of the site which is consistent. Both observations consistently indicate a down-to-south fault displacement of the contact. Hydrogeological Implications The rocks present at the Four Winds Shopping Center site are mainly andesitic in composition. Andesites are rich In plagioclase feldspar which easily decomposes Into clay minerals. The clay minerals block interstices and the interstitial connections in the rock and so the intergranular permeability of these rocks will be very low. The rock is highly fractured, however, so that the main porosity and permeability results from the inter-connection of the fractures. The dikes and welded tuff layer form compact layers within the sequence that have also have poor intergranular permeability. As they are as equally fractured as the rest of the sequence, however, they will not form significant barriers to groundwater flow. Immediately adjacent to the main fault, many of the fractures are sub-parallel to its NE-SW trend (Enclosure 1). This will result in an anisotropy of the permeability. In this zone with enhanced hydraulic conductivity in a NE-SW direction. Draper/Tutu area 8/93 5 References Cited Donnely. Memoir 98, p. 85-176 John U.S. Virgin Islands: in Hess, So?,.,y o, Ann.Mc. 27pp. Draper/Tulu area 8/93 6 Appendix Logs of Four Winds Shopping Centers Test wells #1 and #2, May 1992 Depth 0-1611 16-3211 32-36(1 36-9211 92-96M 96-141M Test Well #1 Description Mixture of weathered and fresh andesitic rock, some ?basaltic porphyry. Probably fill. Grey, andesitic breccia Chips of fine grained igneous rock, ?dike rock, Chips of grey andesitic breccia Dark, ?basaltic rock, 7breccia; similar to that found at contact of breccia and Cabes Point Conglomerate Chips show mixture of (l)andesitic breccia,(2) siliceous fine grained lithology (probably clasls of Cabes Point Conglomerate), (3) black, Tbasaltic clasls occasionally found in Cabes Point Conglomerate. Indicates 96 ft represents contact of andesite breccia and Cabes Point Conglomerate Depth 0-13M 13-21M 21-37U 37-41M 41-6711 69-97H 97+ ft Test Well «2 Description Mixture of weathered and fresh chips of andesite breccia, keralophyre, basaltic rock - probably fill. Brownish, weathered, andesite breccia. Less weathered andesile breccia Fresh andesite breccia core(10-15cm) recovered. Fresh andesile breccia. Complete cores recovered. Subvertlcal mineralized veins prominent. Chips of fresh andesite breccia recovered Well continued after inspection. Draper/Tutu area 8/93 7 U <^^° v, (ttowoo .. 7 - U> / ' If I ,.->t -i-K.. 'A- 'm^^JP^^-- • •t -?^*'.U\ -: :JKv;'^»"- LZ-"^ V'TJ**' i'^^V.-;^Nv> '-'v' Cr^-^^r^^aL^^ ' S!i^^^^7^ ^X^^-yiS. ^Hin^ .. ^JX?r^jnB| j P t«W ^'{-r^ ^ ; . v.wi - "*-^. * i t f ' I v /r*v'' .' 4^K-^ iS>> . ^;^if%£& ^m^ M,-))?3fao^aa/A^; . rffrSSSi; Srlk '• |g? ^\ /?;• •: - -..J^ •;• .^p S ^i^«;$.^-'4^ ; •: 4-v H*1 fe^i^^^-t—^w "^ tff51^^Si^^^A/l ( ^^S&S Wiif^K^*^~-'~ ~'~',"1*:'/': 1S ui.ii.. ui e»,e : ,^X * .11 \ *! X \V.- s • — •*- - \ \ \^.- * • . Four Winds Shopping Center SDA Church . Outcrop behind Four Winds shopping center Outcrop In Yard of Seventh Day Adventlst tsr-s s and School 700 600 500 400 300 200 100 0 feet S DIKES ooood ooooq p p n f\ n ooooo ooooo ooooo POOR EXPOSURE WELDED TUFF LOUISENHOJ FORMATION Andesitic breccias and sandstones Cabes Point conglomerate liiholacies FIGURE 3 Section exposed on access road at rear (west) of Four Winds Shopping Center FIGURE 4 Equal area outcrop. stioppln9 FIGURE 5 Equal area, lower hemisphere diagram showing orientation (In cyclographlc projection) of minor faults at the Four Winds Shopping Center outcrop Stream course of gut prior to construction according to U.S.G.S1:24,000 topo. map N Key -;•';•'{ andeslte breccia Vo°. Cabea Point Conglomerate -<- strike dip of bedding -<• strike dip of cleavage ^*0f minor faults Geological map of thi Four Winds Shopping Center outcrop. Also shown are eqi'il »'•». lowtr hemisphere diagrams showing orientation (In ciclographle projection) of fracture sets In various segments of the outcrop. Thick lines represent fracture setJ with a spacing of 1-10 cms; medium lines represent fracture sets with a spacing of 10-100 cms; thin lines represent fracture sets with a spacing of >100cms APPENDIX II AIR STRIPPING EFFLUENT LABORATORY ANALYSIS SHEETS SAVANNAH LABORATORIES A ENVIRONMENTAL SERVICES, INC. .14 SW 12th Avenue • Deerfield Beach, Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 LOG NO: D2-24010 Received: 11 DEC 92 Mr. Bruce Green Caribbean Hydro-Tech, Inc. P.O. Box 2070 - Kingshill St. Crotx, USVI 00851-2070 Project: 4 Winds (Stripper Test) Sampled By: Client REPORT OF RESULTS LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES DATE SAMPLED Page 1 24010-1 4 Winds DTW #2 Before Stripper 24010-2 4 Winds DTW #2 After Stripper 12-10-92 12-10-92 PARAMETER 24010-1 24010-2 Purgeables (601/602) Bromodichloromethane, ug/1 Bromoform, ug/1 Eromomethane, ug/1 Carbon Tetrachlorid«, ug/1 Chlorobenzene, ug/1 Chloroethane, ug/1 2-Chloroethylvinyl Ether, ug/1 Chloroform, ug/1 Chloromethane, ug/1 Dibrooochloromethane, ug/1 1.2-Dichlorobenzene, ug/1 1.3-Dichlorobenzene, ug/1 1.4-Dichlorob«nz«me, ug/1 Dichlorodifluoromethane, ug/1 1.1-Dichloroethane, ug/1 1.2-Dichloroethane, ug/1 1.1-Dichloroethene, ug/1 cis/trans-1,2- dichloroethylene, ug/1 1.2-Dichloropropan«, ug/1 Cis-l,3-Dichloroprop«n«, ug/1 Trans-1.3-Dichloropropene, ug/1 Methylene Chloride, ug/1 ., 1.1,2,2-Tetrachloroethane, ug/1 ' Tetrachloroethene, ug/1 1.1.1-Trichloroethane, ug/1 1.1.2-Trichloroethana, ug/1 <5.0 <10J 4.5. <1*0 130 55 7.3 <5.0 <10J 24 1.4 2.4 Laboratory locations In Savannah, GA • Tallahasst*. FL • Moblla, AL • Deerfield Beach, FL • Tampa, FL SAVANNAH LABORATORIES A ENVIRONMENTAL SERVICES, INC. 414 SW 12th Avenue • Deerfidd Beach, Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 LOG NO: D2-24010 Received: 11 DEC 92 LOG NO Mr. Bruca Green Caribbean Hydro-Tech, Inc. P.O. Box 2070 - Kingshill St. Croix, USVI 00851-2070 REPORT OF RESULTS SAMPLE DESCRIPTION , LIQUID SAMPLES Project: 4 Winds (Stripper Test) Sampled By: Client Page 2 DATE SAMPLED 24010-1 4 Winds DTW #2 Before Stripper 12-10-92 24010-2 4 Winds DTW 02 After Stripper 12-10-92 PARAMETER Trichloroethene, ug/1 24010-1 19 24010-2 <1.0 Trichlorofluoromethane, ug/1 Vinyl Chloride, ug/1 Benzene, ug/1 Ethylbenzene, ug/1 Toluene, ug/1 Xylenes, ug/1 Methyl-tert-butyl ether (MTBE), ug/1 Date Analyzed Method Number Dilution factor 11 120 12.14.92 601/602 1 1.0 69 12.14.92 601/602 1 -Moratory locations In Savannah, GA • Tallahasse*, FL • Mobile, AL • Deerffe/d Beach, FL • Tampa, fl SAVANNAH LABORATORIES A ENVIRONMENTAL SERVICES. INC. 414 SW 12th Avenue • Deerfield Beach. Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 LOG NO: D2-24010 Received: 11 DEC 92 Mr. Bruce Green Caribbean Hydro-Tech, Inc. P.O. Box 2070 - Kingshill St. Croix. USVI 00851-2070 Project: REPORT OF RESULTS 4 Winds (Stripper Test) Sampled By: Client Page 3 LOG NO SAMPLE DESCRIPTION . QC REPORT FOR LIQUID SAMPLES 24010-3 Lab Blank 24010-4 Accuracy - X Recovery (Mean) 24010-5 Precision - Relative % Difference PARAMETER 24010-3 24010-4 24010-5 Purgeables (601/602) Bromodichloroaethane, ug/1 Bromoform, ug/1 Bromomethane, ug/1 Carbon Tetrachloride, ug/1 Chlorobenzene, ug/1 Chloroethane. ug/1 2-Chloroethylvinyl Ether, ug/1 Chloroform, ug/1 Chloromcthane, ug/1 Dibromochloromethane, ug/1 1.2-Dichlorobenzene, ug/1 1.3-Dichlorobenzene, ug/1 1.4-Dichlorobenzene, ug/1 Dichlorodifluoromethane, ug/1 1.1-Dichloroethane, ug/1 1.2-Dichloroethane, ug/1 1.1-Dichloroethene, ug/1 c is/trans-1,2-dichloroethylene, ug/1 1.2-Dichloropropane, ug/1 Cis-1,3-Dichloropropene, ug/1 Trans-1,3-Dichloropropene, ug/1 Methylene Chlorida, ug/1 1,1,2,2-Tetrachloroethane, ug/1 Tetrachloroechene, ug/1 1,1,1-Trichloroethane, ug/1 <5.0 98 3. 1.1 X <10J 92 9.8 I ..0 ..0 Laboratory locations in Savannah, GA • Ta//anass««, FL • Mobile, AL • Dterlield Such, PL • Tampa, fl SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. SW 12th Avenue • Deerlield Beach, Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 LOG NO: D2-24010 Received: 11 DEC 92 Mr. Bruce Green Caribbean Hydro-Tech, Inc. P.O. Box 2070 - Kingshill St. Croix. USVI 00851-2070 Project: 4 Winds (Stripper Test) Sampled By: Client NO REPORT OF RESULTS SAMPLE DESCRIPTION , QC REPORT FOR LIQUID SAMPLES Page 4 ^HlO-3 Lab Blank 10-4 Accuracy - X iO-5 Precision - -AMETER i l,2-Trichloro«thane, "-richloroethene, ug/1 " chlorof luoroae thane , v. _ yl Chloride, ug/1 Benzene,' ug/1 ihylbenzene , ug/1 luen* , ug/1 l.^lenes, ug/1 ithyl- cert-butyl ether te Analyzed . :thod Number Recovery (Mean) Relative X Difference ug/1 ug/1 (MTBE). ug/1 24010-3 24010-4 24010-5 <1.0 75 X 8.0 X <1.0 92 X ' 1.1 X <1.0 100 X 1.0 X 12.14.92 601/602 Method Reference: EPA 40 CFR Part 136. J - Estimated Value. onda Moll Laboratory locations In Savannan, GA • Ta//ahasse«, FL • Mobile, AL • De«rfie/d Beach, FL • Tampa, FL SAVANNAH LABORATORIES 4 ENVJRONMENTAL SERVICES, INC. 414 SW 12th Avenue • Owrtldd Beach, Florida 33442 • {305} 421-7400 • Fax (305) 421-2584 LOG NO: D2-24193 LOG NO Kr. LAO Swayzo Hydrologic Asaociates U.S.A., Inc. 8925 S.W. U8ch St., Suit* 212 Miami, FL 33176 REPORT OF RESULTS SAMPLE DESCRIPTION , LIQUID SAMPLES Received: 28 DEC 92 Project: 4 Winda Sampled By: L. Svayze Page 1 DATE SAMPLED 2^193-1 4WDT 02 (12.16/1830) 24193-2 4WDT 02 (12.16/2340) 24193-3 4WDT 02 (12.17/0730) 24193-4 4WDT 01 Before Stripper 24193-5 4WDT 01 After Stripper PARAMETER Volatile Halocarbons Benzene, ug/1 Bromobftuzene, ug/1 Bronochloromothanfl, ug/1 Bromodichloromethane , ug/1 Broaofona, ug/1 Broaonethane , ug/1 N-Bucylbenseno, ug/1 Sec-Bucylbenz«na, ug/1 Tert-Butylbenzane, ug/1 Carbon Tetrechlorida , ug/1 Chlorobenrene , ug/1 Chl or o ethane, ug/1 Chloroforn, ug/1 Chloroðane , ug/1 2 -Chloro toluene, ug/1 4-Chlorotolucne, ug/1 Chlorodibromomtthan*, ug/1 1 , 2 -Dlbrooo- 3-chloropropant , Ethylen* DIbromide, ug/1 Dibreaoaethane , ug/1 1 , 2 •Dlchlorobenzene . ug/1 1 , 3 -Dichlorobenzene , ug/1 1,4-Dlchlorobtnzene, ug/1 24193-1 1.3 <0.50 <0.50 <0.30 <1.0 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <1.0 1.5 <1.0 <0.50 <0.50 <0.50 ug/1 <5.0 <1.0 <0.50 <0.50 <0.50 <0.50 24193-2 2.3 <0.50 <0.50 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.5Q <0.50 <0.50 SAVANNAH LABORATORIES ft ENVIRONMENTAL SEWV/CCS, INC. 414 SW 12th Avenue • Dee'rfield Beach. Florida 33442 • 005) 421-7400 • Fax (305) 421-25Q4 LOG KO: D2-24193 Received: 28 DEC 92 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 8925 S.W. 148th St.. Suit. 212 Miami, FL 33176 Project: 4 Winds Sampled By: L. Swayz* LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION , LIQUID SAMPLES Pag* 2 DATE SAMPLED 24193-1 4WD7 02 (12.16/1830) 24193-2 4WDT 02 (12.16/2340) 24193-3 4WDT 02 (12.17/0730) 24193-4 4WDT 01 Bafore Stripper 24193-5 4WDT 01 After Scripper PARAMETER 24193-1 Dichlorodifluorome thane, ug/1 <1.0 1,1-Dichloroethane, ug/1 <0.50 1,2-Dichloroechane, ug/1 <0.50 l,l-Dichloro«thene, ug/1 <0.50 Ci=-1.2-Dichloroethylene, ug/1 31 Trails -1, 2 -Dichloroethene, -ug/1 <0.50 1,2-Dichloropropane, ug/1 <0.50 1,3-Dichloropropane, ug/1 <0.50 1,3-Dlchloropropylerxa, ug/1 <0.50 2,2-Dichloropropane, ug/1 <0.50 l,l-DIchloropropyl«Tj«, ug/1 or*z " * l\ 073o » \ ink SAMPLING EVENT CONTAINER RECORD TYPE PRESERV. VOL(ML) NOJ 4o HC.U 4-0 PREPARED BY: DATE/TIME: \~2-/\- . 00 LU UJ U UJ QL UJ GDI 00.: CSld T | I I 2000 T I I I I | I I I I I I I I I | T - 3000 4000 TIME, IN MINUTES 5000 WATER LEVEL VERSUS TIME FOUR WINDS SUPPLY WELLS *1, #2, AND *3 z: QL ma: LU LU LL LU o: LU CK GO CD. vO GO T—i—i—i—i—i—i—i—i—|—i—i—i—i—i—i—i—i—i—|—i—r 1000 2000 3000 T——I——I—I—I—|—I——I—I—I——I—I—I—I—I—| 4000 B000 TIME, IN MINUTES DRAWDOWN VERSUS TIME, FUDT2 FOUR WINDS SUPPLY UELL 0 1 00 200 300 400 500 600 700 800 900 1 000 1 1 00 TIME. IN MINUTES DRAWDOWN VERSUS TIME, FWDT2 FOUR WINDS SUPPLY WELL #2 | I I I I | I I I I | I I I I | I I I I | I I I I | I I I I | I I ' I 10 100 i i I i i i i I i i i i | i i i 200 300 400 500 600 700 800 900 1 000 1 1 00 TIME, IN MINUTES DRAWDOWN VERSUS TIME, FUDT2 FOUR WINDS SUPPLY WELL #3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 100 200 300 400 500 600 700 800 900 1000 1 100 TIME, IN MINUTES 8 CO log • oor. 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I I I I /x* , - ^•' jfT •OB OO ooo 00 o * — o o Tr«itnl>*tvlty • 2.67dE«06 ail/H«y/Tt ~ A*uif«r Thui . • a.eeee«ee ft BBBB^* hVdriul (• C»«d.« B.6BBE*te gil/<«y/«« ft 9)»*(rio TUI4 • 4.63EE-63 » - Ty»» Curv* tb««if. 0*l*y«4l b«l« » 6.BB • - DiU 1 I I I 96 -0.96 0.05 1.05 2.05 3. 90 0.00 -1.00 0 " 00 -2.00 -3.00 05 log 1/Ub APPENDIX IV AQUIFER TEST DATA: FOUR WINDS DEEP TEST WELL NO. AND CURVE MATCHING GRAPH SE1000C Environmental Logger 01/06 12:30 Unit# 01513 Test 4 Setups: INPUT 1 INPUT 2 Type Mode I.D. Reference Linearity Scale factor Offset Delay mSEC Step 0 Elapsed Time 0.0000 15.0000 30.0000 45.0000 60.0000 75.0000 90.0000 105.000 120.000 135.000 150.000 165.000 180.000 195.000 210.000 225.000 240.000 255.000 270.000 285.000 300.000 315.000 330.000 345.000 360.000 375.000 Level (F) TOG 02873 3.910 0.130 19.710 -0.040 50.000 12/17 15:59 INPUT 1 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 Level (F) TOG FWDTW1 22.830 0.120 19.920 0.030 50.000 :02 INPUT 2 27.515 27.522 27.528 39.708 36.643 28.355 28.058 27.932 27.862 27.825 27.793 27.768 27.755 27.743 27.736 27.724 27.711 27.698 27.698 27.679 27.679 27.673 27.667 27.667 27.661 27.654 390.000 405.000 420.000 435.000 450.000 465.000 480.000 495.000 510.000 525.000 540.000 555.000 570.000 585.000 600.000 615.000 630.000 645.000 660.000 675.000 690.000 705.000 720.000 735.000 750.000 765.000 780.000 795.000 810.000 825.000 840.000 855.000 870.000 885.000 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 27.642 27.642 27.635 27.635 27.629 27.629 27.623 27.623 27.623 27.623 27.616 27.616 27.616 27.616 27.616 27.610 27.610 27.610 27.604 27.604 27.597 27.597 27.591 27.585 27.578 27.578 27.572 27.566 27.560 27.553 27.560 27.560 27.560 27.566 Setups: SE2000 Environmental Logger 12/21 16:12 Unit# 253 Test 4 INPUT 1 INPUT 2 INPUT 3 INPUT 4 Type Mode I.D. Reference SG Linearity Scale factor Offset Delay mSEC Elapsed Time 0.0000 15.0000 30.0000 45.0000 60.0000 75.0000 90.0000 105.000 120.000 135.000 150.000 165.000 180.000 195.000 210.000 225.000 240.000 255.000 270.000 285.000 300.000 315.000 330.000 345.000 360.000 Level (F) TOC 0.000 50.000 0.010 10.056 -0.026 50.000 Step 0 INPUT 1 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 Level (F) TOC PW-2 13.715 1.000 0.004 10.003 -0.008 50.000 12/17 16: INPUT 2 14.195 14.226 14.201 14.226 14.217 14.198 14.195 14.204 14.211 14.094 14.065 14.116 14.116 14.087 14.106 14.081 14.106 14.078 14.075 14.081 14.081 14.049 14.065 14.065 14.065 Level (F) TOC PW-3 12.525 1.000 0.003 10.013 -0.133 50.000 14:57 INPUT 3 12.822 12.819 12.815 12.812 12.809 12.803 12.803 12.800 12.796 12.793 12.790 12.787 12.784 12.781 12.777 12.774 12.774 12.771 12.765 12.765 12.762 12.762 12.755 12.755 12.752 Level (F) TOC PW-1 11.815 1.000 0.010 10.056 -0.026 50.000 INPUT 4 11.452 11.465 11.449 11.455 11.468 11.481 11.468 11.478 11.459 11.535 11.528 11.516 11.525 11.522 11.500 11.509 11.506 11.513 11.500 11.481 11.494 11.490 11.474 11.468 11.471 375 390 405 420 435 450 465 480 495 510 525 540 555 570 585 600 615 630 645 660 675 690 705 720 735 750 765 780 795 810 825 840 855 870 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 028 028 028 028 028 028 028 028 028 028 028 028 028 028 028 028 028 028 028 028 028 028 028 028 028 028 028 028 028 028 028 028 028 028 14 14 14 14 14 14 14 14 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 .056 .049 .034 .024 .030 .034 .021 .135 .948 .942 .936 .933 .929 .929 .917 .910 .907 .901 .895 .895 .891 .891 .888 .882 .885 .879 .882 .882 .876 .879 .838 .838 .838 .841 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 .749 .746 .746 .743 .740 .736 .733 .733 .730 .727 .724 .724 .717 .717 .714 .714 .711 .708 .708 .705 .702 .702 .698 .698 .698 .698 .695 .695 .692 .692 .692 .692 .692 .689 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 11. 481 459 446 424 443 433 433 420 446 439 436 433 430 427 417 411 408 405 398 398 395 392 392 385 392 385 392 395 405 389 452 455 446 446 SE1000C Environmental Logger 01/06 12:32 Unit# 01513 Test 5 Setups: INPUT INPUT 2 Type Mode I.D. Reference Linearity Scale factor Offset Delay mSEC Step 0 Elapsed Time 0.0000 0.0033 0.0066 0.0100 0.0133 0.0166 0.0200 0.0233 0.0266 0.0300 0.0333 0.0500 0.0666 0.0833 0.1000 0.1166 0.1333 0.1500 0.1666 0.1833 0.2000 0.2166 0.2333 0.2500 0.2666 0.2833 Level (F) TOC 02873 3.910 0.130 19.710 -0.040 50.000 12/18 06:59 INPUT 1 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 Level (F) TOC FWDTW1 22.830 0.120 19.920 0.030 50.000 :59 INPUT 2 27.566 27.566 27.566 27.566 27.566 27.566 27.566 27.566 27.566 27.572 27.566 27.560 27.566 27.566 27.566 27.566 27.572 27.566 27.572 27.566 27.566 27.572 27.566 27.572 27.566 27.566 0.3000 0.3166 0.3333 0.4166 0.5000 0.5833 0.6666 0.7500 0.8333 0.9166 1.0000 1.0833 1.1666 1.2500 1.3333 1.4166 1.5000 1.5833 1.6666 1.7500 1.8333 1.9166 2.0000 13.481 13.481 13.481 13.481 ~ 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 27.566 27.566 27.566 27.566 27.572 27.566 27.566 27.566 27.566 27.566 27.572 27.566 27.566 27.566 27.566 27.572 27.566 27.566 27.572 27.566 27.566 27.566 27.566 SE2000 Environmental Logger 12/21 16:14 Unit# 253 Test 5 Setups: INPUT INPUT 2 INPUT 3 INPUT 4 Type Mode I.D. Reference SG Linearity Scale factor Offset Delay mSEC Elapsed Time 0.0000 0.0083 0.0166 0.0250 0.0333 0.0416 0.0500 0.0583 0.0666 0.0750 0.0833 0.0916 0.1000 0.1083 0.1166 0.1250 0.1333 0.1416 0.1500 0.1583 0.1666 0.1750 0.1833 0.1916 0.2000 Level (F) TOG 0.000 50.000 0.010 10.056 -0.026 50.000 Step 0 INPUT 1 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 Level (F) TOG PW-2 13.715 1.000 0.004 10.003 -0.008 50.000 12/18 07: INPUT 2 13.914 13.904 13.898 13.888 13.901 13.901 13.895 13.898 13.904 13.907 13.895 13.895 13.895 13.888 13.888 13.891 13.898 13.904 13.901 13.888 13.895 13.891 13.901 13.898 13.885 Level (F) TOG PW-3 12.525 1.000 0.003 10.013 -0.133 50.000 00:55 INPUT 3 12.689 12.692 12.689 12.689 12.692 12.689 12.689 12.689 12.689 12.689 12.692 12.689 12.692 12.689 12.689 12.692 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 Level (F) TOG PW-1 11.815 1.000 0.010 10.056 -0.026 50.000 INPUT 4 11.424 11.417 11.420 11.427 11.424 11.430 11.427 11.427 11.430 11.424 11.427 11.427 11.420 11.420 11.427 11.424 11.427 11.427 11.424 11.427 11.420 11.427 11.427 11.414 11.427 0.2083 0.2166 0.2250 0.2333 0.2416 0.2500 0.2583 0.2666 0.2750 0.2833 0.2916 0.3000 0.3083 0.3166 0.3250 0.3333 0.3500 0.3666 0.3833 0.4000 0.4166 0.4333 0.4500 0.4666 0.4833 0.5000 0.5166 0.5333 0.5500 0.5666 0.5833 0.6000 0.6166 0.6333 0.6500 0.6666 0.6833 0.7000 0.7166 0.7333 0.7500 0.7666 0.7833 0.8000 0.8166 0.8333 0.8500 0.8666 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 13.888 13.891 13.888 13.901 13.888 13.898 13.888 13.898 13.895 13.891 13.891 13.891 13.914 13.888 13.901 13.888 13.895 13.888 13.885 13.891 13.901 13.888 13.891 13.888 13.891 13.910 13.891 13.891 13.904 13.901 13.888 13.888 13.888 13.885 13.904 13.888 13.888 13.888 13.885 13.888 13.898 13.885 13.888 13.901 13.888 13.885 13.888 13.885 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.692 12.689 12.689 12.689 12.689 12.689 12.689 12.689 11.424 11.424 11.427 11.420 11.424 11.427 11.424 11.420 11.424 11.424 11.424 11.417 11.420 11.427 11.417 11.427 11.420 11.427 11.427 11.420 11.411 11.427 11.427 11.417 11.420 11.427 11.427 11.420 11.424 11.427 11.424 11.411 11.427 11.427 11.424 11.424 11.424 11.430 11.420 11.424 11.427 11.427 11.427 11.424 11.430 11.427 11.424 11.427 0.8833 0.9000 0.9166 0.9333 0.9500 0.9666 0.9833 1.0000 1.2000 1.4000 1.6000 1.8000 2.0000 0.028 0.028 0.028 0.028 ' 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 13.901 13.891 13.888 13.885 13.891 13.895 13.891 13.910 13.898 13.882 13.888 13.885 13.898 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 11.420 11.417 11.427 11.430 11.424 11.424 11.424 11.427 11.427 11.424 11.430 11.427 11.420 SE1000C Environmental Logger 01/06 12:33 Unit# 01513 Test 6 Setups: INPUT 1 INPUT 2 Type Mode I.D. Reference Linearity Scale factor Offset Delay mSEC Step 0 Elapsed Time 0.0000 0.0033 0.0066 0.0100 0.0133 0.0166 0.0200 0.0233 0.0266 0.0300 0.0333 0.0500 0.0666 0.0833 0.1000 0.1166 0.1333 0.1500 0.1666 0.1833 0.2000 0.2166 0.2333 0.2500 0.2666 0.2833 0.3000 0.3166 Level (F) TOG 02873 3.910 0.130 19.710 -0.040 50.000 12/18 07:13 INPUT 1 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 Level (F) TOC FWDTW1 22.830 0.120 19.920 0.030 50.000 :59 INPUT 2 27.875 41.325 28.563 27.414 31.105 29.825 31.584 31.502 32.813 32.025 32.504 33.242 33.053 33.015 32.920 32.939 32.775 32.813 32.920 32.889 32.775 32.876 32.813 32.958 32.605 32.901 33.065 32.750 0.3333 0.4166 0.5000 0.5833 0.6666 0.7500 0.8333 0.9166 1.0000 1.0833 1.1666 1.2500 1.3333 1.4166 1.5000 1.5833 1.6666 1.7500 1.8333 1.9166 2.0000 2.5000 3.0000 3.5000 4.0000 4.5000 5.0000 5.5000 6.0000 6.5000 7.0000 7.5000 8.0000 8.5000 9.0000 9.5000 10.0000 12.0000 14.0000 16.0000 18.0000 20.0000 22.0000 24.0000 26.0000 28.0000 30.0000 32.0000 34.0000 36.0000 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 33.002 32.996 32.990 " 32.977 33.059 33.229 33.198 33.141 33.198 33.462 33.324 33.261 33.204 33.336 33.469 33.380 33.399 33.632 33.425 33.525 33.450 33.658 33.796 33.960 33.910 34.124 34.118 34.048 34.137 34.326 34.370 34.307 34.376 34.370 34.603 34.571 34.477 34.779 34.716 34.823 35.031 35.000 35.333 35.107 35.270 35.264 35.497 35.478 35.403 35.371 38.0000 40.0000 42.0000 44.0000 46.0000 48.0000 50.0000 52.0000 54.0000 56.0000 58.0000 60.0000 62.0000 64.0000 66.0000 68.0000 70.0000 72.0000 74.0000 76.0000 78.0000 80.0000 82.0000 84.0000 86.0000 88.0000 90.0000 92.0000 94.0000 96.0000 98.0000 100.000 110.000 120.000 130.000 140.000 150.000 160.000 170.000 180.000 190.000 200.000 210.000 220.000 230.000 240.000 13.481 13.481 13.481 .. 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 35.415 36.253 36.184 36.253 36.284 36.373 36.410 36.555 36.486 36.385 36.480 36.952 36.788 36.945 36.719 36.820 36.908 36.813 36.977 37.008 36.895 36.964 36.901 37.065 37.027 37.166 37.109 37.172 37.279 37.078 37.053 37.361 37.329 37.525 37.493 37.399 37.499 37.499 37.569 37.619 37.374 37.594 37.512 37.726 37.751 37.751 Setups: SE2000 Environmental Logger 12/21 16:17 Unit# 253 Test 6 INPUT 1 INPUT 2 INPUT 3 INPUT 4 Type Mode I.D. Reference SG Linearity Scale factor Offset Delay mSEC Elapsed Time 0.0000 0.0083 0.0166 0.0250 0.0333 0.0416 0.0500 0.0583 0.0666 0.0750 0.0833 0.0916 0.1000 0.1083 0.1166 0.1250 0.1333 0.1416 0.1500 0.1583 0.1666 0.1750 0.1833 0.1916 0.2000 Level (F) TOG 0.000 50.000 0.010 10.056 -0.026 50.000 Step 0 INPUT 1 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 Level (F) TOC PW-2 13.715 1.000 0.004 10.003 -0.008 50.000 12/18 07: INPUT 2 13.907 13.914 13.904 13.891 13.898 13.904 13.923 13.923 13.914 13.914 13.898 13.904 13.901 13.901 13.891 13.895 13.910 13.910 13.920 13.907 13.904 13.895 13.891 13.891 13.891 Level (F) TOC PW-3 12.525 1.000 0.003 10.013 -0.133 50.000 14:56 INPUT 3 12.689 12.689 12.692 12.689 12.692 12.692 12.689 12.689 12.692 12.689 12.692 12.689 12.689 12.686 12.689 12.689 12.686 12.689 12.689 12.686 12.689 12.689 12.689 12.689 12.689 Level (F) TOC PW-1 11.815 1.000 0.010 10.056 -0.026 50.000 INPUT 4 11.433 11.433 11.436 11.436 11.436 11.430 11.430 11.427 11.433 11.436 11.430 11.430 11.430 11.433 11.433 11.433 11.427 11.427 11.430 11.430 11.430 11.427 11.430 11.430 11.436 0.2083 0.2166 0.2250 0.2333 0.2416 0.2500 0.2583 0.2666 0.2750 0.2833 0.2916 0.3000 0.3083 0.3166 0.3250 0,3333 0.3500 0.3666 0.3833 0.4000 0.4166 0.4333 0.4500 0.4666 0.4833 0.5000 0.5166 0.5333 0.5500 0.5666 0.5833 0.6000 0.6166 0.6333 0.6500 0.6666 0.6833 0.7000 0.7166 0.7333 0.7500 0.7666 0.7833 0.8000 0.8166 0.8333 0.8500 0.8666 0.028 0.028 0.028 0.028 - 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 13.891 13.907 13.891 13.901 13.901 13.904 13.910 13.904 13.910 13.895 13.895 13.895 13.891 13.910 13.910 13.907 13.904 13.910 13.895 13.907 13.910 13.891 13.895 13.891 13.898 13.891 13.904 13.901 13.904 13.891 13.891 13.910 13.914 13.891 13.917 13.891 13.895 13.891 13.898 13.904 13.895 13.910 13.904 13.891 13.904 13.891 13.895 13.901 12.686 12.689 12.689 12.689 12.689 12.689 12.689 12.686 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 11.436 11.433 11.436 11.427 11.433 11.427 11.433 11.430 11.433 11.430 11.436 11.424 11.424 11.430 11.420 11.427 11.430 11.424 11.433 11.424 11.430 11.433 11.427 11.433 11.430 11.433 11.433 11.424 11.430 11.433 11.433 11.433 11.427 11.433 11.430 11.433 11.424 11.430 11.427 11.427 11.430 11.433 11.433 11.430 11.420 11.433 11.424 11.427 H H H H H H H H H H H H H H H H t - l r H H H H H H H H H H H H H H r - H H H H H H t H H H H H H H H H H H H H H r H H H H f - I H H H H r H t - « H H r H H H H H H H H H H H H H H H H H H H H H H H H r H f - l O O O O O O O O C O O O C O O O O O O O O O O O O O O ^ O O O O C D O O O O O > 0 0 ( D O O O O O O G O O O ^ O O O O C D O O O \ C O C O O O O S O > O \ ( n O N ( A C O O O O O O O C D O O rgr>irirgcNi(Nr>iMr^rsir\ir>)O)NN ) r i ( N ( N O J O J ( N ( N ™0 ) C N ™( N ™< N < N < N ) 0 ! ( > l ( N ™( N ™C N M < N M r > J C N n ) < N M o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o oooooooooooooooooooooooooooooooooooooooooooooooo n o v o n o \ o n o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o n o v o n o » o n o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o C O O H n m v D C O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 9.2000 9.4000 9.6000 9.8000 10.0000 12.0000 14.0000 16.0000 18.0000 20.0000 22.0000 24.0000 26.0000 28.0000 30.0000 32.0000 34.0000 36.0000 38.0000 40.0000 42.0000 44.0000 46.0000 48.0000 50.0000 52.0000 54.0000 56.0000 58.0000 60.0000 62.0000 64.0000 66.0000 68.0000 70.0000 72.0000 74.0000 76.0000 78.0000 80.0000 82.0000 84.0000 86.0000 88.0000 90.0000 92.0000 94.0000 96.0000 0.028 0.028 0.028 0.028 - 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028. 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 13.910 13.920 13.907 13.910 13.923 13.920 13.920 13.920 13.926 13.948 13.929 13.955 13.933 13.933 13.929 13.945 13.939 13.926 13.942 13.939 13.936 13.945 13.970 13.948 13.948 13.933 13.974 13.974 13.961 13.967 13.977 13.955 13.974 13.967 13.955 13.948 13.961 13.958 13.945 13.964 13.980 13.961 13.964 13.961 13.964 13.958 13.986 13.961 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.686 12.689 12.689 12.689 12.689 12.689 12.689 12.686 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.686 12.686 12.686 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.689 12.686 12.689 12.686 12.686 12.689 12.689 12.689 12.689 12.686 12.689 12.686 12.686 12.686 11.433 11.433 11.433 11.436 11.436 11.446 11.436 11.433 11.455 11.452 11.452 11.459 11.465 11.471 11.465 11.465 11.474 11.465 11.462 11.471 11.478 11.481 11.490 11.500 11.484 11.484 11.503 11.503 11.484 11.494 11.525 11.519 11.516 11.516 11.506 11.516 11.525 11.522 11.519 11.519 11.513 11.544 11.548 11.538 11.551 11.544 11.548 11.525 H H H H H H H H H H H V O n V O V O V O O t O t f t O t O l l O oooocooocor»r»h»r-r-r^ v o v 0 v O V 0 V O V O \ O \ O V O V O V O ( M < M r M f M r M ( N f M f M ( N < N r > > H H H H H H H H H H H H H H H H H H H H H H i ^Q ^Q flft QQ ^^ £Q QQ £Q £Q £Q QQ O J C N O J ( M f M N < N O J r » ) C N < N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O ooooooooooo ooooooooooo o . . . . . . . . . . • o i n o i n o i n o m o m c o O H n ^ r v o r - f f i O f M n O * H H H H H H H f » O I C M SE2000 Environmental Logger 12/21 16:21 Unit# 253 Test 7 Setups: INPUT 1 INPUT 2 INPUT 3 INPUT 4 Type Mode I.D. Reference SG Linearity Scale factor Offset Delay mSEC Elapsed Time 0.0000 0.0083 0.0166 0.0250 0.0333 0.0416 0.0500 0.0583 0.0666 0.0750 0.0833 0.0916 0.1000 0.1083 0.1166 0.1250 0.1333 0.1416 0.1500 0.1583 0.1666 0.1750 0.1833 0.1916 0.2000 Level (F) TOC 0.000 50.000 0.010 10.056 -0.026 50.000 Step 0 INPUT 1 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 Level (F) TOC PW-2 13.715 1.000 0.004 10.003 -0.008 50.000 12/18 11: INPUT 2 13.942 13.945 13.951 13.955 13.951 13.951 13.955 13.958 13.951 13.951 13.951 13.955 13.948 13.958 13.951 13.951 13.951 13.964 13.967 13.958 13.955 13.964 13.964 13.955 13.958 Level (F) TOC PW-3 12.525 1.000 0.003 10.013 -0.133 50.000 20:57 INPUT 3 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.679 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 Level (F) TOC PW-l 11.815 1.000 0.010 10.056 -0.026 50.000 INPUT 4 11.646 11.633 11.640 11.649 11.646 11.643 11.643 11.646 11.643 11.646 11.649 11.649 11.649 11.646 11.649 11.652 11.646 11.649 11.649 11.652 11.652 11.649 11.652 11.649 11.646 0.2083 0.2166 0.2250 0.2333 0.2416 0.2500 0.2583 0.2666 0.2750 0.2833 0.2916 0.3000 0.3083 0.3166 0.3250 0.3333 0.3500 0.3666 0.3833 0.4000 0.4166 0.4333 0.4500 0.4666 0.4833 0.5000 0.5166 0.5333 0.5500 0.5666 0.5833 0.6000 0.6166 0.6333 0.6500 0.6666 0.6833 0.7000 0.7166 0.7333 0.7500 0.7666 0.7833 0.8000 tf.8166 0.8333 0.8500 0.8666 ~* = 0.028 0.028 0.028 0.028 - 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 13.955 13.958 13.964 13.948 13.945 13.948 13.948 13.955 13.951 13.951 13.948 13.951 13.951 13.955 13.948 13.948 13.958 13.948 13.961 13.948 13.948 13.948 13.948 13.948 13.961 13.961 13.961 13.951 13.961 13.964 13.961 13.967 13.958 13.961 13.964 13.964 13.964 13.964 13.958 13.961 13.955 13.964 13.958 13.967 13.967 13.958 13.964 13.964 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.679 12.676 12.676 12.676 12.676 12.679 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 11.649 11.649 11.649 11.643 11.643 11.646 11.637 11.643 11.643 11.637 11.637 11.640 11.646 11.646 11.646 11.649 11.643 11.649 11.649 11.649 11.649 11.649 11.649 11.649 11.643 11.646 11.649 11.643 11.649 11.649 11.652 11.652 11.649 11.656 11.649 11.656 11.652 11.659 11.662 11.662 11.656 11.668 11.662 11.652 11.652 11.659 11.652 11.659 0.8833 0.9000 0.9166 0.9333 0.9500 0.9666 0.9833 1.0000 1.2000 1.4000 1.6000 1.8000 2.0000 2.2000 2.4000 2.6000 2.8000 3.0000 3.2000 3.4000 3.6000 3.8000 4.0000 4.2000 4.4000 4.6000 4.8000 5.0000 5.2000 5.4000 5.6000 5.8000 6.0000 6.2000 6.4000 6.6000 6.8000 7.0000 7.2000 7.4000 7.6000 7.8000 8.0000 8.2000 8.4000 8.6000 8.8000 9.0000 0.028 0.028 0.028 0.028 - 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 13.961 13.970 13.967 13.970 13.964 13.964 13.958 13.961 13.970 13.958 13.961 13.964 13.961 13.945 13.945 13.955 13.945 13.945 13.958 13.955 13.951 13.936 13.939 13.939 13.948 13.939 13.945 13.939 13.936 13.936 13.942 13.945 13.942 13.945 13.939 13.929 13.926 13.936 13.942 13.936 13.939 13.955 13.964 13.945 13.942 13.961 13.961 13.948 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.676 12.679 12.676 12.676 12.676 12.676 12.673 12.673 12.673 12.676 12.673 12.676 12.673 12.673 12.676 12.676 12.676 12.676 12.673 12.673 12.673 12.676 12.673 12.673 12.676 12.673 12.673 12.673 12.676 12.676 12.676 12.676 12.673 12.676 12.673 12.673 11.665 11.659 11.659 11.662 11.652 11.662 11.656 11.662 11.656 11.659 11.659 11.659 11.665 11.652 11.630 11.637 11.633 11.624 11.627 11.637 11.627 11.643 11.633 11.621 11.643 11.633 11.637 11.640 11.637 11.646 11.649 11.656 11.656 11.652 11.640 11.643 11.643 11.643 11.646 11.643 11.640 11.643 11.649 11.662 11.662 11.659 11.656 11.659 9.2000 9.4000 9.6000 9.8000 10.0000 12.0000 14.0000 16.0000 18.0000 20.0000 22.0000 24.0000 26.0000 28.0000 30.0000 32.0000 34.0000 36.0000 38.0000 40.0000 42.0000 44.0000 46.0000 48.0000 50.0000 52.0000 54.0000 56.0000 58.0000 60.0000 62.0000 64.0000 66.0000 68.0000 70.0000 72.0000 74.0000 76.0000 78.0000 80.0000 82.0000 84.0000 86.0000 88.0000 90.0000 92.0000 94.0000 96.0000 0.028 0.028 0.028 0.028 - 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 13.945 13.951 13.955 13.951 13.964 13.977 13.942 13.970 13.964 13.974 13.958 13.948 13.980 13.967 13.945 13.955 13.955 13.955 13.948 13.951 13.948 13.939 13.945 13.920 13.939 13.936 13.929 13.936 13.939 13.929 13.929 13.920 13.929 13.929 13.939 13.933 13.939 13.910 13.939 13.945 13.910 13.933 13.920 13.910 13.917 13.936 13.917 13.929 12.673 12.673 12.673 12.673 12.673 12.673 12.673 12.673 12.673 12.673 12.670 12.673 12.670 12.673 12.673 12.670 12.670 12.670 12.667 12.667 12.667 12.670 12.667 12.667 12.667 12.670 12.667 12.670 12.667 12.667 12.667 12.667 12.664 12.667 12.667 12.664 12.664 12.667 12.667 12.664 12.664 12.664 12.664 12.664 12.667 12.667 12.664 12.664 11.652 11.643 11.643 11.640 11.624 11.659 11.627 11.633 11.637 11.637 11.633 11.637 11.637 11.656 11.621 11.627 11.637 11.605 11.614 11.617 11.621 11.624 11.630 11.598 11.614 11.611 11.608 11.598 11.617 11.614 11.605 11.605 11.614 11.570 11.617 11.595 11.605 11.586 11.598 11.573 11.582 11.630 11.592 11.582 11.579 11.605 11.582 11.611 98. 100 115 130 145 160 175 0000 .000 .000 .000 .000 .000 .000 ~"" r - o 0 0 0 0 0 0 .028 .028 .028 .028 - .028 .028 .028 13 13 13 13 13 13 13 .917 .929 .923 .910 .907 .923 .876 12. 12. 12. 12. 12. 12. 12. 664 664 664 664 660 660 657 11. 11. 11. 11. 11. 11. 11. 611 582 589 570 592 567 506 UJ LU ov CD 21 Q >- CK i—i CD H m' vO_ CD_ WATER LEVEL VERSUS TIME FOUR WINDS SUPPLY WELLS *1, #2, AND #3 DEEP TEST WELL #1 FW-1 FW-3 FW-2 T————I————I————I————I————I————I————T -I————I————I———I———I————I————I————T 500 1500 TIME. IN MINUTES 2500 WATER LEVEL, IN FEET, ARBRITRARY DATUM H Ms n I—tz m CO 01 M rou ro01 G) 58 60 62 64 66 68 70 72 74 76 ni ~no ocorm o< mm mr coco HC CO m-H m Data for Pump Test We 11 Name: FWDT1 Aquifer T hi ckn tw s-(b): 300, Pumped Well Discharge(Q) = Radius of Pumping Well = Distance of Observation Well from Pumping Well Date of Test: 12-18-92 OO feet 2??. 7 00 cipm 0.33 feet O.33 feet Entry No '. ****** * .* 1 "\ 4 5 6 -T 8 9 10 1 1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Time? t) (min. ) ************ (-) OO7 0 . 0 1 3 O.O17 0 . 020 0 . 023 0 .027 0 . 030 0 . 033 0 . 050 0 . 067 0 . 083 0. 100 0 . 1 1 7 0. 133 0 . 1 50 O. 167 0 . 1 83 0 . 200 0 . 2 1 7 0 . 233 0 . 250 0 . 267 0 . 283 0 . 300 0.317 0.333 0 . 4 1 7 0 . 500 0 . 583 0 . 667 0.750 0 . 833 0.917 1 . 000 1 . 083 1.167 1 . 250 1 . 333 1.417 1 . 500 1 . 583 1.667 1 . 750 1 .833 1 .917 2 , 000 Drawdown ( 5) (ft.) ************ 0 . 6Bf? 3 . 230 1 . 950 3 . 70? 3.627 4 . 933 4 . 1 50 4 . 629 5.367 5. 1.79 5.140 5 . 045 5 . 064 4 . 900 4 . 938 5 . 045 5.014 4 . 900 5.001 4 . 938 5 . 083 4 . 730 5 . 026 5.190 4 . 875 5.127 5.121 5. 115 5 . 1 02 5. 184 5.354 5 . 323 5.266 5 . 323 5 . 587 5.449 5 . 386 5 . 329 5.461 5.594 5 . 505 5.524 5.757 5 . 550 5 . 650 5.575 t / d ( min . /HOI .ft. ) ************ * 6 . 43E-O2 1 . 19E-01 1 .56E-O1 1 .84E-O1 2. 11E-O1 2.43E-01 2.75E-01 3.03E-01 4.59E-01 6. 15E-X1. . 7.62E-O1 9. 18E-01 1 . 07E-I-OO 1 . 22E+OO 1 . 38E+OO 1 . 53E+00 1 . 68E+OO 1 .84E-I-OO 1 . 99E+00 2 . 1 4E+OO 2 . 30E+OO 2.45EMX. 2 . 60E+OO 2 . 75E+00 2.91E+00 3 . 06E+OO 3.83E+OO 4.59E+00 5 . 35E+00 6. 12E+OO 6 . 89E+00 7 . 65E+OO 8 . 42E+OO 9.18E+00 9.94E+00 1 . 07E+0 1 1.15E+01 1 .22E+01 1.30E+01 1 . 38E+0 1 1.45E+01 1 .53E+01 1.61E+01 1 ,68E+01 ! .76E-MM 1 .Q4E+01 47 2.500 5.783 2.30E+01 48 3.OOO 5.921 2.75EKH 49 3.500 6.0B5 3.21E+01 50 4.000 6.035 3.67E+01 51 4.500 6.249 4.13E+01 52 v&.000 6.243 4.59E+01 53 5.500 6.173 5.05E+01 54 6.000 6.262 5.51E+O1 55 6.500 6.451 5.97E4-01 56 7.000 - 6.495 6.43E4-01 57 7.500 6.432 6.89E+01 58 8.000 6.501 7.35EKH 59 8.500 6.495 7.81E401 60 9.000 6.728 8.26E+O1 61 9.500 6.696 8.72E+O1 62 10.000 6.602 9.18E+01 63 12.000 6.904 1.10E+O2 64 14.000 6.841 1.29E+02 65 16.OOO 6.948 1.47E+02 66 18.000 7.156 1,65EM02 67 20.000 7. 125 J. . 84E+02 68 22.000 7. 458 2.02E-K>2 69 24.000 7.232 2.20E+02 70 26.000 7.375 2.39E+02 71 28.000 7.389 2.57E+02 72 30.000 7.622 2.75E+02 73 32.OOO 7.603 2.9^- •ov 74 34.000 7.528 3,'.?.F' '•"••'' 75 36.000 7 . -a ~-. 3.' E K'2 76 38.000 7.3'1-:1 3.49E+02 77 4d.OOO 3.378 3.67E+02 78 -l':. OOO 8.309 3.86E+02 79 --,.OOO 8.378 4.04E+02 00 46.000 8.409 4.22E+02 8.' 48.000 8.498 4.41E+02 82 50.000 8.535 4.59E+02 S3 52.000 8.680 4.7SE+02 84 54.000 8.611 4.96E+02 '85 56.000 8.510 5.14E+02 86 58. OOO 8.605 5.33E+-02 87 60.000 9.077 5.51E+02 88 62.000 8.913 5.69E+02 89 64.000 9.070 5.88E+02 90 66.000 8.844 6.06E+02 91 68.000 8.945 6.24E+02 92 70.000 9.033 6.43E+02 93 72.000 8.938 6.61E+02 94 74.000 9.102 6.80E+02 95 76.000 9.133 6.9BE+02 76 78.000 9.020 7.16E+02 97 80.000 9.089 7.35E+02 98 82.000 9.026 7.53E+02 99 84.000 9.190 7.71E+02 100 86.000 9.152 7.90E+02 101 88.000 9.291 8.08E+02 102 90.000 9.234 8.26E+02 103 92.000 9.297 8.45E+02 104 94.000 9.404 8.63E+02 105 96.000 9.203 8.82E+02 106 98.000 9.178 9.00E+02 107 108 109 110 111 112 113 114 115 116 117 113 119 120 121 1 00 . 000 110. 000 1 20.000 1 3O . OOO ^T4n . OOO 1 50 . ooo 1 60 . 000 1 70 . 000 1 80 . 000 1 90 . 000 200 . 000 210. 000 220 . 000 230 . 000 240 . 000 9.486 9.454 9 X«='l"» . O«J'.' 9.618 9 . 524 9 . 624 9 . 624 9.694 9.744 9.499 9.719 9.637 9.851 9.876 9.876 9. 1BE+02. 1 .01E+03 1 . 10E+O3 1.19E+03 1 ^Op-hO"7, J. . ^- • u. ~ *-• •-.' 1 .38E+03 1 . 47E+03 1 : 56E+03 1 .65E-I-03 1 .74EH-O3 1 .84E+03 1 .93E+03 2 . 02E+O3 2.11E-«-03 2 . 20E+03 G> log UCUb.B) o , fc 1 • , b oe. ^ 0 21 51 ro • 1 i 8 & a i i o•r * e * _ a a e e 1 rfooea ! — • » U T » . - | ^ — ii • a e • ° P -4 *• • •* • £ « 2 - * i 51* s P s i i -» « — • " • • • J V i i i i I 7 H « H r B, ~ 9 V 9 9 i - 7 8 8 1 9 8 > f o -» o fl — ** — I * • • 1 8 ! ! '. >. 10 § i § § _* § M g LJ * o — * ro • - - - 8 ^ O ^ Q ^ O 5 • joo 9 Bo| _ OQ Q Lf) KD SLOPE A 2.3Q/ (2.1) (8613.8 ft3/davl (4) (3.14) (13.6 ft) 115.9 ft2/day or 867 gal/day/ft 0.001 2 3 4 6678? 2 3 4 B6789 2 3 4 B67B91 2 3 4 56789' 2 3 4 567B91 2 3 4 56789 0.01 0.1 10 100 1000 TIME, IN MINUTES Data for Pump Test Well Name: BAPTIST Date of Test: 12-18-92 Aquifer Thickrjess (b): 300.00 feet Pumped Well Discharge(Q) = 44.75 gpm Radius of Pumping Well = 0.25 feet. Distance of Observation Well from Pumping Well = O.25 feet Entry No. ******* 1 2 ? 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Time(t) ( m i n . ) ************ 0 . OO7 O.010 0.013 0.017 0 . 02O 0 .023 0 . 027 0 . 030 0 . 033 0 . 050 0 . 067 0 . 083 0 . 1 OO 0. 117 0 . 1 33 0.150 0. 167 0.183 0 . 200 0.217 0 . 233 0 . 250 0 . 267 0 . 283 0 . 300 0.317 0 . 333 0.417 0 . 500 0 . 583 0.667 0 . 750 0.833 O.917 1.000 1 .083 1.167 1 . 250 1 . 333 1.417 1 . 500 1 . 583 1.667 1 .750 1.833 1.917 Drawdown (s) (ft. ) ************ 0 . 857 1 .454 0 . 927 0 .450 0 . 298 0 . 463 0.762 0 . 934 1 . 086 1.689 2.266 2.786 3 . 269 3 . 700 4.151 4.538 5.032 5.419 5.774 6.148 6.529 6.884 7.169 7.492 7.815 8.119 8 . 386 9.710 10.799 1 1 . 698 12.464 13.129 13.692 13.837 13.844 13.857 13.876 13.958 14.255 14.578 14.875 15.173 15.463 15.710 15.912 16.064 (mif *** 1 1 2 23 3 4 4 5 8 1 1 1 12 2 2 2 3 .J> 3 4 4 4 4 er 5 6 8 9 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 t / d (min./sq.ft.) ************* 1.12E-O1 1.60E-01 .08E-01 2.72E-O1 3.20E-O1 3.68E-01 4.32E-01 4.80E-01 5.28E-01 8.QOE-01 1.07E+00 1.33E+00 1.60E+00 1.87E+00 2.13E+00 2.40E+00 2.67E+00 2.93E-MX> 3.20E+00 3.47E+00 3.73E+00 4.OOE+OO 4.27E+00 4.53E+00 4.80E+OO 5.07E+OO 5.33E+OO 6.67E+00 8.OOE+OO 9.33E+00 1.07E+01 1 .20E-MM 1.33E+01 1.47E+01 1.60E+01 1.73E+01 1.87E+01 2.00E+01 2.13E+01 2.27E+01 2.40E+01 2.53E+01 2.67E+01 2.80E+01 2.93E+01 3.07E+01 "47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 2.000 2 . 500 3 . OOO 3 . 500 4 . 000 4.500 5 . 000 5 . 500 6 . 000 6 . 500 7 . 000 7 . 500 8 . OOO 8 . 50O 9 . 000 9 . 500 1 0 . 000 1 2 . 000 1 4 . OOO 16.000 1 8 . 000 20 . 000 22 . 000 24 .000 26 . OOO 28 . 000 30 . 000 32 . 000 34 . 000 36 . 000 38 . OOO 40 . 000 42.000 44 . 000 46.000 48 . 000 50 . OOO 52 . 000 54 . 000 56 . 000 58 . 000 60 . 000 62 . 000 64 . 000 66.000 68 . 000 70.000 72 . 000 74 . 000 76 . 000 78 . 000 80 . 000 82 . 000 84.000 86 . 000 88.000 90 . 000 16.229 16.918 17.285 17.455 17.588 1 7 . 689 17.816 1 7 . 803 1 7 . 854 17.872 17.929 17.961 17.929 17.974 17.974 18.037 18.031 18.144 18.214 18.239 18.334 18.321 18.384 18.416 18.448 18.479 18.467 18.517 1 8 . 523 18.568 1 8 . 568 18.586 18.662 18.656 18.650 18.681 18.732 18.707 18.789 18.776 18.801 18.814 18.846 18.865 18.852 18.909 18.871 18.890 18.884 18.934 18.997 19.023 18.985 19.029 19.023 19.004 19.029 3.20E+O1 4.0OE+O1 4.80E+01 5 . 60E+0 1 6.40E+01 7.20EKH 8.OOE+01 8.80E+01 9.60E+01 1 . 04E+O2 1 . 12E+02 1 . 20E+02 1 .2SE+02 1 . 36E+02 1 . 44E+02 1 . 52E+02 1 . 60E+02 1 . 92E+O2 2.24E+02 2.56E-K>2 2 . 88E+02 3 . 20E+02 3 . 52E+O2 3.84E+O2 4. 16E+02 4.48E+02 4 . BOE+02 5. 12E+02 5.44E+02 5 . 76E+02 6 . O8E+O2 6 . 40E+02 6.72E+02 7.04E+02 7 . 36E+02 7.68E+02 8 . OOE+02 8 . 32E+02 8.64E+02 8 . 96E+02 9.28E+02 9 . 60E+O2 9 . 92E+02 1 . 02E+03 1 . 06E+03 1 .09E+03 1 .12E+03 1 . 15E+03 1 .18E+03 1 . 22E+03 1.25E+03 1 .28E+03 1 .31E+03 1.34E+03 1 . 38E+03 1.41E+03 1 . 44E+03 -104 105 106 107 108 109 110 111 112 113 114 115 116 117 92, 94. 96, 98. 100, 120, 130. 1 40 , 150. 1 60 , 170. 19, 19. 000 000 000 000 000 000 000 000 000 ooo 000 ooo 465 465 19.042 19.099 19.061 19.073 19.099 19.143 19.206 19.244 19.320 19.364 19.395 19.465 19.465 19.465 1 . 47E+03 1.5QE+03 1.54E+03 1.57E+03 1 .60E+03 1.76E+03 1 .92E+03 2.08E+03 2.24E+03 2.4OE+O3 2.56E+03 2.72E+03 3.11E+02 3.11E+02 BAPTIST AQUIFEw TEST -2.00 1.38 0.38 ao -0.62 -1.62 -0.E2 -1.00 0.48 log t 0.00 1.00 2.00 3.00 1 1.4B 1 2.00 0<00« A^ulf.r ThUI. - 3.8ME««2 ft Slontlvlly • 2.4OE-01 U«ki«t F..tor - 2.BME>« ft * - Typ* Curve Ctif. U.tyi r/8 - a. 10 • - O.U 1 2.48 1 3.48 ft 1.00 0.00 -1.00 4.48 log 1/1) APPENDIX VI AQUIFER TEST DATA: CRUSHER WELL, BAKERY WELL AND CURVE MATCHING GRAPHS SE1000C Environmental Logger 01/06 12:41 Unit# 01513 Test 9 Setups: INPUT 1 INPUT 2 Type Mode I.D. Reference Linearity Scale factor Offset Delay mSEC Step 0 Elapsed Time 0.0000 0.0033 0.0066 0.0100 0.0133 0.0166 0.0200 0.0233 0.0266 0.0300 0.0333 0.0500 0.0666 0.0833 0.1000 0.1166 0.1333 0.1500 0.1666 0.1833 0.2000 0.2166 0.2333 0.2500 0.2666 0.2833 0.3000 Level (F) TOG 02873 3.910 0.130 19.710 -0.040 50.000 12/18 18:4 INPUT 1 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 Level (F) TOG CRUSHER 22.830 0.120 19.920 0.030 50.000 3:56 INPUT 2 4.181 4.181 4.181 4.181 4.366 4.607 4.575 4.461 4.442 4.423 4.442 4.455 4.506 4.614 4.626 4.614 4.614 4.614 4.607 4.658 4.632 4.652 4.665 4.645 4.665 4.683 4.671 0.3166 0.3333 0.4166 0.5000 0.5833 0.6666 0.7500 0.8333 0.9166 1.0000 1.0833 1.1666 1.2500 1.3333 1.4166 1.5000 1.5833 1.6666 1.7500 1.8333 1.9166 2.0000 2.5000 3.0000 3.5000 4.0000 4.5000 5.0000 5.5000 6.0000 6.5000 7.0000 7.5000 8.0000 8.5000 9.0000 9.5000 10.0000 12.0000 14.0000 16.0000 18.0000 20.0000 22.0000 24.0000 26.0000 28.0000 30.0000 32.0000 13.481 13.481 13.481 13.481 - 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 4.665 4.696 4.702 4.721 4.715 4.747 4.721 4.772 4.753 4.760 4.772 4.810 4.798 4.785 4.785 4.798 4.817 4.804 4.817 4.817 4.823 4.810 4.842 4.886 4.880 4.874 4.931 4.912 4.924 4.969 4.950 4.969 5.001 4.981 5.020 5.026 5.020 5.045 5.071 5.096 5.134 5.160 5.198 5.198 5.217 5.255 5.280 5.306 5.324 34.0000 36.0000 38.0000 40.0000 42.0000 44.0000 46.0000 48.0000 50.0000 52.0000 54.0000 56.0000 58.0000 60.0000 62.0000 64.0000 66.0000 68.0000 70.0000 72.0000 74.0000 76.0000 78.0000 80.0000 82.0000 84.0000 86.0000 88.0000 90.0000 92.0000 94.0000 96.0000 98.0000 100.000 110.000 120.000 130.000 140.000 150.000 160.000 170.000 180.000 190.000 200.000 210.000 220.000 230.000 240.000 250.000 13.481 13.481 13.481 13.481 " 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 5.331 5.381 5.394 5.413 5.445 5.439 5.483 5.489 5.521 5.553 5.546 5.546 5.572 5.578 5.629 5.629 5.667 5.642 5.686 5.718 5.693 5.724 5.762 5.781 5.781 5.750 5.794 5.794 5.845 5.845 5.851 5.864 5.889 5.902 5.940 6.016 6.079 6.111 6.175 6.232 6.257 6.302 6.359 6.391 6.429 6.486 6.505 6.543 6.568 260.000 270.000 280.000 290.000 300.000 310.000 320.000 330.000 340.000 350.000 360.000 370.000 380.000 390.000 400.000 410.000 420.000 430.000 440.000 450.000 460.000 470.000 480.000 490.000 500.000 510.000 520.000 530.000 540.000 550.000 560.000 570.000 580.000 590.000 600.000 610.000 620.000 630.000 640.000 650.000 660.000 670.000 680.000 690.000 700.000 710.000 13.481 13.481 13.481 13.481 - 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 13.481 6.619 6.625 6.657 6.708 6.753 6.746 6.771 6.829 6.854 6.860 6.905 6.911 6.943 6.955 7.006 7.032 7.032 7.070 7.095 7.121 7.108 7.139 7.152 7.171 7.197 7.203 7.228 7.266 7.273 7.285 7.342 7.323 7.349 7.374 7.393 7.437 7.450 7.450 7.501 7.501 7.539 7.552 7.539 7.565 7.590 7.596 CRUSHEK AQUIFER TEST COOPER-JACOB ANALYSIS LU LJ U_ O Q CK® Q i i i i i I B67B9 4 667B91 I I i i i | 6 6789' T 2 3 4 66789n C\l" 4 B67B9 T 3 3 4 0.1 1 100 1000 TIME, IN MINUTES Data for Pump Test Well Name: CRUSHER Aquifer Thickness (b): 300.00 feet Pumped Well Discharge(Q) = 46.00 gpm Radius of Pumping Well = 0.33 feet Distance of Observation Well from Pumping Well Date of Test: 12-18-93 0.33 feet Entry No. ******** 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 Time(t) (min. ) ************ 0.013 0.017 0.020 0.023 0.027 0.030 0.033 0.050 0.067 0.083 0.100 0.117 0.133 0.150 0.167 0.183 0.200 0.217 0.233 0.250 0.267 0.283 0.300 0.317 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 1.083 1.167 1.250 1.333 1.417 1.500 1.583 1.667 1.750 1.833 1.917 2.000 2.500 3.000 Drawdown (s) (ft.) ************ 0.185 0.426 0.394 0.280 0.261 0.242 0.261 0.274 0.325 0.433 0.445 0.433 0.433 0.433 0.426 0.477 0.451 0.471 0.484 0.464 0.484 0.502 0.490 0.484 0.515 0.521 0.540 0.534 0.566 0.540 0.591 0.572 0.579 0.591 0.629 0.617 0.604 0.604 0.617 0.636 0.623 0.636 0.636 0.642 0.629 0.661 0.705 t / d (min. /sq.ft. ) ************* 1.19E-01 1.56E-01 1.84E-01 2.11E-01 2.48E-01 2.75E-01 3.03E-01 4.59E-01 6.15E-01 7.62E-01 9.18E-01 1.07E+00 1.22E+00 1.38E+00 1.53E+00 1.68E+00 1.84E-I-00 1.99E+00 2.14E-»-00 2.30E+00 2.45E+00 2.60E+00 2.75E+00 2.91E+00 3.06E+00 3.83E+00 4.59E+00 5.35E+00 6.12E+00 6.89E+00 7.65E+00 8.42E+00 9.18E+00 9.94E+00 1.07E+01 1.15E+01 1.22E+01 1.30E+01 1.38E+01 1.45E+01 1.53E+01 1.61E+01 1.68E+01 1.76E+01 1.84E+01 2.30E+01 2.75E+01 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 3.500 4.000 4.500 5.000 5.500 6.000 6.500 7.000 7.500 8.000 ' 8.500 9.000 9.500 10.000 12.000 14.000 16.000 18.000 20.000 22.000 24.000 26.000 28.000 30.000 32.000 34.000 36.000 38.000 40.000 42.000 44.000 46.000 48.000 50.000 52.000 54.000 56.000 58.000 60.000 62.000 64.000 66.000 68.000 70.000 72.000 74.000 76.000 78.000 80.000 82.000 84.000 86.000 88.000 90.000 92.000 94.000 96.000 98.000 100.000 110.000 0.699 0.693 0.750 0.731 0.743 0.788 0.769 0.788 0.820 0.800 0.839 0.845 0.839 0.864 0.890 0.915 0.953 0.979 1.017 1.017 1.036 1.074 1.099 1.125 1.143 1.150 1.200 1.213 1.232 1.264 1.258 1.302 1.308 1.340 1.372 1.365 1.365 1.391 1.397 1.448 1.448 1.486 1.461 1.505 1.537 1.512 1.543 1.581 1.600 1.600 1.569 1.613 1.613 1.664 1.664 1.670 1.683 1.708 1.721 1.759 3.21E+01 3.67E+01 4.13E+01 4.59E+01 5.05E+01 5.51E+01 5.97E+01 6.43E+01 6.89E+01 7.35E+01 7.81E+01 8.26E+01 8.72E+01 9.18E+01 1.10E+02 1.29E+02 1.47E+02 1.65E+02 1.84E+02 2.02E+02 2.20E+02 2.39E+02 2.57E+02 2.75E+02 2.94E+02 3.12E+02 3.31E+02 3.49E+02 3.67E+02 3.86E+02 4.04E-I-02 4.22E+02 4.41E+02 4.59E+02 4.78E+02 4.96E+02 5.14E+02 5.33E+02 5.51E+02 5.69E+02 5.88E+02 6.06E+02 6.24E+02 6.43E+02 6.61E+02 6.80E+02 6.98E+02 7.16E+02 7.35E+02 7.53E+02 7.71E+02 7.90E+02 8.08E+02 8.26E+02 8.45E+02 8.63E+02 8.82E+02 9.00E+02 9.18E+02 1.01E+03 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 120.000 130.000 140.000 150.000 160.000 170.000 180.000 190.000 200.000 210.000 220.000 230.000 240.000 250.000 260.000 270.000 280.000 290.000 300.000 310.000 320.000 330.000 340.000 350.000 360.000 370.000 380.000 390.000 400.000 410.000 420.000 430.000 440.000 450.000 460.000 470.000 480.000 490.000 500.000 510.000 520.000 530.000 540.000 550.000 560.000 570.000 580.000 590.000 600.000 610.000 620.000 630.000 640.000 650.000 660.000 670.000 680.000 690.000 700.000 710.000 1.835 1.898 1.930 1.994 2.051 2.076 2.121 2.178 2.210 2.248 2.305 2.324 2.362 2.387 2.438 2.444 2.476 2.527 2.572 2.565 2.590 2.648 2.673 2.679 2.724 2.730 2.762 2.774 2.825 2.851 2.851 2.889 2.914 2.940 2.927 2.958 2.971 2.990 3.016 3.022 3.047 3.085 3.092 3.104 3.161 3.142 3.168 3.193 3.212 3.256 3.269 3.269 3.320 3.320 3.358 3.371 3.358 3.384 3.409 3.415 1.10E+03 1.19E+03 1.29E+03 1.38E+03 1.47E+03 1.56E+03 1.65E+03 1.74E+03 1.84E+03 1.93E+03 2.02E+03 2.11E+03 2.20E+03 2.30E+03 2.39E+03 2.48E+03 2.57E+03 2.66E-I-03 2.75E+03 2.85E+03 2.94E+03 3.03E+03 3.12E+03 3.21E+03 3.31E+03 3.40E+03 3.49E+03 3.58E+03 3.67EH-03 3.76E+03 3.86E+03 3.95E+03 4.04E-t-03 4.13E+03 4.22E+03 4.32E+03 4.41E+03 4.50E+03 4.59E+03 4.68E+03 4.78E+03 4.87E+03 4.96E+03 5.05E+03 5.14E+03 5.23E+03 5.33E+03 5.42E+03 5.51E+03 5.60E-I-03 5.69E+03 5.79E+03 5.88E+03 5.97E+03 6.06E+03 6.15E-I-03 6.24E+03 6.34E+03 6.43E+03 6.52E+03 8 n § 8 LU X CO a o S U § 8 % «' e 8 I OB • oari aa V a o * foe » « * {:• * * •c n N - i i i i f 353 lilt S f«• 3 8 CM J a G> Oi o o CMi O 8! ' SE2000 Environmental Logger 12/21 16:25 Unit# 253 Setups: INPUT INPUT Test 8 INPUT INPUT Type Mode I.D. Reference SG Linearity Scale factor Offset Delay mSEC Elapsed Time 0.0000 1.0000 2.0000 3.0000 4.0000 5.0000 6.0000 7.0000 8.0000 9.0000 10.0000 11.0000 12.0000 13.0000 14.0000 15.0000 16.0000 17.0000 18.0000 19.0000 20.0000 21.0000 22.0000 23.0000 24.0000 Level (F) TOC 0.000 50.000 0.010 10.056 -0.026 50.000 Step 0 INPUT 1 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 Level (F) TOC •«fc=^ 13.715 1.000 0.004 10.003 -0.008 50.000 12/18 16: INPUT 2 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 Level (F) TOC «te3- 12.525 1.000 0.003 10.013 -0.133 50.000 11:58 INPUT 3 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 Level (F) TOC Iskxit^y 11.815 1.000 0.010 10.056 -0.026 50.000 INPUT 4 11.522 11.522 11.519 11.522 11.519 11.522 11.522 11.522 11.522 11.522 11.522 11.525 11.525 11.525 11.525 11.525 11.528 11.528 11.528 11.528 11.528 11.525 11.528 11.532 11.528 25.0000 26.0000 27.0000 28.0000 29.0000 30.0000 31.0000 32.0000 33.0000 34.0000 35.0000 36.0000 37.0000 38.0000 39.0000 40.0000 41.0000 42.0000 43.0000 44.0000 45.0000 46.0000 47.0000 48.0000 49.0000 50.0000 51.0000 52.0000 53.0000 54.0000 55.0000 56.0000 57.0000 58.0000 59.0000 60.0000 61.0000 62.0000 63.0000 64.0000 65.0000 66.0000 67.0000 68.0000 69.0000 70.0000 71.0000 72.0000 0.028 0.028 0.028 0.028 ' 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 11.532 11.532 11.532 11.532 11.535 11.535 11.535 11.538 11.535 11.535 11.535 11.535 11.538 11.538 11.538 11.538 11.538 11.538 11.538 11.538 11.538 11.538 11.541 11.541 11.538 11.541 11.541 11.541 11.541 11.541 11.541 11.541 11.541 11.544 11.544 11.541 11.541 11.544 11.541 11.544 11.544 11.544 11.544 11.541 11.544 11.544 11.544 11.544 73.0000 74.0000 75.0000 76.0000 77.0000 78.0000 79.0000 80.0000 81.0000 82.0000 83.0000 84.0000 85.0000 86.0000 87.0000 88.0000 89.0000 90.0000 91.0000 92.0000 93.0000 94.0000 95.0000 96.0000 97.0000 98.0000 99.0000 100.000 101.000 102.000 103.000 104.000 105.000 106.000 107.000 108.000 109.000 110.000 111.000 112.000 113.000 114.000 115.000 116.000 117.000 118.000 119.000 120.000 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 11.541 11.544 11.541 11.541 11.541 11.544 11.541 11.544 11.541 11.544 11.544 11.544 11.544 11.541 11.544 11.544 11.544 11.548 11.544 11.544 11.544 11.548 11.544 11.544 11.548 11.548 11.544 11.548 11.544 11.544 11.544 11.544 11.544 11.548 11.548 11.544 11.548 11.544 11.544 11.548 11.548 11.548 11.548 11.548 11.548 11.548 11.551 11.551 121.000 122.000 123.000 124.000 125.000 126.000 127.000 128.000 129.000 130.000 131.000 132.000 133.000 134.000 135.000 136.000 137.000 138.000 139.000 140.000 141.000 142.000 143.000 144.000 145.000 146.000 147.000 148.000 149.000 150.000 151.000 152.000 153.000 154.000 155.000 156.000 157.000 158.000 159.000 160.000 161.000 162.000 163.000 164.000 165.000 166.000 167.000 168.000 0.028 0.028 0.028 0.028 - 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 11.551 11.551 11.551 11.551 11.551 11.551 11.551 11.554 11.554 11.554 11.554 11.554 11.554 11.554 11.554 11.557 11.554 11.557 11.557 11.557 11.557 11.557 11.557 11.557 11.557 11.560 11.557 11.560 11.560 11.557 11.557 11.560 11.557 11.557 11.560 11.560 11.560 11.560 11.560 11.560 11.560 11.560 11.560 11.563 11.560 11.563 11.563 11.563 169.000 170.000 171.000 172.000 173.000 174.000 175.000 176.000 177.000 178.000 179.000 180.000 181.000 182.000 183.000 184.000 185.000 186.000 187.000 188.000 189.000 190.000 191.000 192.000 193.000 194.000 195.000 196.000 197.000 198.000 199.000 200.000 201.000 202.000 203.000 204.000 205.000 206.000 207.000 208.000 209.000 210.000 211.000 212.000 213.000 214.000 215.000 216.000 0.028 0.028 0.028 0.028 - 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 11.563 11.563 11.563 11.563 11.563 11.563 11.563 11.563 11.567 11.567 11.567 11.567 11.567 11.567 11.567 11.567 11.570 11.570 11.570 11.570 11.570 11.570 11.570 11.570 11.570 11.573 11.573 11.573 11.573 11.573 11.576 11.576 11.576 11.576 11.579 11.579 11.579 11.579 11.582 11.582 11.582 11.582 11.582 11.586 11.586 11.586 11.589 11.589 217.000 218.000 219.000 220.000 221.000 222.000 223.000 224.000 225.000 226.000 227.000 228.000 229.000 230.000 231.000 232.000 233.000 234.000 235.000 236.000 237.000 238.000 239.000 240.000 241.000 242.000 243.000 244.000 245.000 246.000 247.000 248.000 249.000 250.000 251.000 252.000 253.000 254.000 255.000 256.000 257.000 258.000 259.000 260.000 261.000 262.000 263.000 264.000 0.028 0.028 0.028 0.028 - 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 11.589 11.589 11.589 11.592 11.592 11.592 11.595 11.595 11.595 11.595 11.595 11.598 11.598 11.598 11.598 11.602 11.602 11.602 11.605 11.602 11.605 11.605 11.605 11.605 11.608 11.605 11.608 11.608 11.608 11.611 11.611 11.611 11.611 11.611 11.614 11.614 11.614 11.617 11.617 11.617 11.621 11.621 11.621 11.621 11.621 11.624 11.624 11.624 265.000 266.000 267.000 268.000 269.000 270.000 271.000 272.000 273.000 274.000 275.000 276.000 277.000 278.000 279.000 280.000 281.000 282.000 283.000 284.000 285.000 286.000 287.000 288.000 289.000 290.000 291.000 292.000 293.000 294.000 295.000 296.000 297.000 298.000 299.000 300.000 301.000 302.000 303.000 304.000 305.000 306.000 307.000 308.000 309.000 310.000 311.000 312.000 0.028 0.028 0.028 0.028 - 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 11.627 11.627 11.627 11.630 11.630 11.630 11.630 11.630 11.633 11.633 11.633 11.633 11.633 11.633 11.637 11.637 11.637 11.637 11.637 11.637 11.637 11.637 11.640 11.640 11.640 11.640 11.640 11.643 11.643 11.643 11.643 11.643 11.643 11.643 11.646 11.646 11.646 11.649 11.649 11.649 11.652 11.652 11.652 11.652 11.656 11.656 11.656 11.656 313.000 314.000 315.000 316.000 317.000 318.000 319.000 320.000 321.000 322.000 323.000 324.000 325.000 326.000 327.000 328.000 329.000 330.000 331.000 332.000 333.000 334.000 335.000 336.000 337.000 338.000 339.000 340.000 341.000 342.000 343.000 344.000 345.000 346.000 347.000 348.000 349.000 350.000 351.000 352.000 353.000 354.000 355.000 356.000 357.000 358.000 359.000 360.000 0.028 0.028 0.028 0.028 - 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28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 11.691 11.691 11.691 11.691 11.694 11.694 11.694 11.694 11.694 11.694 11.697 11.694 11.697 11.697 11.697 11.700 11.697 11.700 11.700 11.700 11.700 11.700 11.700 11.703 11.703 11.700 11.703 11.703 11.703 11.706 11.706 11.706 11.710 11.710 11.710 11.710 11.710 11.710 11.713 11.713 11.713 11.713 11.713 11.713 11.716 11.716 11.716 11.716 409.000 410.000 411.000 412.000 413.000 414.000 415.000 416.000 417.000 418.000 419.000 420.000 421.000 422.000 423.000 424.000 425.000 426.000 427.000 428.000 429.000 430.000 431.000 432.000 433.000 434.000 435.000 436.000 437.000 438.000 439.000 440.000 441.000 442.000 443.000 444.000 445.000 446.000 447.000 448.000 449.000 450.000 451.000 452.000 453.000 454.000 455.000 456.000 0.028 0.028 0.028 0.028 - 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0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 11.805 11.805 11.805 11.805 11.805 11.805 11.808 11.805 11.808 11.808 11.811 11.811 11.811 11.811 11.811 11.815 11.811 11.815 11.815 11.815 11.815 11.815 11.818 11.818 11.818 11.818 11.818 11.821 11.821 11.821 11.821 11.821 11.821 11.824 11.824 11.824 11.824 11.824 11.827 11.827 11.827 11.827 11.827 11.830 11.830 11.830 11.830 11.830 601.000 602.000 603.000 604.000 605.000 606.000 607.000 608.000 609.000 610.000 611.000 612.000 613.000 614.000 615.000 616.000 617.000 618.000 619.000 620.000 621.000 622.000 623.000 624.000 625.000 626.000 627.000 628.000 629.000 630.000 631.000 632.000 633.000 634.000 635.000 636.000 637.000 638.000 639.000 640.000 641.000 642.000 643.000 644.000 645.000 646.000 647.000 648.000 0.028 0.028 0.028 0.028 - 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 11.834 11.834 11.834 11.834 11.834 11.834 11.837 11.837 11.837 11.837 11.840 11.840 11.840 11.840 11.840 11.840 11.840 11.840 11.840 11.840 11.840 11.843 11.840 11.843 11.843 11.843 11.843 11.843 11.843 11.846 11.846 11.846 11.846 11.846 11.846 11.849 11.849 11.849 11.849 11.853 11.849 11.853 11.853 11.853 11.853 11.853 11.853 11.856 649.000 650.000 651.000 652.000 653.000 654.000 655.000 656.000 657.000 658.000 659.000 660.000 661.000 662.000 663.000 664.000 665.000 666.000 667.000 668.000 669.000 670.000 671.000 672.000 673.000 674.000 675.000 676.000 677.000 678.000 679.000 680.000 681.000 682.000 683.000 684.000 685.000 686.000 687.000 688.000 689.000 690.000 691.000 692.000 693.000 694.000 695.000 696.000 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 11.856 11.856 11.856 11.859 11.859 11.859 11.859 11.862 11.862 11.862 11.862 11.862 11.862 11.865 11.865 11.865 11.865 11.865 11.869 11.869 11.869 11.869 11.869 11.872 11.872 11.872 11.872 11.875 11.875 11.875 11.878 11.878 11.878 11.881 11.881 11.881 11.884 11.884 11.884 11.884 11.888 11.888 11.888 11.888 11.888 11.891 11.891 11.891 697.000 698.000 699.000 700.000 701.000 702.000 703.000 704.000 705.000 706.000 707.000 708.000 709.000 710.000 711.000 712.000 713.000 714.000 715.000 716.000 717.000 718.000 719.000 720.000 721.000 722.000 723.000 724.000 725.000 726.000 727.000 728.000 729.000 730.000 731.000 732.000 733.000 734.000 735.000 736.000 737.000 738.000 739.000 740.000 741.000 742.000 743.000 744.000 0.028 0.028 0.028 0.028 - 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 11.894 11.894 11.894 11.894 11.894 11.897 11.897 11.897 11.897 11.897 11.900 11.900 11.900 11.900 11.903 11.903 11.903 11.903 11.907 11.907 11.907 11.907 11.910 11.910 11.910 11.910 11.913 11.913 11.913 11.913 11.916 11.916 11.916 11.916 11.919 11.919 11.919 11.919 11.919 11.923 11.923 11.923 11.923 11.926 11.926 11.926 11.929 11.929 745.000 746.000 747.000 748.000 749.000 750.000 751.000 752.000 753.000 754.000 755.000 756.000 757.000 758.000 759.000 760.000 761.000 762.000 763.000 764.000 765.000 766.000 767.000 768.000 769.000 770.000 771.000 772.000 773.000 774.000 775.000 776.000 777.000 778.000 779.000 780.000 781.000 782.000 783.000 784.000 785.000 786.000 787.000 788.000 789.000 790.000 791.000 792.000 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 28.848 28.848 28.848 - 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 11.932 11.932 11.932 11.932 11.935 11.935 11.935 11.935 11.935 11.938 11.938 11.938 11.938 11.938 11.938 11.942 11.942 11.942 11.945 11.945 11.945 11.948 11.948 11.948 11.948 11.948 11.948 11.951 11.951 11.951 11.951 11.951 11.954 11.954 11.954 11.954 11.954 11.958 11.958 11.958 11.958 11.958 11.961 11.961 11.961 11.961 11.961 11.964 793.000 794.000 795.000 796.000 797.000 798.000 799.000 800.000 801.000 802.000 803.000 804.000 805.000 806.000 807.000 808.000 809.000 810.000 811.000 812.000 813.000 814.000 815.000 816.000 817.000 818.000 819.000 820.000 821.000 822.000 823.000 824.000 825.000 826.000 827.000 828.000 829.000 830.000 831.000 832.000 833.000 834.000 835.000 836.000 837.000 838.000 839.000 840.000 0.028 0.028 0.028 0.028 - 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 11.964 11.964 11.964 11.964 11.967 11.967 11.967 11.967 11.967 11.967 11.970 11.970 11.970 11.970 11.973 11.973 11.973 11.973 11.977 11.977 11.977 11.980 11.980 11.980 11.980 11.983 11.983 11.983 11.986 11.986 11.986 11.986 11.989 11.989 11.989 11.989 11.992 11.992 11.992 11.992 11.996 11.996 11.999 11.999 11.999 11.999 12.002 12.002 841.000 842.000 843.000 844.000 845.000 846.000 847.000 848.000 849.000 850.000 851.000 852.000 853.000 854.000 855.000 856.000 857.000 858.000 859.000 860.000 861.000 862.000 863.000 864.000 865.000 866.000 867.000 868.000 869.000 870.000 871.000 872.000 873.000 874.000 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.028 28.848 28.848 28.848 ~ 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 28.848 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 26.756 12.002 12.002 12.005 12.005 12.005 12.008 12.008 12.008 12.012 12.012 12.012 12.012 12.015 12.015 12.015 12.018 12.018 12.021 12.018 12.021 12.021 12.021 12.024 12.024 12.024 12.027 12.027 12.027 12.031 12.031 12.031 12.031 12.031 12.031 Q QL h- I-H &. DO LU UJ Ll. UJ 01 LL) OD CD" CD NO CD" CD CD CD CM CD" CD CD CD0 UATER LEVEL VERSUS TIME CRUSHER AQUIFER TEST BAKERY OBS WELL START TEST T T 200 400 600 TIME. IN MINUTES 800 1000 in LU LU LL n• " «s> CRUSHER AQUIFER TEST COOPER-JACOB ANALYSIS BAKERY OBS. WELL T 2 T 3 T 4 n—i i i i i 6 6 7 B 9 T 2 I I I I | 6 7 8 9 T 2 "T 4 ~r 6 6 7 8 9 10 100 1000 TIME, IN MINUTES Data for Pump Test Well Name: BAKERY Date of Test: 12-18-92 Aquifer Thickness (b): 300.00 feet Pumped Well Discharge(Q) = 46.00 gpro Radius of Pumping Well = 0.33 feet Distance of Observation Well from Pumping Well = 300.00 feet Entry No. ******** 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 - Time(t) (min. ) ************ 5.000 6.000 7.000 8.000 9.000 10.000 11.000 12.000 13.000 14.000 15.000 16.000 17.000 18.000 19.000 20.000 21.000 22.000 23.000 24.000 25.000 26.000 27.000 28.000 29.000 30.000 31.000 32.000 33.000 34.000 35.000 36.000 37.000 38.000 39.000 40.000 41.000 42.000 43.000 44.000 45.000 46.000 47.000 48.000 49.000 50.000 51.000 Drawdown (s) (ft.) ************ 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.006 0.003 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.016 0.016 0.016 0.016 0.016 0.019 0.019 0.019 2 t / d (min. /sq.ft. ) ************* 5.56E-05 6.67E-05 7.78E-05 8.89E-05 l.OOE-04 1.11E-04 1.22E-04 1.33E-04 1.44E-04 1.56E-04 1.67E-04 1.78E-04 1.89E-04 2.00E-04 2.11E-04 2.22E-04 2.33E-04 2.44E-04 2.56E-04 2.67E-04 2.78E-04 2.89E-04 3.00E-04 3.11E-04 3.22E-04 3.33E-04 3.44E-04 3.56E-04 3.67E-04 3.78E-04 3.89E-04 4.00E-04 4.11E-04 4.22E-04 4.33E-04 4.44E-04 4.56E-04 4.67E-04 4.78E-04 4.89E-04 5.00E-04 5.11E-04 5.22E-04 5.33E-04 5.44E-04 5.56E-04 5.67E-04 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 52.000 53.000 54.000 55.000 56.000 57.000 58.000 59.000 60.000 61.000 - 62.000 63.000 64.000 65.000 66.000 67.000 68.000 69.000 70.000 71.000 72.000 73.000 74.000 75.000 76.000 77.000 78.000 79.000 80.000 81.000 82.000 83.000 84.000 85.000 86.000 87.000 88.000 89.000 90.000 91.000 92.000 93.000 94.000 95.000 96.000 97.000 98.000 99.000 100.000 101.000 102.000 103.000 104.000 105.000 106.000 107.000 108.000 109.000 110.000 111.000 0.019 0.022 0.022 0.022 0.022 0.025 0.025 0.025 0.025 0.025 0.029 0.029 0.029 0.032 0.032 0.032 0.032 0.032 0.035 0.035 0.035 0.038 0.038 0.038 0.038 0.038 0.041 0.041 0.041 0.041 0.045 0.045 0.045 0.048 0.045 0.048 0.048 0.048 0.048 0.051 0.048 0.051 0.051 0.051 0.054 0.054 0.054 0.054 0.054 0.057 0.057 0.057 0.060 0.060 0.060 0.064 0.064 0.064 0.064 0.064 5.78E-04 5.89E-04 6.00E-04 6.11E-04 6.22E-04 6.33E-04 6.44E-04 6.56E-04 6.67E-04 6.78E-04 6.89E-04 7.00E-04 7.11E-04 7.22E-04 7.33E-04 7.44E-04 7.56E-04 7.67E-04 7.78E-04 7.89E-04 8.00E-04 8.11E-04 8.22E-04 8.33E-04 8.44E-04 8.56E-04 8.67E-04 8.78E-04 8.89E-04 9.00E-04 9.11E-04 9.22E-04 9.33E-04 9.44E-04 9.56E-04 9.67E-04 9.78E-04 9.89E-04 l.OOE-03 1.01E-03 1.02E-03 1.03E-03 1.04E-03 1.06E-03 1.07E-03 1.08E-03 1.09E-03 1.10E-03 1.11E-03 1.12E-03 1.13E-03 1.14E-03 1.16E-03 1.17E-03 1.18E-03 1.19E-03 1.20E-03 1.21E-03 1.22E-03 1.23E-03 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 112.000 113.000 114.000 115.000 116.000 117.000 118.000 119.000 120.000 121.000 122.000 123.000 124.000 125.000 126.000 127.000 128.000 129.000 130.000 131.000 132.000 133.000 134.000 135.000 136.000 137.000 138.000 139.000 140.000 141.000 142.000 143.000 144.000 145.000 146.000 147.000 148.000 149.000 150.000 151.000 152.000 153.000 154.000 155.000 156.000 157.000 158.000 159.000 160.000 161.000 162.000 163.000 164.000 165.000 166.000 167.000 168.000 169.000 170.000 171.000 0.067 0.067 0.067 0.070 0.070 0.070 0.073 0.073 0.073 0.073 0.073 0.076 0.076 0.076 0.076 0.076 0.076 0.080 0.080 0.080 0.080 0.080 0.080 0.080 0.080 0.083 0.083 0.083 0.083 0.083 0.086 0.086 0.086 0.086 0.086 0.086 0.086 0.089 0.089 0.089 0.092 0.092 0.092 0.095 0.095 0.095 0.095 0.099 0.099 0.099 0.099 0.102 0.102 0.105 0.102 0.105 0.108 0.108 0.108 0.108 1.24E-03 1.26E-03 1.27E-03 1.28E-03 1.29E-03 1.30E-03 1.31E-03 1.32E-03 1.33E-03 1.34E-03 1.36E-03 1.37E-03 1.38E-03 1.39E-03 1.40E-03 1.41E-03 1.42E-03 1.43E-03 1.44E-03 1.46E-03 1.47E-03 1.48E-03 1.49E-03 1.50E-03 1.51E-03 1.52E-03 1.53E-03 1.54E-03 1.56E-03 1.57E-03 1.58E-03 1.59E-03 1.60E-03 1.61E-03 1.62E-03 1.63E-03 1.64E-03 1.66E-03 1.67E-03 1.68E-03 1.69E-03 1.70E-03 1.71E-03 1.72E-03 1.73E-03 1.74E-03 1.76E-03 1.77E-03 1.78E-03 1.79E-03 1.80E-03 1.81E-03 1.82E-03 1.83E-03 1.84E-03 1.86E-03 1.87E-03 1.88E-03 1.89E-03 1.90E-03 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 172.000 173.000 174.000 175.000 176.000 177.000 178.000 179.000 180.000 181.000 - 182.000 183.000 184.000 185.000 186.000 187.000 188.000 189.000 190.000 191.000 192.000 193.000 194.000 195.000 196.000 197.000 198.000 199.000 200.000 201.000 202.000 203.000 204.000 205.000 206.000 207.000 208.000 209.000 210.000 211.000 212.000 213.000 214.000 215.000 216.000 217.000 218.000 219.000 220.000 221.000 222.000 223.000 224.000 225.000 226.000 227.000 228.000 229.000 230.000 231.000 0.111 0.108 0.111 0.111 0.111 0.111 0.114 0.114 0.114 0.114 0.114 0.114 0.114 0.114 0.118 0.118 0.118 0.118 0.121 0.121 0.121 0.121 0.124 0.124 0.124 0.124 0.127 0.127 0.127 0.127 0.130 0.130 0.130 0.130 0.130 0.130 0.134 0.134 0.134 0.134 0.134 0.134 0.134 0.137 0.137 0.137 0.137 0.137 0.137 0.140 0.137 0.140 0.140 0.140 0.143 0.140 0.143 0.143 0.143 0.143 1.91E-03 1.92E-03 1.93E-03 1.94E-03 1.96E-03 1.97E-03 1.98E-03 1.99E-03 2.00E-03 2.01E-03 2.02E-03 2.03E-03 2.04E-03 2.06E-03 2.07E-03 2.08E-03 2.09E-03 2.10E-03 2.11E-03 2.12E-03 2.13E-03 2.14E-03 2.16E-03 2.17E-03 2.18E-03 2.19E-03 2.20E-03 2.21E-03 2.22E-03 2.23E-03 2.24E-03 2.26E-03 2.27E-03 2.28E-03 2.29E-03 2.30E-03 2.31E-03 2.32E-03 2.33E-03 2.34E-03 2.36E-03 2.37E-03 2.38E-03 2.39E-03 2.40E-03 2.41E-03 2.42E-03 2.43E-03 2.44E-03 2.46E-03 2.47E-03 2.48E-03 2.49E-03 2.50E-03 2.51E-03 2.52E-03 2.53E-03 2.54E-03 2.56E-03 2.57E-03 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 232.000 233.000 234.000 235.000 236.000 237.000 238.000 239.000 240.000 241.000 242.000 243.000 244.000 245.000 246.000 247.000 248.000 249.000 250.000 251.000 252.000 253.000 254.000 255.000 256.000 257.000 258.000 259.000 260.000 261.000 262.000 263.000 264.000 265.000 266.000 267.000 268.000 269.000 270.000 271.000 272.000 273.000 274.000 275.000 276.000 277.000 278.000 279.000 280.000 281.000 282.000 283.000 284.000 285.000 286.000 287.000 288.000 289.000 290.000 291.000 0.143 0.143 0.146 0.146 0.143 0.146 0.146 0.146 0.149 0.149 0.149 0.153 0.153 0.153 0.153 0.153 0.153 0.156 0.156 0.156 0.156 0.156 0.156 0.159 0.159 0.159 0.159 0.159 0.162 0.162 0.162 0.162 0.162 0.165 0.165 0.165 0.165 0.165 0.169 0.169 0.169 0.172 0.169 0.172 0.172 0.172 0.172 0.172 0.172 0.172 0.175 0.175 0.175 0.175 0.178 0.178 0.178 0.178 0.178 0.181 2.58E-03 2.59E-03 2.60E-03 2.61E-03 2.62E-03 2.63E-03 2.64E-03 2.66E-03 2.67E-03 2.68E-03 2.69E-03 2.70E-03 2.71E-03 2.72E-03 2.73E-03 2.74E-03 2.76E-03 2.77E-03 2.78E-03 2.79E-03 2.80E-03 2.81E-03 2.82E-03 2.83E-03 2.84E-03 2.86E-03 2.87E-03 2.88E-03 2.89E-03 2.90E-03 2.91E-03 2.92E-03 2.93E-03 2.94E-03 2.96E-03 2.97E-03 2.98E-03 2.99E-03 3.00E-03 3.01E-03 3.02E-03 3.03E-03 3.04E-03 3.06E-03 3.07E-03 3.08E-03 3.09E-03 3.10E-03 3.11E-03 3.12E-03 3.13E-03 3.14E-03 3.16E-03 3.17E-03 3.18E-03 3.19E-03 3.20E-03 3.21E-03 3.22E-03 3.23E-03 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 292.000 293.000 294.000 295.000 296.000 297.000 298.000 299.000 300.000 301.000 302.000 303.000 304.000 305.000 306.000 307.000 308.000 309.000 310.000 311.000 312.000 313.000 314.000 315.000 316.000 317.000 318.000 319.000 320.000 321.000 322.000 323.000 324.000 325.000 326.000 327.000 328.000 329.000 330.000 331.000 332.000 333.000 334.000 335.000 336.000 337.000 338.000 339.000 340.000 341.000 342.000 343.000 344.000 345.000 346.000 347.000 348.000 349.000 350.000 351.000 0.181 0.181 0.181 0.181 0.184 0.184 0.184 0.184 0.188 0.188 0.188 0.188 0.191 0.191 0.191 0.194 0.194 0.194 0.194 0.194 0.197 0.197 0.197 0.200 0.200 0.200 0.200 0.200 0.203 0.203 0.203 0.203 0.207 0.207 0.207 0.207 0.207 0.207 0.207 0.210 0.210 0.210 0.213 0.213 0.213 0.213 0.213 0.216 0.216 0.216 0.216 0.219 0.216 0.219 0.219 0.219 0.223 0.219 0.223 0.223 3.24E-03 3.26E-03 3.27E-03 3.28E-03 3.29E-03 3.30E-03 3.31E-03 3.32E-03 3.33E-03 3.34E-03 3.36E-03 3.37E-03 3.38E-03 3.39E-03 3.40E-03 3.41E-03 3.42E-03 3.43E-03 3.44E-03 3.46E-03 3.47E-03 3.48E-03 3.49E-03 3.50E-03 3.51E-03 3.52E-03 3.53E-03 3.54E-03 3.56E-03 3.57E-03 3.58E-03 3.59E-03 3.60E-03 3.61E-03 3.62E-03 3.63E-03 3.64E-03 3.66E-03 3.67E-03 3.68E-03 3.69E-03 3.70E-03 3.71E-03 3.72E-03 3.73E-03 3.74E-03 3.76E-03 3.77E-03 3.78E-03 3.79E-03 3.80E-03 3.81E-03 3.82E-03 3.83E-03 3.84E-03 3.86E-03 3.87E-03 3.88E-03 3.89E-03 3.90E-03 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 352.000 353.000 354.000 355.000 356.000 357.000 358.000 359.000 360.000 361.000 ' 362.000 363.000 364.000 365.000 366.000 367.000 368.000 369.000 370.000 371.000 372.000 373.000 374.000 375.000 376.000 377.000 378.000 379.000 380.000 381.000 382.000 383.000 384.000 385.000 386.000 387.000 388.000 389.000 390.000 391.000 392.000 393.000 394.000 395.000 396.000 397.000 398.000 399.000 400.000 401.000 402.000 403.000 404.000 405.000 406.000 407.000 408.000 409.000 410.000 411.000 0.223 0.223 0.226 0.226 0.226 0.226 0.226 0.226 0.229 0.229 0.229 0.229 0.232 0.229 0.232 0.232 0.232 0.232 0.232 0.232 0.232 0.232 0.235 0.235 0.235 0.235 0.235 0.238 0.238 0.238 0.238 0.238 0.238 0.238 0.242 0.242 0.242 0.242 0.245 0.245 0.245 0.245 0.245 0.245 0.245 0.245 0.248 0.245 0.245 0.248 0.248 0.248 0.248 0.248 0.248 0.248 0.248 0.251 0.248 0.251 3.91E-03 3.92E-03 3.93E-03 3.94E-03 3.96E-03 3.97E-03 3.98E-03 3.99E-03 4.00E-03 4.01E-03 4.02E-03 4.03E-03 4.04E-03 4.06E-03 4.07E-03 4.08E-03 4.09E-03 4.10E-03 4.11E-03 4.12E-03 4.13E-03 4.14E-03 4.16E-03 4.17E-03 4.18E-03 4.19E-03 4.20E-03 4.21E-03 4.22E-03 4.23E-03 4.24E-03 4.26E-03 4.27E-03 4.28E-03 4.29E-03 4.30E-03 4.31E-03 4.32E-03 4.33E-03 4.34E-03 4.36E-03 4.37E-03 4.38E-03 4.39E-03 4.40E-03 4.41E-03 4.42E-03 4.43E-03 4.44E-03 4.46E-03 4.47E-03 4.48E-03 4.49E-03 4.50E-03 4.51E-03 4.52E-03 4.53E-03 4.54E-03 4.56E-03 4.57E-03 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 412.000 413.000 414.000 415.000 416.000 417.000 418.000 419.000 420.000 421.000 422.000 423.000 424.000 425.000 426.000 427.000 428.000 429.000 430.000 431.000 432.000 433.000 434.000 435.000 436.000 437.000 438.000 439.000 440.000 441.000 442.000 443.000 444.000 445.000 446.000 447.000 448.000 449.000 450.000 451.000 452.000 453.000 454.000 455.000 456.000 457.000 458.000 459.000 460.000 461.000 462.000 463.000 464.000 465.000 466.000 467.000 468.000 469.000 470.000 471.000 0.251 0.254 0.254 0.254 0.254 0.254 0.258 0.254 0.258 0.258 0.258 0.258 0.258 0.261 0.261 0.261 0.261 0.261 0.264 0.264 0.264 0.264 0.264 0.264 0.267 0.267 0.267 0.267 0.267 0.270 0.270 0.270 0.270 0.270 0.273 0.273 0.273 0.273 0.273 0.277 0.277 0.277 0.277 0.277 0.277 0.280 0.280 0.280 0.280 0.283 0.283 0.283 0.283 0.283 0.283 0.283 0.283 0.283 0.283 0.283 4.58E-03 4.59E-03 4.60E-03 4.61E-03 4.62E-03 4.63E-03 4.64E-03 4.66E-03 4.67E-03 4.68E-03 4.69E-03 4.70E-03 4.71E-03 4.72E-03 4.73E-03 4.74E-03 4.76E-03 4.77E-03 4.78E-03 4.79E-03 4.80E-03 4.81E-03 4.82E-03 4.83E-03 4.84E-03 4.86E-03 4.87E-03 4.88E-03 4.89E-03 4.90E-03 4.91E-03 4.92E-03 4.93E-03 4.94E-03 4.96E-03 4.97E-03 4.98E-03 4.99E-03 5.00E-03 5.01E-03 5.02E-03 5.03E-03 5.04E-03 5.06E-03 5.07E-03 5.08E-03 5.09E-03 5.10E-03 5.11E-03 5.12E-03 5.13E-03 5.14E-03 5.16E-03 5.17E-03 5.18E-03 5.19E-03 5.20E-03 5.21E-03 5.22E-03 5.23E-03 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 525 526 527 472. 473. 474. 475. 476. 477. 478. 479. 480. 481. 482. 483. 484. 485. 486. 487. 488. 489. 490. 491. 492. 493. 494. 495. 496. 497. 498. 499. 500. 501. 502. 503. 504. 505. 506. 507. 508. 509. 510. 511. 512. 513. 514. 515. 516. 517. 518. 519. 520. 521. 522. 523. 524. 525. 526. 527. 528. 529. 530. 531. 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 0.286 0.283 0.286 0.286 0.286 0.286 0.286 0.286 0.289 0.289 0.289 0.289 0.289 0.289 0.292 0.292 0.292 0.292 0.296 0.292 0.296 0.296 0.296 0.296 0.296 0.296 0.299 0.299 0.299 0.299 0.302 0.302 0.302 0.302 0.305 0.305 0.305 0.305 0.305 0.305 0.308 0.308 0.308 0.308 0.308 0.312 0.312 0.312 0.312 0.312 0.315 0.315 0.315 0.315 0.318 0.318 0.318 0.321 0.321 0.321 5.24E-03 5.26E-03 5.27E-03 5.28E-03 5.29E-03 5.30E-03 5.31E-03 5.32E-03 5.33E-03 5.34E-03 5.36E-03 5.37E-03 5.38E-03 5.39E-03 5.40E-03 5.41E-03 5.42E-03 5.43E-03 5.44E-03 5.46E-03 5.47E-03 5.48E-03 5.49E-03 5.50E-03 5.51E-03 5.52E-03 5.53E-03 5.54E-03 5.56E-03 5.57E-03 5.58E-03 5.59E-03 5.60E-03 5.61E-03 5.62E-03 5.63E-03 5.64E-03 5.66E-03 5.67E-03 5.68E-03 5.69E-03 5.70E-03 5.71E-03 5.72E-03 5.73E-03 5.74E-03 5.76E-03 5.77E-03 5.78E-03 5.79E-03 5.80E-03 5.81E-03 5.82E-03 5.83E-03 5.84E-03 5.86E-03 5.87E-03 5.88E-03 5.89E-03 5.90E-03 528 529 530 531 532 533 534 535 536 537 538 539 540 541 542 543 544 545 546 547 548 549 550 551 552 553 554 555 556 557 558 559 560 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579 580 581 582 583 584 585 586 587 532.000 533.000 534.000 535.000 536.000 537.000 538.000 539.000 540.000 541.000 542.000 543.000 544.000 545.000 546.000 547.000 548.000 549.000 550.000 551.000 552.000 553.000 554.000 555.000 556.000 557.000 558.000 559.000 560.000 561.000 562.000 563.000 564.000 565.000 566.000 567.000 568.000 569.000 570.000 571.000 572.000 573.000 574.000 575.000 576.000 577.000 578.000 579.000 580.000 581.000 582.000 583.000 584.000 585.000 586.000 587.000 588.000 589.000 590.000 591.000 0.324 0.324 0.324 0.327 0.327 0.327 0.327 0.331 0.331 0.331 0.331 0.331 0.334 0.334 0.334 0.337 0.337 0.337 0.337 0.337 0.340 0.340 0.340 0.340 0.340 0.343 0.343 0.343 0.343 0.346 0.346 0.346 0.346 0.350 0.350 0.350 0.350 0.353 0.353 0.353 0.353 0.356 0.356 0.356 0.356 0.359 0.359 0.359 0.359 0.362 0.362 0.362 0.362 0.362 0.366 0.366 0.366 0.366 0.369 0.369 5.91E-03 5.92E-03 5.93E-03 5.94E-03 5.96E-03 5.97E-03 5.98E-03 5.99E-03 6.00E-03 6.01E-03 6.02E-03 6.03E-03 6.04E-03 6.06E-03 6.07E-03 6.08E-03 6.09E-03 6.10E-03 6.11E-03 6.12E-03 6.13E-03 6.14E-03 6.16E-03 6.17E-03 6.18E-03 6.19E-03 6.20E-03 6.21E-03 6.22E-03 6.23E-03 6.24E-03 6.26E-03 6.27E-03 6.28E-03 6.29E-03 6.30E-03 6.31E-03 6.32E-03 6.33E-03 6.34E-03 6.36E-03 6.37E-03 6.38E-03 6.39E-03 6.40E-03 6.41E-03 6.42E-03 6.43E-03 6.44E-03 6.46E-03 6.47E-03 6.48E-03 6.49E-03 6.50E-03 6.51E-03 6.52E-03 6.53E-03 6.54E-03 6.56E-03 6.57E-03 588 589 590 591 592 593 594 595 596 597 598 599 600 592. 593. 594. 595. 596. .597. 598. 599. 600. 601. 602. 603. 604. 000 000 000 000 000 000 000 000 000 000 000 000 000 0.369 0.372 0.372 0.375 0.375 0.375 0.375 0.378 0.378 0.378 0.378 0.378 0.381 6.58E-03 6.59E-03 6.60E-03 6.61E-03 6.62E-03 6.63E-03 6.64E-03 6.66E-03 6.67E-03 6.68E-03 6.69E-03 6.70E-03 6.71E-03 BAKERY OBSERVATION WE_ 0.ee 1.1 e.06 ca2 -1.94 -1.61 log t 1.00 2.00 1 -0.61 3.00 4.00 A*uif*r Tkui. - a.me-az r v »rx«4 ft atari t. iv tiy - 1.«17C-a3 C»r. L««tyl r/fl - Th»l« - D.U 1 0.39 1.39 tog 1/U 2.39 Bjfew 0.00 -1.00 -2.00 -3.00 3.39 APPENDIX VII AQUIFER TEST DATA: RACETRACK WELL AND CURVE MATCHING GRAPH AQUIFER TEST DATA I ^*^*T^AC< WeLL RAOETItAOK iSElOOOC Eiiviroriiii«?M tal Logger" 04/01 17:38 Unittt 01513 ""S-.JT 2: Leve \ ferenct? .ineari ty ale factcjr fset .).. lay mSEC = p O O3/26 Ziapsed Time 0 . OOOO 0 . 0033 0 . 0066 O.O100 0.0133 O.0166 0 . 02OO 0 . 0233 0 . 0266 O . 0300 0 . 0333 0 . 0500 0 . O666 •' . 0833 V_- • 10OO 0.11 66 O. 1333 0 . 1 500 0.1666 0 . 1 833 O . 2000 0.2166 O . 2333 0 . 2500 0.2666 0 . 2833 0 . 3000 0.3166 O . 3333 0.4166 O . 5000 0.5833 0 . 6666 O.7500 0.8333 0.9166 1 . 0000 1 . 0833 1. 1666 .2500- x—i'.3333 1.4166 1 . 50'"'(") Test 4 ] Ttf* 39 . 640 0 . 1 20 1 9 . 920 O . O30 ^O (">(">("< O8 : 5 1 : 35 INPUT 2 4 1 . 4 1 0 38 . 846 --Q 7"7C? 40. 179 39.976 40. 135 40. 185 40.249 40 . 36? 40.445 40.471 40 . 782 41 . tO5 41 .416 4 1 . 568 41 .854 42.O76 42.317 42.526 42.729 42 . 9 1 9 43.103 43 . 338 43 . 490 43.674 43.807 44 . O04 44.143 44.276 45.018 45.613 46.171 46.671 47.109 47 . 470 47 . 837 48.103 48.413 48 . 704 48.894 49 . U 0 49.268 49 . 45« 1 . 5S33 1 . 6666 1 .730O 1 . 0333 -1.9166 2 . OOOO 2 . 5OOO 3 . OOOO 3 . 5000 4 . OOOO 4 . 5000 5 . OOOO 5 . 5OOO 6 . OOOO 6 . 500O 7 . OOOO 7 . 5OOO 8 . OOOO 8 . 5OOO Q . (">("> ('i(') 9 . 500O 1 O . OOOO 12 .OOOO 1 4 . OOOO 1 6 . OOOO 18. OOOO 20 . OOOO 22 . OOOO 24 . OOOO ^6 . OOOO _^8 . OOOO 3O . OOOO 32 . OOOO 34 . OOOO 36 . OOOO 38 . OOOO 40 . OOOO 42 . OOOO 44.OOOO 46 . OOOO 48 . OOOO 50 . OOOO 52 . OOOO 54 . OOOO 56 . OOOO 58 . OOOO 6O . OOOO 62 . OOOO 64 . OOOO 66 . OOOO 69 . OOOO 70 . OOOO 72 . OOOO 74 . OOOO 76.0000 3 . OOOO t*0 . OOOO 49.610 49 . 755 49.9 i 4 50.O34 50 - fW 50.249 50 . 755 5 1 . 1 48 51 .470 51 .730 51 .958 52 . 255 52 . 43« 52.653 52 . 8O5 52.944 53 . O96 53 . 229 53.31 1 53.394 53 . 337 53.412 53 . 602 53 . 868 54 . 260 54 . 67 1 54.974 55 . 347 55 . 536 55 . 752 55 . 960 56. 169 56.428 56.674 56 . 883 57. 142 57.413 57.773 58 . 9 SO 60 . 45 1 61 .694 62 . 325 62 . 962 63 . 524 64.104 64 . 728 65.334 65.9O1 66.424 66.884 67 . 344 67.785 68 . 207 68 . 554 69.146 70 . 009 70 . 550. 82 . OOOO 84 . OOOO 86 . OOOO 89 . OOO'"' 0 . OOOO _. 2 . OOOO 94 . OOOO 96 . OOOO 98 . OOOO 1 OO . OOO 10 5. OOO J 1 (.« . OOO 115. OOO 1 2<~> . OOO 1 25 . OOO 1 30 . 000 135. OOO 1 40 . OOO 1 45 . OOO 1 50 . OOO 155.000 1 6O . OOO 165.000 1 7O . OOO 1 75 . OOO 180. OOO 185. OOO 1 90 . OOO 1 95 . OOO 2OO . OOO 705 . OOO ^.10. OOO 2 15. OOO 220 . 000 225 . 000 23O . 000 235 . OOO 24O . OOO 2 45. OOO 25O . OOO 255 . OOO 260 . 000 265 . OOO 270 . 000 275. OOO 280 . OOO 285 . 000 290 . OOO 295 . OOO 300 . OOO 305 . OOO 3 10. OOO 315.000 320.000 325 . 000 330 . 000 7 1 . 658 72 . 395 73.O61 73 . 709 74 . 244 74. 64^ 75 . O93 75.514 75 . 929 76 . 376 77.291 7(:>. J J7 78 . 852 79. 122 79. 1O9 79.116 79. 109 79. 109 79 . 1 22 79.116 79 .116 79. 1 16 79. 116 79.116 79. 109 79. 109 79. 122 79.109 79 . 122 79.128 79. 116 79.1 16 79 . 1 35 79. 116 79. 122 79.122 79. 122 79.116 79.1O9 79.122 79.109 79. 31 6 79.122 79.116 79.116 79.122 79.122 79.116 79.109 79.116 79.116 79.122 79.109 79.109 79.128 79.109 79.109 340 . OOO 3 45. OOO 350 . 000 355 . OOO 360 . 000 365 . 000 70 . 000 ^-o75 . OOO 330 . OOO 385 . OOO 39O . OOO 395 . 000 4 4O5. 000 4 1 0 . OOO 4 15. OOO 42O . 000 425 . 000 43O . OOO 435 . OOO "4^4 U. O OH ' 4 45. OOO 450. OOO 455 . 000 46O . OOO 465 . OOO •'170. 000 475 . OOO 4 SO. 000 *85 . OOO 190 . OOO 495 . OOO 0 . 000 x_^5 . OOO d 1 0 . 000 79. 109 79 . J. 22 79.122 79. t 16 79.116 79 . 1 22 79 . 1 09 79 . f09 79. 122 79. 122 79 . I 09 79. 103 79. ] 03 79. 1O3 79. 116 79. 1O9 79. 128 79 .141 79 . J 35 79 . 1 35 ~-——7-?.-122 79.116 79. J <' lC-' 79. 116 79. 122 79. 116 79.141 79 . 1 23 79 .141 79 . 1 35 79 . 1 35 79. 147 79.135 79. 135 79.143 CD r" * r leg o • ro 8 , CO "1 8 I Iro 1 § o Q u «• ^ ; o o O • to \ "I u — • p f r •' M ro ^ • • _ i " : o I « i ' : f 1 ' * ? r ' 1 ft. • x" (A U U U — O (SJ \A M _• » 3 ^* R "• fi K "* S "* ft 1*1 |>> Pi P! 8 9 8 8 9 £ 'I X i o *° ' fQ \ " 8 \ i ! ^> 1« o» § fO •a 4>n r> ? 8 • Bo I g § Data for Pump Test Well Name: race trk Aquifer Thickness (b): 300.000 feet Pumped Well" Discharge(Q) = 31.400 gpm Radius of Pumping Well = 0.330 feet Distance of Observation Well from Pumping Well Date of Test: 3/26/92 0.330 feet Entry No. ******** 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 Time(t) (min. ) ************ 0.001 0.003 0.006 0.010 0.013 0.017 0.020 0.023 0.027 0.030 0.033 0.050 0.066 0.083 0.100 0.117 0.133 0.150 0.166 0.183 0.200 0.217 0.233 0.250 0.266 0.283 0.300 0.317 0.333 0.417 0.500 0.583 0.666 0.750 0.833 0.917 1.000 1.083 1.166 1.250 1.333 1.417 1.500 1.593 1.666 1.750 1.833 Drawdown (s) (ft.) ************ 1.770 0.001 0.140 0.540 0.340 0.490 0.550 0.610 0.730 0.800 0.830 1.140 1.460 1.780 1.930 2.210 2.440 2.680 2.890 3.090 3.280 3.460 3.700 3.850 4.030 4.170 4.360 4.500 4.640 5.380 5.970 6.530 7.030 7.470 7.830 8.200 8.460 8.770 9.060 9.250 9.470 9.630 9.820 9.970 10.120 10.270 10.390 t / d (min. /sq.ft. ) ************* 9.18E-03 2.75E-02 5.51E-02 9.18E-02 1.19E-01 1.56E-01 1.84E-01 2.11E-01 2.48E-01 2.75E-01 3.03E-01 4.59E-01 6.06E-01 7.62E-01 9.18E-01 1.07E+00 1.22E+00 1.38E+00 1.52E+00 1.68E+00 1.84E-I-00 1.99E+00 2.14E+00 2.30E+00 2.44E+00 2.60E-f-00 2.75E+00 2.91E+00 3.06E+00 3.83E+00 4.59E+00 5.35E+00 6.12E+00 6.89E+00 7.65E+00 8.42E+00 9.18E+00 9.94E+00 1.07E+01 1.15E+01 1.22E+01 1.30E+01 1.38E+01 1.46E+01 1.53E+01 1.61E+01 1.68E+01 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 1.917 2.000 2.500 3.000 3.500 — « 4.000 4.500 5.000 5.500 6.000 ' 6.500 7.000 7.500 8.000 8.500 9.000 9.500 10.000 12.000 14.000 16.000 18.000 20.000 22.000 24.000 26.000 28.000 30.000 32.000 34.000 36.000 38.000 40.000 42.000 44.000 46.000 48.000 50.000 52.000 54.000 56.000 58.000 60.000 62.000 64.000 66.000 68.000 70.000 72.000 74.000 76.000 78.000 80.000 82.000 84.000 86.000 88.000 90.000 92.000 94.000 10.510 10.610 11.120 11.510 11.830 12.090 12.320 12.620 12.800 13.010 13.170 13.300 13.460 13.590 13.670 13.750 13.750 13.770 13.960 14.230 14.620 15.030 15.330 15.710 15.900 16.110 16.320 16.530 16.790 17.030 17.240 17.500 17.770 18.130 19.340 20.810 22.050 22.690 23.320 23.880 24.460 25.090 25.690 26.260 26.780 27.240 27.700 28.140 28.570 28.910 29.510 30.370 30.910 32.020 32.750 33.420 34.070 34.600 34.790 35.450 1.76E+01 1.84E+01 2.30E+01 2.75E+01 3.21E+01 3.67E+01 4.13E+01 4.59E+01 5.05E+01 5.51E+01 5.97E+01 6.43E+01 6.89E+01 7.35E+01 7.81E+01 8.26E+01 8.72E+01 9.18E+01 1.10E+02 1.29E+02 1.47E+02 1.65E+02 1.84E+02 2.02E+02 2.20E+02 2.39E+02 2.57E+02 2.75E+02 2.94E+02 3.12E+02 3.31E+02 3.49E+02 3.67E+02 3.86E+02 4.04E+02 4.22E+02 4.41E+02 4.59E+02 4.78E+02 4.96E+02 5.14E+02 5.33E+02 5.51E+02 5.69E+02 5.88E+02 6.06E+02 6.24E+02 6.43E-f02 6.61E+02 6.80E+02 6.98E+02 7.16E+02 7.35E+02 7.53E+02 7.71E+02 7.90E+02 8.08E+02 8.26E+02 8.45E+02 8.63E+02 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 96.000 98.000 100.000 105.000 110.000 ^«115.000 120.000 125.000 130.000 135.000 * 140.000 145.000 150.000 155.000 160.000 165.000 170.000 175.000 180.000 185.000 190.000 195.000 200.000 205.000 210.000 215.000 220.000 225.000 230.000 235.000 240.000 245.000 250.000 255.000 260.000 265.000 270.000 275.000 280.000 285.000 290.000 295.000 300.000 305.000 310.000 315.000 320.000 325.000 330.000 335.000 340.000 345.000 350.000 355.000 360.000 365.000 370.000 375.000 380.000 385.000 35.870 36.290 36.740 37.640 38.480 39.210 39.480 39.470 39.480 39.470 39.470 39.480 39.480 39.480 39.480 39.480 39.480 39.470 39.470 39.480 39.470 39.480 39.490 39.480 39.480 39.500 39.480 39.480 39.480 39.480 39.480 39.470 39.480 39.470 39.480 39.480 39.480 39.480 39.480 39.480 39.480 39.470 39.480 39.480 39.480 39.470 39.470 39.490 39.470 39.470 39.470 39.480 39.480 39.480 39.480 39.480 39.470 39.470 39.480 39.480 8.82E4-02 9.00E+02 9.18E+02 9.64E+02 1.01E+03 1.06E+03 1.10E+03 1.15E+03 1.19E+03 1.24E+03 1.29E+03 1.33E+03 1.38E+03 1.42E+03 1.47E+03 1.52E+03 1.56E+03 1.61E+03 1.65E+03 1.70E+03 1.74E+03 1.79E+03 1.84E+03 1.88E+03 1.93E+03 1.97E+03 2.02E+03 2.07E+03 2.11E+03 2.16E+03 2.20E+03 2.25E+03 2.30E+03 2.34E+03 2.39E+03 2.43E+03 2.48E+03 2.53E+03 2.57E-I-03 2.62E+03 2.66E+03 2.71E+03 2.75E+03 2.80E+03 2.85E+03 2.89E+03 2.94E+03 2.98E+03 3.03E+03 3.08E+03 3.12E+03 3.17E+03 3.21E+03 3.26E+03 3.31E+03 3.35E+03 3.40E+03 3.44E+03 3.49E+03 3.54E+03 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 390.000 395.000 400.000 405.000 •—-•=410.000 415.000 420.000 425.000 430.000 435.000 440.000 445.000 450.000 455.000 460.000 465.000 470.000 475.000 480.000 485.000 490.000 495.000 500.000 505.000 510.000 39.470 39.460 39.460 39.460 39.480 39.470 39.490 39.500 39.500 39.500 39.480 39.480 39.470 39.480 39.480 39.480 39.500 39.490 39.500 39.500 39.500 39.510 39.500 39.500 39.500 3.58E+03 3.63E+03 3.67E+03 3.72E+03 3.76E+03 3.81E+03 3.86E+03 3.90E+03 • 3.95E+03 3.99E+03 4.04E+03 4.09E+03 4.13E+03 4.18E+03 4.22E+03 4.27E+03 4.32E+03 4.36E+03 4.41E+03 4.45E+03 4.50E-I-03 4.55E+03 4.59E+03 4.64E+03 4.68E+03 -3.ee 1.52 0.62 L.• ZD oo -0.48 -1.48 '——- -1.66 -2.ee -i.ee e.eo -e.66 1,00 do000' 0" * Oo+ 04 A«u z ^ 2 ^ §* isg S 5 - 2 § 2J. iO O.O Z Z. 5 «/l « UZ FOUR PROJECT: WELL NUMBER- HU-1______ DATE INSTALLED: __2/24/9_2_ 40 SURFACE < •^ ^c^ LEVATION )TAL DEPTH UJ Ui- ^ =»• il 2 0 o % « 5 ° S ! <. 7u t. u 4 (. ? : i t i J 5 c i 3 5 o e 2 o °- J W1 « (J ; u. o z : 0 u. 5 5 g b ? ^ r- W LU ? ^ •« .1 uz zO — > UJ .^ UJ ^ •^ "7 «$ •*^ liffi ^•sV.'1- ffi ' *if *-•• rr^P- ^ $& ? M —— —— —— —— —— —— —— ' — — —— !•» •• /" - •l vr. •SK ^uk ;v»T 2*£i. I'it1 ;-.v£; i***"** .'•••.'^ :|g- ^ •f!\- 1 i^HH^ ———— MANHOLE AND COVER —— LOCKING PVC CAP t^rntmmw ———— GROUT TYPE: NEAT CEMENT —— 5EAL TYPE, BENTONITE 2 T M r u n \j r i niL. n r* • v • u • •O.KIT TYPF. SCREW TOGETHER ____ V WATFR 1 FVFI • 9n / ^n QTI tr ft ————— FILTER PACK:''1-1'-3" 3i<-ll.H SAND ———— SrREEN TYPE: -010 INCH SLOTTED P.V.C. SCREEN __ ,.PA1 TYPE. P.V.C. WELLPOINT PASINC DIAMETER: 2 INCH wniF niAMFTFR- 8 INCH NOTE: ALS-ABOVE LAND SURFACE BLS-8ELOW LAND SURFACE N.C.V.D.-NATIONAL GEODETIC VERTICAL DATUM WELL AND DRILLING LOG MW - 2 DEPTH IN FEET DESCRIPTION 7H>' 0 - 4 PILL BOULDERS, N O RETURN 4 - 6 HARD 5-9 SOFT, EASY DRILLING. NO RETURN 9 - 10.5 S3 #1 9 - 1 4 CLAY; DARK COLOR; DENSE 14 - 15.5 S3 #2 14 - 19 S3 #3 (WITH ODOR) 19 - 24 WET WITH SLIGHT ODOR 24 - 29 CHANGE TO TAN CLAY WITH ODOR 29 - 29.5 S3 #4, SOIL/WATER INTERFACE 29 - 34 HARD D R I L L I N G ; ALSO DRIER 36 TOO HARD TO DRILL LEGEND: FILL mm* SOIL CLAY CLAY/ HARD SAND/ ROCK GRAVEL UNKNOWN WELL CONSTRUCTION SUMMARY BELOW GROUND 1 1 UI LAND SURFAC ELEVATION « in n TOTAL DEPTH OF BOREHOLE in _i 0! GREENED INTE n a 10 I CASING LENC in fM U 1 u.O a. O N M _J u.0 a. O B (O K 0 M U u. O •»- 1 1 l-Q MEASURING P( ELEVATION N.C PROJECT: FOUR WINDS WELL NUMBER: "*-2 DATE INSTALLED: 2/22/92 •MANHOLE AND COVER «= V ' s»- , V 1 J 1 * i I .^ -«r ' UJ mj.'""f ^ ^ 1 ^'•v- i^j ifell S: ''.:"•" ;"*.'•*." i'i^ ;-'^;' • "-r- •1»: T¥ ;>V 1 :V;i «::.•. J^ ———— —— —— —— —— —— i«»-lv'» — t ^ / — ^•^•Mi £*•'• "vfrat ':£ ^.i. v: !^c ..•-.: V'-T: • •*.** "•"..r * i"1 * . • ;T:^.ii V* i' ••U."'. ——— LOCKING PVC C/\P t:ROUl IVI'E- NEAT CEHENT __ 5tAl ,YPE: BENTONITE _ T R|^£R I YPF* INCH P « V « C « IOINI IYPI- SCREW TOGETHER ———— 2L WAIFR IFVFI, 24' BLS ———— r.LIER PACK: 20/30 SILICA SAND ——— SCREEN TYPE: -010 INCH SLOTTED P.V.C. SCREEN «AI TYPE- P.V.C. WELLPOINT TA^INCUIAMEIER: 2 INCH IIOIE IIIAMEIER: 8 INCH NOTE: AIS-ABOVE lANO SURFACE BtS-BElOW IANU SURFACE N.C.V.D.-NATIONAt GEODETIC VERTICAL DATUM WELL AND DRILLING LOG MW - 3 DEPTH IN FEET DESCRIPTION 0 - 4 4 - 9 9 - 1 4 14 - 15 15 - 19 20 20 - 20.6 24 - 29 29 - 29.6 29 - 34 34 LEGEND: REDDISH-TAN SOIL (PILL?) SAME WITH PEBBLES AND COBBLES SAME SAME BIT CHATTER; VERY HARD G R E E N / G R A Y GRAVEL WITH SANDY CLAY S3 #— (FID • )1,000) GREEN/GRAY. SANDY CLAY BIT CHATTER-NO RETURN FILL SOIL CLAY CLAY/ HARD UNKNOWN SAND/ ROCK GRAVEL WELL CONSTRUCTION SUMMARY BELOW GROUND I 1 in• ^a^ \r> • •« (N «N CM ^* (N • IB 1 1 PROJECT: FOUR WINDS WELL NUMBEH- HM-3 DA IE INSIALLFI> 2/23/92 114 Zon 03 Z ui uj x Og <° P" Po Kf5c § -o &o u"- z z 5O u < J> 5sJ — MANHOLE AND COVER LOCKING I'VC CAP •C.ROUI I Yt'E; NEAT CEMENT —— SCAl ivrt: BENTONITE 2 INCH P.\ ivrr- IOINI ivri-SCREW TOGETHER -2- WAIER LEVEL: ___H____ riLIER PAC-IC. 20/30 SILICA SAND SCREEN TYPE: 'O"10 INCH SLOTTED P.W.C. SCREEN __ SfM 1YPt. P.V.C. WELLPOINT CASING DIAMEIER: 2 INCH MOLE I1IAMHER: B INCH NO IE: AIS-ABOVI LAND SURfACE BIS-OEIOW IAND SURFACE N.G.V.O.-NATIONAl CEODEflC VERIICAl DATUM WELL AND DRILLING LOG MW - 4 DEPTH IN FEET DESCRIPTION 0-4 MOSTLY FILL, HARD AT 2' 4 - 9 HARD DRILLING 9 - 1 4 GRAY TO RED/BROWN CLAY 13 " U RED/BROWN CLAY 14 - 16 RED/TAN CLAY ,6 _ J9 GRAY/GREEN CLAY *:;::;:::*: 29 STOP DRILLING LEGEND: FILL SOIL CLAY CLAY/ SAND/ GRAVEL HARD ROCK UNKNOWN WELL CONSTRUCTION SUMMARY BELOW GROUND 1 en (N 0 en r- * tto ii WELL NUMBPR- "W-4 DATE INSTAI LED: 2 / 2 * / 9 2 u U Z - j u j , r, =• < JrU Si Sg 2 2 E K § gz' §2 ^§ 1 » !. ° s H O uj !_: eo *• £ Q g a, *" < !" es s S g - Mg I "»• r^ — -=^ •» _=»- ^ t •-• -^_=: - »- ^ NOTE: ALS-ABOVE LAND SURFACE BLS-BELOW LAND SURFACE N.G.V.D. -NATIONAL GEODETIC VERTICAL DATUM _ "I ."•;. **1"*-" -•! • " ~4'_!J 1, —— —— — — —— —— — — — ^^^2^^1 i\»»'l'/T •* •• r —— 9 _-;^i :'*-^i ^I:':V- ^ ?'X"-. ——— LOCKING PVC CAP l"*-*-^ ———— GROUT TYPE, N E A T CEWENT ^-^ALTYPF. BENTONITE ..«» TVPP. 2 INCH PVC JOINT TYPE- SCREW TOGETHER ———— 2- WATFR LEVEL: FILTER PACK, 20/30 SILICA SAND - ———— SCREEN TYPE-. 'O 1 0 INCH SLOTTED PVC SCREEN __ce., TYPE- PVC WELLPOINT CA.VHT. DIAMETER: 2 INCH MniF DIAMETER: 8 INCH WELL AND DRILLING LOG MW - 5 DEPTH IN FEET DESCRIPTION • * • • • »• t« t • * » • • 0 - 4 4.5 - 5 4 - 9 9 - 9.5 9 - 1 4 14 - 15.-5 14 - 19 19 - 20.6 21 24 - 25.6 24 - 29 29 - 30.5 - 34 34 - 35.5 34 - 39 39 - 40.5 LEGEND:. FILL G R A Y / G R E E N CLAY W I T H PEBBLES ' S3. SAME RED CLAY WITH SAND; * S3. SAME (13' • F R A C T U R E D ROCK) FRACTURED ROCK RED/BROWN CLAY W I T H COBBLES • S3. HARD • S3. ; FRACTURED ROCK FRACTURED ROCK; DRY OR SLIGHTLY DAMP • S3. SAME * S3. FRACTURED ROCK;SOME BLACK CLAY WITH A N G U L A R PEBBLES • S3. 40 - 44.5 SAME SOIL CLAY CLAY/ HARD UNKNOWN SAND/ ROCK GRAVEL WELL CONSTRUCTION SUMMARY BELOW GROUND 1 CD -o- o *— CDn rsi M o fO (0 1 1 FOUR W I N D S PROJECT: WELL NUMBER: ( G A S S E T T ) nu-s DATE INSTAl I FD- 2 / 2 5 / 9 2 WAi MANHOLE AND COVER LOCKING PVC CAP GROUT TYPE:. N E A T CE|Y|ENT B E N T O N I T E I N C H P V C RISER TYPE: JOINT TVPFr S C R E W T O G E T H E R 2- WATER LEVEL: ~~_____ FILTER PACK: 2 0 / 3 0 S I L I C A S A N O 5LOTTEP PtfC SCREEN SEAL TYPE:_L_ CASING DIAMETER: HOLE DIAMETER:. W E L L POINT 2 INCH 8 INCH NOTE: ALS-ABOVE LAND SURFACE BLS-BEIOW LAMD SURFACE N.G.V.D.-NATIONAl GEODETIC VERTICAL DATUM WELL AND DRILLING LOG DEEP TEST HOLE 1 u U Q \\\\\\\\\\\\\\\\w DEPTH IN FEET — — 0 - 8 DESCRIPTION 8 - 1 0 10 - 26 25 - 30 42 - 62 62 - 62 62 - 82 92 - 102 F I L L 8c G R E E N CLAY-LIKE MATERIAL NO FRACTURES; MOIST RED/BROWN TO G R E E N CLAY-LIKE RED/BROWN NATIVE ROCK; HEAVILY FRACTURED of I31NI Q3N33i;D! _o Pvl I U5 z •cu «cz | «c « z z ^ {5 ' *" « S u. U "• o. O O 9t OL »- O O *" i_ i 1 1 1 f-Q 2> MEASURING PC ELEVATION N.C. PROJECT: F O U R M I N D S P L A Z A WELL NUMBER: _P_TJLJ_ DATE INSTALLED: "AY 1992 MANHOLE AND COVER LOCKING PVC CAP ^= , r~ , * i ^>~ •* & %vfliil Hri-' '..•»•'-• & '.'•"•« .... . .:«' ,.;f> >"; ,. . • •** 1 *l' _ —— —— ____ —— — —— —— —— w. •!':•-•» PL At •!*'<• . •-*!. •.:H"? "!jir jJT; Tt^ X - *• * ' ?".*• '«•_•"• in. UU 1 1 f 1 ^. _ —— SEAL IYPE: NA —— RISER IYPE- PVC ——— IOINI lYPff NONE ——— SL WAIFR IPVEIf f IL 1 CR 1 /1V_I\- ^_^^^ * ——— SCREEN tY«: OPEN HOLE er Al f YPF» "^ CASING OIAMEIER: 6" lltltE DIAMEIER: 9" NO If: ALS-AOOVE lAND SURFACE BIS-BEIOW lAND SURFACE N.C.V.D.-NATIONAl CIOOITIC VERTICAL DATUM WELL AND DRILLING LOG DEEP TEST HOLE 2 DEPTH IN FEET uo w 06 ea tu er»tuQ 0 - 1 0 10 - 20 20 - 30 30 40 40 60 50 - 60 70 - 80 80 - 84 84 - 94 DESCRIPTION MOSTLY FILL; HARD LAYER AT 4' VERY SOFT - NO R E T U R N DAMP, G R E E N , WEATHERED MATERIAL, PRODUCTION « 30' SAME AS ABOVE FRACTURES I N C R E A S I N G WITH DEPTH; DRY CUTTINGS 40 GPM, 60 GPM NO WATER HARD ALTERNATING ZONE 94 - 104 BROWN STAINING ALONG FRACTURES; H I G H PRODUCTION 104 - 124 POSSIBLY THE SAME WELL CONSTRUCTION SUMMARY BELOW GROUND 0 SURFACE EVATION \ *t IN TAL DEPTH BOREHOLE O "• fc: o Z UJ UJ -I a a a x > K UJ Z Q UJ Ul UJ 1 1 O « fM Z 1 4 tf 1 Z Z 1 i_ S >' ^ ^ =? b on z B S g z 3 b »«- 5 z z y C 0 U. 50 7 •*• O. Vj 3 P — O /n K_ "I < ,1 S " *~ ^ — 1 PROJECT: TOUR MINDS PLAZA WELL NUMRFR- PTM-2_______ DATE INSTALLED: J2AY_L992. _; V i — ^ •w>»«^ ———— ———— ^——*m~ ———— ———— ———— ———— ————— ir*«'lO'» \-m ^ i — t .'•'f lift lifts v--f. .'-I. ./•;:'! .••;) 'iSr £V, ;3 **"•_ & .-•ii •:£; ••y- __ ———— MANHOLE AND COVER ——— LOCKING PVC CAP ' "'•«W"t« ———— CROL/r IYPE: NA —— SFAl IYPE: "A —— RISFR IYPF- PVC IriiM i IVPF* NONE ———— 2. WAIFR IFVFI? ———— ritlER PACK; NA ——— sr«»N TYPF, OPEN HOLE —— «:FAI IYPI: NA rA^INCDIAMEIER: B" llfllF HIAMFIFR- B" NO IE: AIS-AOOVE IANO SURFACE BLS-BEIOW IANO SURFACE N.C.V.O.-NATIONAl GEODETIC VER1ICAI DA1UM APPENDIX IX SUMMARY TABLES DETECTED CONTAMINANTS, LABORATORY ANALYSIS SHEETS AND CHAIN OF CUSTODY RECORDS. WELL/SAMPLING NOMENCLATURE KEY WELL NAME ALTERNATE NAME(S) SAMPLE DESIGNATION/DATE Supply Wells Turnbull Well Four Winds Well 1 Four Winds Well 2 Four Winds Well 3 Tillet Well Harthman Wells: Wilfred Crusher Bakery Zero Racetrack Batiste Monitoring Wells MW-1 MW-2 MW-3 MW-4 MW-5 MW-WO Deep Test Wells FWDTW #1 FWDTW #2 FWPW #1 FWPW #2 FWPW #3 CHT-1 CRT-2 CHT-3 CHT-4 Gassett Motors MW-1 Waste Oil Well FWDT #1; CHT-7D FWDT #2; CHT-6D TA-4W-PW1 11/14/91 TA-TB-PW1 11/15/91 Not Sampled Not Sampled Not Sampled VI-1 VI-2 VI-3 VI-4 VI-5 VI-6 2/26/92 n ii n n 2/27/92 TT-1 2/27/92 TT-6 2/29/92 TT-3 2/27/92 TT-2 " GAM-1 2/29/92 TA-CR-MW-1 11/14/91 TT-4 2/27/92 Waste Oil 5/27/92 4WDT #1 4WDT #2 12/16,17/92 12/18/92 GROUND URTER OURLITV RSSESSHENT RESULTS ====;:-====s=====£=ssss=s==s=:====s=s===== SITE: VIRGIN ISLRNDS PRODUCTION HELLS PRRflnCfER EPfl r.oi Ci %/ 1 r«ns- 1 ,2-diehl oro- • Uujlen* 1>tt nchloro*thtjl»n» Tri(.)iloro*th*n» < EPR G02 netliijl-trrt-butyl (MTBE) I ether i/l) DETECTION LI HIT 1.0 1.0 1.0 10 2/26/92 2/26/92 2/26/92 2/26/92 2/26/92 HILFRED CRUSHER BRKERV ZERO RflCE FROCK <1 5.0 <1 <1 <1 <1 9.5 <1 <1 1.3 <1 <1 <1 <1 <1 <10 <10 <10 <10 <10 2/26/92 11/11/91 BRTISTE FOUR MINDS <1 210 10 NR Nfl NR NR NR NR 91 23 Trichloro«th*n» tog/I > 10 Nfl NR Nfl Nfl Nfl Nfl 31 5.1 NR = Not Analyzed COMPOSITE GROUND MRTER QUHLITY RSSESSMENT RESULTS SITE: FOUR MINOS PLRZR RNO SURROUNDING MONITORING WELLS SRMPLING EVENTS DRTE: 2X27X92 - 2X29X92 PRRRMETER DETECTION LIMIT M-l CHT-1 CTT-1) MW-4 CHT-4 MW-2 CHT-2 (TT-6) MW— 5 (GHSSETT MOTORS) Tetrachlor-oethylene l.O Trichloroethene tugXl) l.O cisXtran*-l,2-dichloroethu,lene l.O 69 14 17O 73 IB 210 <10OO <1OOO <1000 <5O Ethtjlbenzene Toluene CugXl) Xylenes M»thy 1 - t»f t-buty 1 •th*r M*thi|l*n« Chlorid* Pbvnol NR = Not Rn»lyz«d Notes: <»> Result* include only those detected. See appendix for all lab results. l.O 1.0 l.O l.O 1O S.O 50 5.0 10 10 SO 5.4 55 NR NR NR NR NR NR NR NR NR NR NR NR 260OO 24OO 38OOO 380OO 620OO NR NR NR NR NR NR NR NR NR NR NR <50 120 SITE: ESSO RND TEXRCO STRTIONS SRMPLING EVENT DOTE: 11X14/91 DETECTION LIMIT EPR 6O1 Tetrachloroethylene (ug/l> Tr i ch 1 or oethene < ugX 1 > Methylene Chloride c i s/trans- 1 , 2-d i chl oroethy 1 ene EPR 6O2 Benzene Ethyl benzene Xylenes tug/I) Methy 1 -ter t-buty 1 ether EPR 624 Benzene Ethyl benzene Cug/l> Methylene Chloride Xylenes EPR 625 Naphthalene Phenol TCLP Extract Volatile* Benzene • O.O5O Lead (ing/1) Hydrocarbons (Modified B1OO> Hydrocarbons as Heavy Oils Petroleum Hydrocarbons (mg/1 > Oil & Grease O.10 1.0 1.0 ESSO DRUM LIQUID <50 <5O 29OO <50 18O 97 220 19O 2800 <500 <500 26OO 930 NR NR 0.5 2OO 1OO 5.0 NR 460 7OO ESSO DRUM SLUDGE NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR O.O52 6.4 O.27 14. 0 NR NR NR WRSTE OIL TEXRCO CONFIRM SORKHGE PIT (TT-5) <5 <5 <5 <5 <5 <1OO <1OO Results include only those detected. See appendix for all lab results. COMPOSITE SOIL LRBORRTORY RNRLYSIS SUMMRRY SITE: FOUR WINDS PLRZR OREfl - MONITORING WELLS SRMPLING EVENT DRTE: 2X23X92 DETECTION CRITERIR PARAMETER LIMIT LEVEL-EPR MM-2 9ft MW-2 lOft MW-2 14ft MW-2 29ft MW-3 29ft EPfl UOLRTILES <8O1OXBO2O> Ethyl benzirn* (ugXko du> Xylenes (ugXkg dw> Methyl -ter Oil & Greai •t— butyl »th»t- (ogXkg du> i* CmgXl) 5. 5. 5. 1. 0 O O O 1OO 1OO 100 25O NR NR NR 63O <5.0 <5.O 190 NR NR NR NR 24O NR NR NR <5.O 7.6 9.0 <5O NR t n Not* "<" b*lou th« method detection limit given "Nfl" not HYDROLOGIC ASSOCIATES WELL SAMPLE RECORD -Project Project Date ;*! 26/92 Checked by TUTU Sampled by L • 3 • s • Date Checked ?/ s/? WELL I.D. WELL TYPE AND DIAMETER TOTAL WELL DEPTH (FEET BMP) DEPTH TO WATER (FEET BMP) WATER VOLUME IN WELL (GALLON) PURGE METHOD DURATION OF PURGING (MINUTE) VOLUME PURGED (GALLON) PURGE RATE (GMP) TIME OF SAMPLE COLLECTION DATE OF SAMPLE COLLECTION METHOD OF SAMPLE COLLECTION SAMPLE TEMP. (°C) SAMPLE pH SAMPLE CONDUCTIVITY UMHOS/CM WILFRED 6" STEEL 100' 20.36' 120 X 20 200 10 12:09 2/26/92 FROM PUMP HOSE 28.7 7.12 1.60 CRUSHER 6" STEEL 110' 28.59' 120 X 20 200 10 2:45 2/26/92 FROM PUMP HOSE 27.9 7.17 1.94 BAKERY OPEN HOLE >125' 19.50' UNK. X 20 200 10 3:40 2/26/92 FROM PUMP HOSE 28.2 7.29 1.87 ZERO PVC 6" >125' 23.64' UNK. X 20 200 10 4:48 2/26/92 FROM PUMP HOSE 27.3 7.24 1.80 RACETRACK 6" STEEL ? 7 ? Xl 60 1200-E 20-E 5:10 2/26/92 FROM PUMP HOSE 27.5 7.23 1.58 BATISTE 6" STEEL ? 17.70' 7 X1 8* ? 15-E 8:07 2/27/92 FROM PUMP OUTLET 27.3 6.80 1.87 COMMENTS ODOR, COLOR, ETC. S U B n E R S I B L E E X I S T I N G S U B H E R S I B L E E S T i n f t T E D - PUMP C O N T R O L E R BURNT UP PURGE AND COLLECTION •ETHODSt C » CENTRIFUGAL PUMP TB P - PERISTALTIC PUMP PB X - OTHER TEFLON BAILER PVC BAILER Project TUTU HYDROLOGIC ASSOCIATES WELL SAMPLE RECORD Date Sampled by L . 3 . s . Checked by Date Checked HELL I.D. WELL TYPE AND DIAMETER TOTAL WELL DEPTH (FEET BMP) DEPTH TO WATER (FEET BMP) WATER VOLUME IN HELL (GALLON) PURGE METHOD DURATION OF PURGING (MINUTE) VOLUME PURGED (GALLON) PURGE RATE (GMP) TIME OF SAMPLE COLLECTION DATE OF SAMPLE COLLECTION METHOD OF SAMPLE COLLECTION SAMPLE TEMP. (°C) SAMPLE pH SAMPLE CONDUCTIVITY UMHOS/CM HW-1 PVC 2" 28.5' 15.07 * TB N.A. lev N.A 9:00 2/27/92 TB 31.6 7.12 1.47 HW-4 PVC 2" 29 , 12.09 * TB N.A. lev N.A. 9:15 2/27/92 TB 29.6 7.26 1.44 HW-3 PVC 2" 35.5' 18.11 * TB N.A. lev N.A. 9:34 2/27/92 TB N.S. N.S. N.S. MU-2 PVC 2" 35.3' 17.70 * TB N.A. lev N.A. 7$45 2/29/92 TB N.S. N.S. N.S. GASSETT MW-1 PVC 2" 48' 11.95 * TB N.A. lev N.A. 9:15 2/29/92 TB 29.8 7.46 2.60 MW-WO PVC 4" N.S. N.A. N.A. N.A. N.A. N.A. 9:50 2/27/92 TB N.S. N.S. N.S. CONFIRM WO PVC 4" N.A. N.S. N.A. N.A. N.A. N.A. N.A. 5:10 2/27/92 TB DIP N.S. N.S. N.S. COMMENTS ODOR, COLOR, ETC. •LOW YIELD WELLSt BAILED ONE CASING VOLUPIE, AND SAMPLED AFTER RECOVERY (APPROXIMATELY 24 HRS PURGE AND COLLECTION METHODS: C P N.A. " N.S. 1CV CENTRIFUGAL PUMP PERISTALTIC PUMP NOT APPLICABLE NOT SAMPLED ONE CASING VOLUME TB - TEFLON BAILER PB - PVC BAILER X " OTHER SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. SW 12th Avenue • Deerfield^each, Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 LOG NO: Dl-12736 LOG NO Mr. Leo Swayze Hydrologic Associates U . S . A . , Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 REPORT OF RESULTS SAMPLE DESCRIPTION , LIQUID SAMPLES Received: 18 NOV 91 Project: TuTu Aquifer (TA-) Sampled By: Client Page 1 12736-1 TA-ESSO-DR 12736-2 TA-CR-MW1 12736-3 TA-TX-SP 12736-4 TA-4W-PW1 12736-5 TA-TB-PW1 PARAMETER Durgeables Benzene, ug/1 ^Bromodichlorome thane, ug/1 Bromoform, ug/1 Br omome thane , ug/1 Carbon tetrachloride, ug/1 Chlorobenzene , ug/1 Chloroethane, ug/1 2-Chloroethylvinyl ether, ug/1 Chloroform, ug/1 Chlorome thane , ug/1 Dibr omochlorome thane , ug/1 1,2-Dichlorobenzene, ug/1 1 , 3-Dichlorobenzene , ug/1 1,4-Dichlorobenzene, ug/1 1,1-Dichloroethane, ug/1 1,2-Dichloroethane, ug/1 1, 1-Dichloroethene, ug/1 cis/trans - 1 , 2 -Dichloroethyl ene, ug/1 1,2-Dichloropropane, ug/1 cis-l,3-Dichloropropene, ug/1 12736-1 <500 <500 <500 <1000 <500 <500 <1000 <1000 <500 <1000 <500 <500 <500 <500 <500 <500 <500 <500 <500 <500 12736-2 540 <500 <500 <1000 <500 <500 <1000 <1000 <500 <1000 <500 <500 <500 <500 <500 <500 <500 <500 <500 <500 12736-3 12736-4 <5.0 <10 <5 . 0 <10 <5.0 <10 <10 <20 <5.0 <10 <5.0 <10 <10 <20 <10 <20 <5 . 0 <10 <10 <20 <5.0 <10 8 . 7 <10 <5 . 0 <10 <5.0 <10 <5.0 <10 <5.0 <10 <5 . 0 <10 <5.0 270 <5 . 0 <10 <5 . 0 <10 12736-5 <5.0 <5.0 <5.0 <10 <5.0 <5.0 <10 <10 <5.0 <10 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 7.9 <5.0 <5.0 Laboratory locations In Savannah, GA • Tallahassee, FL • Mobile, AL • Deerf/e/d Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES. INC. 4 SW 12th Avenue • Deerfield Beach, Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 — « LOG NO: Dl-12736 Received: 18 NOV 91 Mr. Leo Swayze Hydrologtc Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION , LIQUID SAMPLES Project: TuTu Aquifer (TA-) Sampled By: Client Page 2 12736-1 TA-ESSO-DR 12736-2 TA-CR-MW1 12736-3 TA-TX-SP 12736-4 TA-4W-PW1 12736-5 TA-TB-PW1 PARAMETER trans-1 , 3-Dichloropropene , ug/1 Ethylbenzene , ug/1 lethylene chloride, ug/1 ^A, 1,2, 2-Tetrachloroethane, ug/1 Tetrachloroethene, ug/1 Toluene , ug/1 1,1,1-Trichloroe thane, ug/1 1,1,2-Trichloroethane, ug/1 Trichloroethene, ug/1 Tr ichlorofluorome thane , ug/1 Vinyl Chloride, ug/1 Xylenes , ug/1 Date Analyzed Method Number Dilution factor 12736-1 <500 <500 2600 <500 <500 <500 <500 <500 <500 <500 <1000 930 11.20.91 EPA 624 100 12736-2 <500 <500 <500 <500 <500 <500 <500 <500 <500 <500 <1000 <500 11.20.91 EPA 624 100 12736-3 <5.0 5.6 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <10 27 11.21.91 EPA 624 1 12736-4 <10 <10 <10 <10 94 <10 <10 <10 31 <10 <20 <10 11.21.91 EPA 624 2 12736-5 <5.0 <5.0 <5.0 <5.0 23 <5.0 <5.0 <5.0 5.1 <5.0 <10 <5.0 11.21.91 EPA 624 1 Laboratory locations In Savannah, GA • Tallahassee, FL • Mobile, AL • Deerlield Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. tl4 SW 12th Avenue • Deerfield Beach, Florida 33442 (305) 421-7400 • Fax (305) 421-2584 LOG NO: Dl-12736 Mr. Leo Swayze Hydrologic Associates U . S . A . , Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Received: 18 NOV 91 LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION , LIQUID SAMPLES Project: TuTu Aquifer (TA-) Sampled By: Client Page 3 12736-1 TA-ESSO-DR 12736-2 TA-CR-MW1 12736-3 TA-TX-SP 12736-4 TA-4W-PW1 12736-5 TA-TB-PW1 PARAMETER '. Purgeables Bromodichlorome thane, ug/1 Bromoform, ug/1 Bromome thane, ug/1 Carbon Tetrachloride, ug/1 Chlorobenzene , ug/1 Chloroethane, ug/1 2-Chloroethylvinyl Ether, ug/1 Chloroform, ug/1 Chloromethane , ug/1 Dibromochlorome thane, ug/1 1,2-Dichlorobenzene, ug/1 1,3-Dichlorobenzene, ug/1 1,4-Dichlorobenzene, ug/1 Dichlorodif luorome thane , ug/1 1,1-Dichloroethane, ug/1 1,2-Dichloroethane, ug/1 1,1-Dichloroethene, ug/1 Cis/trans-l,2-dichloroethyl ene, ug/1 1,2-Dichloropropane, ug/1 Cis-l,3-Dichloropropene, ug/1 L2736-1 <50 <250 <50 <50 <50 <50 <500 <50 <50 <50 <50 <50 <50 <500 <50 <50 <50 <50 <50 <50 12736-2 <100 <500 <100 <100 <100 <100 <1000 <100 <100 <100 <100 <100 <100 <1000 <100 <100 <100 <100 <100 <100 12736-3 12736-4 12736-5 <5.0 <10 <1.0 <25 <50 <5.0 <5 . 0 <10 <1 . 0 <5.0 <10 <1.0 <5.0 <10 <1.0 <5 . 0 <10 <1 . 0 <50 <100 <10 <5.0 <10 <1.0 <5.0 <10 <1.0 <5.0 <10 ' <1.0 <5.0 <10 <1.0 <5.0 <10 <1.0 <5 . 0 <10 <1 . 0 <50 <100 <10 <5.0 <10 <1.0 <5.0 <10 <1.0 <5.0 <10 <1.0 <5.0 240 11 <5 . 0 <10 <1 . 0 <5 . 0 <10 <1 . 0 Laboratory locations In Savannah, GA • Tallahassee, FL • Mobile, AL • Deerf/e/d Beach, FL • Tampa, FL SAVANNAH LABORATORIES 8, ENVIRONMENTAL SERVICES, INC. 414 SW 12th Avenue • Beach, Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 LOG NO: Dl-12736 Received: 18 NOV 91 LOG NO Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 REPORT OF RESULTS SAMPLE DESCRIPTION , LIQUID SAMPLES Project: TuTu Aquifer (TA-) Sampled By: Client Page 4 12736-1 TA-ESSO-DR 12736-2 TA-CR-MW1 12736-3 TA-TX-SP 12736-4 TA-4W-PW1 12736-5 TA-TB-PW1 PARAMETER Trans-1, 3-Dichloropropene, ug/1 Methylene Chloride, ug/1 1,1,2,2-Tetrachloroethane, ug/1 Tetrachloroethylene, ug/1 1,1,1-Trichloroethane, ug/1 1,1,2-Trichloroethane, ug/1 Trichloroethene, ug/1 Trichlorofluoromethane, ug/1 Vinyl Chloride, ug/1 Benzene , ug/1 Ethylbenzene , ug/1 Toluene , ug/1 Xylenes , ug/1 Methyl- tert-butyl ether (MTBE), ug/1 Date Analyzed Dilution factor Method Number 12736-1 <50 2900 <50 <50 <50 <50 <50 <50 <50 180 97 220 190 2800 11.21.91 50/100 601/602 12736-2 <100 <100 <100 <100 <100 <100 <100 <100 <100 730 <100 <100 <100 27000 11.21.91 100 601/602 12736-3 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 6.1 10 <50 11.21.91 5 601/602 12736-4 <10 <10 <10 84 <10 <10 32 <10 <10 <10 <10 <10 <10 350 11.21.91 10/1 601/602 12736-5 <1.0 <1.0 <1.0 26 <1.0 <1.0 4.7 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <10 11.22.91 1/5 601/602 Laboratory locations In Savannah, GA • Tallahassee, FL • Mobile, AL • Deeriield Beach, FL • Tampa, FL SAVANNAH LABORATORIES ft ENVIRONMENTAL SERVICES, INC. 414 SW 12th Avenue Qeerfield Beach, Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 LOG NO: Dl-12736 Received: 18 NOV 91 LOG NO Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 REPORT OF RESULTS SAMPLE DESCRIPTION , LIQUID SAMPLES Project: TuTu Aquifer (TA-) Sampled By: Client Page 5 12736-1 TA-ESSO-DR 12736-2 TA-CR-MW1 12736-3 TA-TX-SP 12736-4 TA-4W-PW1 12736-5 TA-TB-PW1 PARAMETER 12736-1 BN-A Extractables (625) Acenaphthene , ug/1 Acenaphthylene , ug/1 Anthracene , ug/1 Aldrin, ug/1 Benzo(a)Anthracene, ug/1 Benzo (b)fluoranthene, ug/1 Benzo (k) Fluoranthene , ug/1 Benzo(a)pyrene, ug/1 Benzo (g,h,i)perylene, ug/1 Benzyl butyl phthalate , ug/1 beta-BHC, ug/1 delta-BHC, ug/1 bis(2-Chloroethyl) ether, ug/1 bis(2-Chloroethoxy) methane, ug/1 bis(2-Ethylhexyl) phthalate, ug/1 bis(2 -chloroisopropyl)ether, ug/1 4-Bromophenyl-ph«nyl-ether, ug/1 Chlordane , ug/1 2-Chloronaphthalene, ug/1 4-Chlorophenyl-phenyl ether, ug/1 Chrysene, ug/1 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS 12736-2 12736-3 12736-4 <10 <4000 <10 <10 <4000 <10 <10 <4000 <10 <50 <200000 <50 <10 <4000 <10 <10 <4000 <10 <10 <4000 <10 <10 <4000 <10 <10 <4000 <10 <10 <4000 <10 <50 <200000 <50 <50 <200000 <50 <10 <4000 <10 <10 <4000 <10 <10 <4000 <10 <10 <4000 <10 <10 <4000 <10 <50 <200000 <50 <10 <4000 <10 <10 <4000 <10 <10 <4000 <10 12736-5 <10 <10 <10 <50 <10 <10 <10 <10 <10 <10 <50 <50 <10 <10 <10 <10 <10 <50 <10 <10 <10 Laboratory locations In Savannah, GA • Tallahassee, FL • Mobile, AL • Deerf/e/d Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 414 SW 12th Avenue • DaerfiakJ Beach. Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 LOG NO: Dl-12736 Received: 18 NOV 91 LOG NO Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 REPORT OF RESULTS SAMPLE DESCRIPTION , LIQUID SAMPLES Project: TuTu Aquifer (TA-) Sampled By: Client Page 6 12736-1 TA-ESSO-DR 12736-2 TA-CR-MW1 12736-3 TA-TX-SP 12736-4 TA-4W-PW1 12736-5 TA-TB-PW1 PARAMETER 12736-1 4, 4 '-ODD, ug/1 4, 4' -DDE, ug/1 4, 4' -DOT, ug/1 Dibenzo (a,h)anthracene, ug/1 Di-n-butylphthalate, ug/1 1, 3-Dichlorobenzene, ug/1 1, 2-Dichlorobenzene , ug/1 1,4-Dichlorobenzene, ug/1 3,3' -Dichlorobenzidine, ug/1 Dieldrin, ug/1 Diethyl Phthalate, ug/1 Dimethyl phthalate , ug/1 2,4-Dinitrotoluene, ug/1 2 ,6-Dinitrotoluene, ug/1 Di-n-octylphthalate, ug/1 Endosulfan sulfate, ug/1 Endrin Aldehyde, ug/1 Fluoranthene , ug/1 Fluorene , ug/1 Heptachlor, ug/1 Heptachlor epoxide, ug/1 Hexachlorobenzene , ug/1 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS 12736-2 12736-3 12736-4 <10 <4000 <10 <10 <4000 <10 <10 <4000 <10 <10 <4000 <10 <10 <4000 <10 <10 <4000 <10 <10 <4000 <10 <10 <4000 <10 <20 <8000 <20 <50 <200000 <50 <10 <4000 <10 <10 <4000 <10 <10 <4000 <10 <10 <4000 <10 <10 <4000 <10 <100 <400000 <100 <50 <200000 <50 <10 <4000 <10 <10 <4000 <10 <50 <200000 <50 <50 <200000 <50 <10 <4000 <10 12736-5 <10 <10 <10 <10 <10 <10 <10 <10 <20 <50 <10 <10 <10 <10 <10 <100 <50 <10 <10 <50 <50 <10 Laboratory locations in Savannah, GA • Tallahassee, FL • Mobile, AL • Deertleld Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 414 SW 12th Avenue • D«aff«ld Beach. Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 LOG NO: Dl-12736 Received: 18 NOV 91 LOG NO Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 REPORT OF RESULTS SAMPLE DESCRIPTION , LIQUID SAMPLES Project: TuTu Aquifer (TA-) Sampled By: Client Page 7 12736-1 TA-ESSO-DR 12736-2 TA-CR-MW1 12736-3 TA-TX-SP 12736-4 TA-4W-PW1 12736-5 TA-TB-PW1 PARAMETER 12736-1 Hexachlorobutadiene, ug/1 Hexachloroethane, ug/1 Indeno (1,2 , 3-cd)pyrene, ug/1 Isophorone, ug/1 Naphthalene , ug/1 Nitrobenzene, ug/1 N-Nitrosodi-N-Propylamine, ug/1 Aroclor-1016, ug/1 Aroclor-1221, ug/1 Aroclor-1232, ug/1 Aroclor-1242, ug/1 Aroclor-1248, ug/1 Aroclor-1254, ug/1 Aroclor-1260, ug/1 Phenanthrene , ug/1 Pyrene , ug/1 Toxaphene , ug/1 1,2,4-Trichlorobenzene, ug/1 4-Chloro-3-methylphenol, ug/1 2-Chlorophenol, ug/1 2,4-Dichlorophenol, ug/1 2,4-Dimethylphenol, ug/1 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS 12736-2 <10 <10 <10 <10 <10 <10 <500 <500 <500 <500 <500 <500 <500 <10 <10 <1000 <10 <10 <10 <10 <10 12736-3 <4000 <4000 <4000 <4000 <4000 <4000 <4000 <2000000 <2000000 <2000000 <2000000 <2000000 <2000000 <2000000 <4000 <4000 <4000000 <4000 <4000 <4000 <4000 <4000 12736-4 <10 <10 <10 <10 <10 <10 <500 <500 <500 <500 <500 <500 <500 <10 <10 <1000 <10 <10 <10 <10 <10 12736-5 <10 <10 <10 <10 <10 <10 <500 <500 <500 <500 <500 <500 <500 <10 <10 <1000 <10 <10 <10 <10 <10 Laboratory locations In Savannah, GA • Tallahassee, FL • Mobile, AL • Deerlleld Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 414 SW 12th Avenue • Deerteld Beach. Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 LOG NO: Dl-12736 Received: 18 NOV 91 LOG NO Mr. Leo Swayze Hydrologtc Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 REPORT OF RESULTS SAMPLE DESCRIPTION , LIQUID SAMPLES Project: TuTu Aquifer (TA-) Sampled By: Client Page 8 12736-1 TA-ESSO-DR 12736-2 TA-CR-MW1 12736-3 TA-TX-SP 12736-4 TA-4W-PW1 12736-5 TA-TB-PW1 PARAMETER 2,4-Dinitrophenol, ug/1 2-Methyl-4,6-dinitrophenol, ug/1 2-Nitrophenol, ug/1 4-Nitrophenol, ug/1 Pentachlorophenol, ug/1 Phenol, ug/1 2,4,6-Trichlorophenol, ug/1 Date Extracted Date Analyzed Method Number Dilution factor Oil & Grease , mg/1 Petroleum Hydrocarbons , mg/1 12736-1 NS NS NS NS NS NS NS ... ... ... 700 460 12736-2 <50 <50 <10 <50 <50 54 <10 11.19.91 11.22.91 EPA 625 1 6.2 3.3 12736-3 <200000 <200000 <4000 <200000 <200000 <4000 <4000 11.19.91 11.22.91 EPA 625 400 53 49 12736-4 <50 <50 <10 <50 <50 <10 <10 11.19.91 11.22.91 EPA 625 1 <1.0 <1.0 12736-5 <50 <50 <10 <50 <50 <10 <10 11.19.91 11.22.91 EPA 625 1 <1.0 <1.0 Laboratory locations In Savannah, GA • Tallahassee, FL • Mobile, AL • DceiY/e/d Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 414 SW 12th Avenue • Deerfield Beach, Florida 33442 • (305) 421-7400 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Fax (305) 421-2584 LOG NO: Dl-12736 Received: 18 NOV 91 LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION , REPORT FOR LIQUID SAMPLES Project: TuTu Aquifer (TA-) Sampled By: Client Page 9 12736-6 Lab Blank 12736-7 Accuracy - X Recovery 12736-8 Precision - Relative % Difference PARAMETER 12736-6 12736-7 12736-8 Purgeables Benzene , ug/1 Bromodichlorome thane , ug/1 Bromoform, ug/1 Bromome thane , ug/1 Carbon tetrachloride, ug/1 Chlorobenzene , ug/1 Chloroethane, ug/1 2-Chloroethylvinyl ether, ug/1 Chloroform, ug/1 Chlorome thane, ug/1 Dibromochloromethane , ug/1 1, 2-Dichlorobenzene, ug/1 1, 3-Dichlorobenzene, ug/1 1,4-Dichlorobenzene, ug/1 1,1-Dichloroethane, ug/1 1,2-Dichloroethane, ug/1 1,1-Dichloroethene, ug/1 cis/trans-l,2-Dichloroethylene , ug/1 1,2-Dichloropropane, ug/1 cis-1, 3-Dichloropropene, ug/1 trans-l,3-Dichloropropene, ug/1 Ethylbenzene , ug/1 Methylene chloride, ug/1 <5.0 107 X <5.0 <5 . 0 <10 <5.0 <5.0 107 X <10 <10 <5 . 0 <10 <5.0 <5.0 <5.0 <5 . 0 <5 . 0 <5.0 <5.0 89 X <5 . 0 <5.0 <5 . 0 <5.0 <5 . 0 <5 . 0 7.5 X ... ... 7.5 X ... ... ... ... ... ... - - - -- - 4.5 X - - - - - - - - - ... Laboratory locations In Savannah, GA • Ta/fahassee, FL • Mobile, AL • Deerfie/d Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 414 SW 12th Avenue • Dee/field Beach, Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 ^ LOG NO: Dl-12736 Received: 18 NOV 91 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION , REPORT FOR LIQUID SAMPLES Project: TuTu Aquifer (TA-) Sampled By: Client Page 10 12736-6 Lab Blank 12736-7 Accuracy - X Recovery 12736-8 Precision - Relative X Difference PARAMETER 1,1,2,2-Tetrachloroethane, ug/1 Tetrachloroethene , ug/1 Toluene, ug/1 1, 1, 1-Trichloroethane, ug/1 1, 1, 2-Trichloroethane, ug/1 Trichloroethene, ug/1 Trichlorofluoromethane , ug/1 Vinyl Chloride, ug/1 Xylenes , ug/1 Date Analyzed 12736-6 12736-7 <5 . 0 <5 . 0 <5.0 106 X <5 . 0 <5.0 <5.0 106 X <5.0 <5 . 0 11.21.91 12736-8 6.6 X 4.7 X Laboratory locations In Savannah, GA • Tallahassee, FL • Mobile, AL • Deerfield Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 414 SW 12th Avenue • Dejerjjeld Beach. Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 LOG NO: Dl-12736 Received: 18 NOV 91 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION , REPORT FOR LIQUID SAMPLES Project: TuTu Aquifer (TA-) Sampled By: Client Page 11 12736-6 12736-7 12736-8 PARAMETER Lab Blank Accuracy - Precision X Recovery - Relative X Difference 12736-6 12736-7 12736-8 Purgeables Bromodichloromethane, ug/1 Bromoform, ug/1 Bromomethane, ug/1 Carbon Tetrachloride, ug/1 Chlorobenzene, ug/1 Chloroethane, ug/1 2-Chloroethylvinyl Ether, ug/1 Chloroform, ug/1 Chloromethane, ug/1 Dibromochloromethane, ug/1 1.2-Dichlorobenzene, ug/1 1.3-Dichlorobenzene, ug/1 1.4-Dichlorobenzene, ug/1 Dichlorodifluoromethane, ug/1 1.1-Dichloroethane, ug/1 1.2-Dichloroethane, ug/1 1.1-Dichloroethene, ug/1 Cis/trans-1,2-dichloroethylene, ug/1 1.2-Dichloropropane, ug/1 Cis-l,3-Dichloropropene, ug/1 Trans-l,3-Dichloropropene, ug/1 Methylene Chloride, ug/1 1,1,2,2-Tetrachloroethane, ug/1 <5.0 107 X 0.93 X 92 X 8.7 X Laboratory locations In Savannah, GA • Tallahassee, FL • Mobile, AL • Deertield Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 414 SW 12th Avenue • DeerWd Beach. Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 LOG NO: Dl-12736 Received: 18 NOV 91 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc.' 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION , REPORT FOR LIQUID SAMPLES Project: TuTu Aquifer (TA-) Sampled By: Client Page 12 12736-6 Lab Blank 12736-7 Accuracy - X Recovery 12736-8 Precision - Relative X Difference PARAMETER 12736-6 12736-7 12736-8 Tetrachloroethylene, ug/1 1.1.1-Trichloroethane, ug/1 1.1.2-Trichloroethane, ug/1 Trichloroethene, ug/1 Trichlorofluoromethane, ug/1 Vinyl Chloride, ug/1 Benzene, ug/1 Ethylbenzene, ug/1 Toluene, ug/1 Xylenes, ug/1 Methyl-tert-butyl ether (MTBE), ug/1 Date Analyzed 115 X 93 X 113 X 0.87 X 1.1 X 1.8 X 11.20.91 Laboratory locations In Savannah, GA • Tallahassee, FL • Mobile, AL • Deerfleld Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 414 SW 12th Avenue • Deerfield Beach, Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 ~ *" LOG NO: Dl-12736 Received: 18 NOV 91 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION , REPORT FOR LIQUID SAMPLES Project: TuTu Aquifer (TA-) Sampled By: Client Page 13 12736-6 Lab Blank 12736-7 Accuracy - X Recovery 12736-8 Precision - Relative X Difference PARAMETER 12736-6 12736-7 12736-8 BN-A Extractables (625) Acenaphthene, ug/1 Acenaphthylene, ug/1 Anthracene, ug/1 Aldrin, ug/1 Benzo(a)Anthracene, ug/1 Benzo(b)fluoranthene, ug/1 Benzo (k) Fluoranthene, ug/1 Benzo(a)pyrene, ug/1 Benzo(g,h,i)perylene, ug/1 Benzyl butyl phthalate, ug/1 beta-BHC, ug/1 delta-BHC, ug/1 bis(2-Chloroethyl) ether, ug/1 bis(2-Chloroethoxy) methane, ug/1 bis(2-Ethylhexyl) phthalate, ug/1 bis(2-chloroisopropyl)ether, ug/1 4-Bromophenyl-phenyl-ether, ug/1 Chlordane, ug/1 2 -Chloronaphthalene, ug/1 4-Chlorophenyl-phenyl ether, ug/1 Chrysene, ug/1 4,4'-DDD, ug/1 4,4'-DDE, ug/1 67 X 89 X <50 <50 <50 <50 Laboratory locations In Savannah, GA • Tallahassee, FL • Mobile, AL • Deertield Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 414 SW 12th Avenue • Deerfield Beach, Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 ~ ^ LOG NO: Dl-12736 Received: 18 NOV 91 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION , REPORT FOR LIQUID SAMPLES Project: TuTu Aquifer (TA-) Sampled By: Client Page 14 12736-6 12736-7 12736-8 PARAMETER Lab Blank Accuracy - Precision X Recovery - Relative X Difference 12736-6 12736-7 12736-8 4,4'-DOT, ug/1 Dibenzo (a,h)anthracene, ug/1 Di-n-butylphthalate, ug/1 1,3-Dichlorobenzene, ug/1 1,2-Dichlorobenzene, ug/1 1,4-Dichlorobenzene, ug/1 3,3'-Dichlorobenzidine, ug/1 Dieldrin, ug/1 Diethyl Phthalate, ug/1 Dimethyl phthalate, ug/1 2,4-Dinitrotoluene, ug/1 2,6-Dinitrotoluene, ug/1 Di-n-octylphthalate, ug/1 Endosulfan sulfate, ug/1 Endrin Aldehyde, ug/1 Fluoranthene, ug/1 Fluorene, ug/1 Heptachlor, ug/1 Heptachlor epoxide, ug/1 Hexachlorobenzene, ug/1 Hexachlorobutadiene, ug/1 Hexachloroethane, ug/1 Indeno (1,2,3-cd)pyrene, ug/1 Isophorone, ug/1 76 X 3.9 X <20 <50 69 X 2.9 X <100 <50 <50 <50 Laboratory locations In Savannah, GA • Tallahassee, FL • Mobile, AL • Deertield Beach, FL • Tampa, FL SAVANNAH LABORATORIES 8, ENVIRONMENTAL SERVICES. INC. 414 SW 12th Avenue • Deejf^ld Beach, Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 LOG NO: Dl-12736 Received: 18 NOV 91 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami. Florida 33176 LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION , REPORT FOR LIQUID SAMPLES Project: TuTu Aquifer (TA-) Sampled By: Client Page 15 12736-6 Lab Blank 12736-7 Accuracy - X Recovery 12736-8 Precision - Relative X Difference PARAMETER 12736-6 12736-7 12736-8 Naphthalene, ug/1 Nitrobenzene, ug/1 N-Nitrosodi-N-Propylamine, ug/1 Aroclor-1016, ug/1 ug/1 ug/1 ug/1 ug/1 ug/1 ug/1 ug/1 Aroclor-1221 Aroclor-1232 Aroclor-1242 Aroclor-1248 Aroclor-1254 Aroclor-1260 Phenanthrene Pyrene, ug/1 Toxaphene, ug/1 1,2,4-Trichlorobenzene, ug/1 4-Chloro-3-methylphenol, ug/1 2-Chlorophenol, ug/1 2,4-Dichlorophenol, ug/1 2,4-Dimethylphenol, ug/1 2,4-Dinitrophenol, ug/1 2-Methyl-4,6-dinitrophenol, ug/1 2-Nitrophenol, ug/1 4-Nitrophenol, ug/1 Pentachlorophenol, ug/1 Phenol, ug/1 2,4,6-Trichlorophenol, ug/1 Date Extracted Date Analyzed <500 <500 <500 <500 <500 <500 <500 <1000 <50 <50 <50 <50 11.19.91 11.22.91 74 X 86 X 72 X 80 X 94 X 42 X 72 X 62 X 34 X 9.3 X 11 X 14 X 9.6 X 38 X 1.4 X 34 X Laboratory locations In Savannah, GA • Tallahassee, FL • Mobile, AL • Deerfield Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 414 SW 12th Avenue • Deerfield Beach, Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 ^ LOG NO: Dl-12736 Received: 18 NOV 91 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION , REPORT FOR LIQUID SAMPLES Project: TuTu Aquifer (TA-) Sampled By: Client Page 16 12736-6 Lab Blank 12736-7 Accuracy - 2 Recovery 12736-8 Precision - Relative TL Difference PARAMETER 12736-6 12736-7 12736-8 Oil & Grease , mg/1 Petroleum Hydrocarbons , mg/1 108 X 94 % 0.92 X 3.2 X Method References: EPA 40 CFR Part 136 and EPA 600/4-79-020. Ivette Larralde Laboratory locations In Savannah, GA • Tallahassee, FL • Mobile, AL • Deerfield Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 414 SW 12th Avenue • Deerfjgfd Beach. Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 LOG NO: D1-12736A Received: 18 NOV 91 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Project: TuTu Aquifer (TA-] Sampled By: Client REPORT OF RESULTS Page 1 LOG NO SAMPLE DESCRIPTION , SOLID OR SEMISOLID SAMPLES DATE SAMPLED 12736A-1 TA-ESSO-SL 11-14-91 PARAMETER 12736A-1 Volatiles in TCLP Extract Benzene (TCLP) , mg/1 Carbon tetrachloride (TCLP), mg/1 Chlorobenzene (TCLP) , mg/1 Chloroform (TCLP) , mg/1 1,2-Dichloroethane (TCLP), mg/1 1,1-Dichloroethylene (TCLP), mg/1 Methyl ethyl ketone (TCLP) , mg/1 Tetrachloroethylene (TCLP) , mg/1 Trichloroethylene (TCLP) , mg/1 Vinyl chloride (TCLP), mg/1 Semivolatiles in TCLP Extract Cresol o,m,p (TCLP), mg/1 1,4-Dichlorobenzene (TCLP), mg/1 2,4-Dinitrotoluene (TCLP), mg/1 Hexachlorobenzene (TCLP) , mg/1 Hexachlorobutadiene (TCLP) , mg/1 Hexachloroe thane (TCLP) , mg/1 Nitrobenzene (TCLP) , mg/1 Pentachlorophenol (TCLP) , mg/1 2,4,5-Trichlorophenol (TCLP), mg/1 2,4,6-Trichlorophenol (TCLP), mg/1 Pyridine (TCLP), mg/1 0.052 <0.020 <0.020 <0.020 <0.020 <0.020 <0.40 <0 . 020 <0.020 <0 . 040 6.4 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.25 <0.25 <0.050 <0.25 Laboratory locations In Savannah, GA • Tallahassee, FL • Mobile, AL • Deerf/e/d Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 414 SW 12th Avenue • Deerfield Beach. Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 " ^ LOG NO: D1-12736A Received: 18 NOV 91 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Project: TuTu Aquifer (TA-J Sampled By: Client REPORT OF RESULTS Page 2 LOG NO SAMPLE DESCRIPTION , SOLID OR SEMISOLID SAMPLES DATE SAMPLED 12736A-1 TA-ESSO-SL 11-14-91 PARAMETER 12736A-1 Metals in TCLP Extract Arsenic (TCLP), mg/1 <0.20 Barium (TCLP), mg/1 0 . 2 7 Cadmium (TCLP), mg/1 <0.010 Chromium (TCLP), mg/1 <0.050 Lead (TCLP), mg/1 14 Selenium (TCLP), mg/1 <0.20 Silver (TCLP), mg/1 <0.020 Mercury in TCLP Extract (7470), mg/1 <0.020 Laboratory locations In Savannah, GA • Tallahassee, FL • Mobile, AL • Deerfield Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 414 SW 12th Avenue • DeerftfW Beach, Florida 33442 (305) 421-7400 • Fax (305) 421-2584 LOG NO: D1-12736A Received: 18 NOV 91 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Project: TuTu Aquifer (TA-] Sampled By: Client LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION , QC REPORT FOR SOLID/SEMISOLID Page 3 12736A-2 Lab Blank 12736A-3 Matrix Spike - X Recovery PARAMETER 12736A-2 12736A-3 Volatiles in TCLP Extract Benzene (TCLP) , mg/1 Carbon tetrachloride (TCLP) , mg/1 Chlorobenzene (TCLP) , mg/1 Chloroform (TCLP) , mg/1 1,2-Dichloroethane (TCLP), mg/1 1,1-Dichloroethylene (TCLP), mg/1 Methyl ethyl ketone (TCLP) , mg/1 Tetrachloroethylene (TCLP) , mg/1 Trichloroethylene (TCLP) , mg/1 Vinyl chloride (TCLP), mg/1 Semivolatiles in TCLP Extract Cresol o.m.p (TCLP), mg/1 1 ,4-Dichlorobenzene (TCLP), mg/1 2,4-Dinitrotoluene (TCLP), mg/1 Hexachlorobenzene (TCLP) , mg/1 Hexachlorobutadiene (TCLP) , mg/1 Hexachloroe thane (TCLP) , mg/1 Nitrobenzene (TCLP), mg/1 Pentachlorophenol (TCLP) , mg/1 2,4,5-Trichlorophenol (TCLP), mg/1 2,4,6-Trichlorophenol (TCLP), mg/1 Pyridine (TCLP) , mg/1 <0.020 <0.020 <0.020 <0.020 <0.020 <0.020 <0.40 <0.020 <0.020 <0 . 040 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.25 <0.25 <0.050 <0.25 100 X 70 X 83 X 80 X 79 X 61 X 80 X 76 X 81 X 66 X 37 X 26 X 38 X 92 X 64 X 33 X 36 X 116 X 73 X 100 X 10 X Laboratory locations In Savannah, GA • Tallahassee, FL • Mobile, AL • Deeiileld Beach, FL • Tampa, FL SAVANNAH LABORATORIES ft ENVIRONMENTAL SERVICES, INC. 414 SW 12th Avenue • Deerfjgd Beach. Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 LOG NO: D1-12736A Received: 18 NOV 91 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Project: TuTu Aquifer (TA-] Sampled By: Client LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION , QC REPORT FOR SOLID/SEMISOLID Page 4 12736A-2 12736A-3 Lab Blank Matrix Spike - X Recovery PARAMETER 12736A-2 12736A-3 Metals in TCLP Extract Arsenic (TCLP) , mg/1 Barium (TCLP), mg/1 Cadmium (TCLP) , mg/1 Chromium (TCLP) , mg/1 Lead (TCLP), mg/1 Selenium (TCLP). mg/1 Silver (TCLP), mg/1 Mercury in TCLP Extract (7470), mg/1 <0.20 <0.050 <0.010 <0.050 <0.10 <0.20 <0.010 <0.020 99 X 97 X 94 X 89 X 75 X 104 X 81 X 106 X Method 1311 - Reported TCLP results have not been corrected for analytical bias per instructions of client. Ivette Larralde Laboratory locations In Savannah, GA • Tallahassee, FL • Mobile, AL • Deerfleld Beach, FL • Tampa, FL AVANNAH LABORATORIES I ENVIRONMENTAL SERVICES, INC. ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD «h.Q*.3l4H4 OlMIMHMdFtelMn.ltMMMI.attXn .————r____ »4H Sorthiml Olh **n». Pi mtM Budi. R. 3MC now: (305) 4Z1-WOO . O 6712 OMMH R(Md.5ato 100.Tm|N. FL338M Phon»:(TO)«S-74Z7 Tli flfl^ (ANALYSES SAMPLING DATC TIME SAMPLE IDENTJFICATON ) 9.- I i- * U> /jVg/ / //¥ / flt •' j-S^' JST/ , / $iW$//''$.£/ ! ' / / / / m***-^////*'//^-'^/' // •• x •' • / / ^^Mm^/// / / / / / A REPORT DOE DATE STANDMRDTAT EXPEDITED TAT (LiI NUMBER OF CONTAINERS SUeWtTTeD * SUBJECT TO HUSH FEES "/H 1115 \ REUMQmSHFD BY: (5WHATU«E| "DMT 1ME GATE V: ( TTM6 •ror TBT v3h"3-?"; '^v •. -W SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. ,414 SW 12th Avenue • Deeifigld Beach, Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 LOG NO: D2-20692 Received: 02 MAR 92 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Project: 0HA-91-197 (Virgin Islands/Harthm Sampled By: Leo Swayze LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION , LIQUID SAMPLES Page 1 DATE SAMPLED 20692-1 20692-2 20692-3 20692-4 20692-5 PARAMETER VI-1 VI-1 Dup VI-2 VI-3 VI-4 02-26-92 02-26-92 02-26-92 02-26-92 02-26-92 20692-1 20692-2 20692-3 20692-4 20692-5 Purgeables Bromodichlororaethane, ug/1 Bromoform, ug/1 Bromomethane, ug/1 Carbon Tetrachloride, ug/1 Chlorobenzene, ug/1 Chloroethane, ug/1 2-Chloroethylvinyl Ether, ug/1 Chloroform, ug/1 Chloromethane, ug/1 Dibromochloromethane, ug/1 1.2-Dichlorobenzene, ug/1 1.3-Dichlorobenzene, ug/1 1.4-Dichlorobenzene, ug/1 Dichlorodifluoromethane, ug/1 1.1-Dichloroethane, ug/1 1.2-Dichloroethane, ug/1 1,1-Dichloroethene, ug/1 Cis/trans-1,2-dichloroethyl ene, ug/1 <5.0 <5.0 <5.0 <5.0 <5.0 5.0 Laboratory locations in Savannah, GA • Tallahassee, FL • Mobile, AL • Deerlield Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. "M SW 12th Avenue • Deerlield Beach. Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 _^ «= LOG NO: D2-20692 Received: 02 MAR 92 Mr. Leo Swayze Hydrologic Associates U . S . A . , Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Project: #HA-91-197 (Virgin Islands/Harthm Sampled By: Leo Swayze REPORT OF RESULTS Page 2 LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES DATE SAMPLED 20692-1 20692-2 20692-3 20692-4 20692-5 Vl-1 VI-1 Dup VI-2 VI-3 VI-4 02-26-92 02-26-92 02-26-92 02-26-92 02-26-92 PARAMETER 20692-1 20692-2 20692-3 20692-4 20692-5 1,2-Dichloropropane, ug/1 <1.0 <1.0 <1.0 <1.0 <1.0 Cis-l,3-Dichloropropene, ug/1 <1.0 <1.0 <1.0 <1.0 <1. Trans-1,3-Dichloropropene, ug/1 <1.0 <1.0 <1.0 <1.0 <1.0 ^Methylene Chloride, ug/1 <1.0 <1.0 <1.0 <1.0 <1. 1,1,2,2-Tetrachloroethane, ug/1 <1.0 <1.0 <1.0 <1.0 <1. Tetrachloroethylene, ug/1 <1.0 <1.0 9.5 <1.0 <1. 1.1.1-Trichloroethane, ug/1 <1.0 <1.0 <1.0 <1.0 <1 1.1.2-Trichloroethane, ug/1 <1.0 <1.0 <1.0 <1.0 Trichloroethene, ug/1 <1.0 <1.0 <1.0 <1.0 <1. Trichlorofluoromethane, ug/1 <1.0 <1.0 <1.0 <1.0 <1.0 Vinyl Chloride, ug/1 <1.0 <1.0 <1.0 <1.0 Benzene, ug/1 <1.0 <1.0 <1.0 <1.0 <1.0 Ethylbenzene, ug/1 <1.0 <1.0 <1.0 <1.0 <1. Toluene, ug/1 <1.0 <1.0 <1.0 <1.0 <1. Xylenes, ug/1 <1.0 <1.0 <1.0 <1.0 <1. Me thyl-tert-butyl ether <10 <10 <10 <10 <10 (MTBE), ug/1 Date Analyzed 03.04.92 03.04.92 03.04.92 03.04.92 03.04.92 Dilution factor 1 1 1 1 Method Number 601/602 601/602 601/602 601/602 601/602 Laboratory locations in Savannah, GA • Tallahassee, FL • Mobile, AL • Deerlield Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 14 SW 12th Avenue • Deerheld Beach. Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 - «c LOG NO: D2-20692 Received: 02 MAR 92 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Project: 0HA-91-197 (Virgin Islands/Harthra Sampled By: Leo Swayze LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION , LIQUID SAMPLES Page 3 DATE SAMPLED 20692-6 VI-5 20692-7 VI-6 20692-8 GAM-1 02-26-92 02-27-92 02-29-92 PARAMETER 20692-6 20692-7 20692-8 Purgeables Bromodichlororne thane, ug/1 Bromoform, ug/1 Bromomethane, ug/1 Carbon Tetrachloride, ug/1 xChlorobenzene, ug/1 Chloroethane, ug/1 2-Chloroethylvinyl Ether, ug/1 Chloroform, ug/1 Chloromethane, ug/1 Dibromochloromethane, ug/1 1.2-Dichlorobenzene, ug/1 1.3-Dichlorobenzene, ug/1 1.4-Dichlorobenzene, ug/1 Dichlorodifluoromethane, ug/1 1.1-Dichloroethane, ug/1 1.2-Dichloroethane, ug/1 1.1-Dichloroethene, ug/1 Cis/trans-1,2-dichloroethylene, ug/1 1.2-Dichloropropan«, ug/1 Cis-l,3-Dichloropropene, ug/1 Trans-1,3-Dichloropropene, ug/1 <5.0 <5.0 <5.0 Laboratory locations in Savannah, GA • Tallahassee, FL • Mobile, AL • Deerfield Beach. FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES. INC. '14 SW 12th Avenue • Deerfield Beach. Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 - «r LOG NO: D2-20692 Mr. Leo Swayze Hydrologic Associates U . S . A . , Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Received: 02 MAR 92 Project: 0HA-91-197 (Virgin Islands/Harthm Sampled By: Leo Swayze LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION , LIQUID SAMPLES Page 4 DATE SAMPLED 20692-6 VI-5 20692-7 VI-6 20692-8 GAM-1 PARAMETER Methylene Chloride, ug/1 1,1,2 ,2-Tetrachloroethane, ug/1 Tetrachloroethylene , ug/1 1,1,1-Trichloroethane, ug/1 1,1,2-Trichloroethane, ug/1 , Trichloroethene , ug/1 Trichlorofluoromethane, ug/1 Vinyl Chloride, ug/1 Benzene , ug/1 Ethylbenzene , ug/1 Toluene , ug/1 Xylenes , ug/1 Methyl-tert-butyl ether (MTBE) , ug/1 Date Analyzed Dilution factor Method Number 02-26-92 02-27-92 02-29-92 20692-6 20692-7 20692-8 <1.0 <1.0 <1 <1.0 <1.0 <1 1. 3 <1 . 0 <1 .0 <1.0 <1.0 <1 <1.0 <1.0 <1 <1.0 <1.0 <1. <1 . 0 <1 . 0 <1 . 0 <1.0 <1.0 <1 <1 . 0 <1 . 0 *<10 <1.0 <1.0 *<1 <1.0 <1.0 *<1 <1 . 0 <1 . 0 *<10 <10 <10 4700 03.04.92 03.04.92 03.04.92 1 1 1 601/602 601/602 601/602 Laooratory locations in Savannah, GA • Tallahassee, FL • Mobile, AL • Deertield Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES. INC. 14 SW 12th Avenue • Deerfield Beach. Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 «= LOG NO: D2-20692 Received: 02 MAR 92 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Project: //HA-91-197 (Virgin Islands /Ha rthra Sampled By: Leo Swayze LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION , QC REPORT FOR LIQUID SAMPLES Page 5 20692-9 Lab Blank 20692-10 Accuracy - X Recovery (Mean) 20692-11 Precision - Relative X Difference PARAMETER 20692-9 20692-10 20692-11 Purgeables Bromodichloromethane, ug/1 Bromoform, ug/1 Bromomethane, ug/1 Carbon Tetrachloride, ug/1 xChlorobenzene, ug/1 Chlo ro e thane, ug/1 2-Chloroethylvinyl Ether, ug/1 Chloroform, ug/1 Chloromethane, ug/1 Dibromochloromethane, ug/1 1.2-Dichlorobenzene, ug/1 1.3-Dichlorobenzene, ug/1 1.4-Dichlorobenzene, ug/1 Dichlorodifluoromethane, ug/1 1.1-Dichloroethane, ug/1 1.2-Dichloroethane, ug/1 1.1-Dichloroethene, ug/1 Cis/trans-1,2-dichloroethylene, ug/1 1.2-Dichloropropane, ug/1 Cis-1,3-Dichloropropene, ug/1 Trans-1,3-Dichloropropene, ug/1 <5.0 94 X O X 82 1.2 TL Laboratory locations in Savannah, GA • Tallahassee, FL • Mobile, AL • Deertieid Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES. INC. •M4 SW 12th Avenue • Deerdeld Beach. Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 K LOG NO: D2-20692 Received: 02 MAR 92 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Project: #HA-91-197 (Virgin Islands/Harthm Sampled By: Leo Swayze LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION , QC REPORT FOR LIQUID SAMPLES Page 6 20692-9 Lab Blank 20692-10 Accuracy - X Recovery (Mean) 20692-11 Precision - Relative X Difference PARAMETER 20692-9 20692-10 20692-11 Methylene Chloride, ug/1 1,1,2,2-Tetrachloroethane, ug/1 Tetrachloroethylene, ug/1 1.1.1-Trichloroethane, ug/1 1.1.2-Trichloroethane, ug/1 Trichloroethene, ug/1 Trichlorofluoromethane, ug/1 Vinyl Chloride, ug/1 Benzene, ug/1 Ethylbenzene, ug/1 Toluene, ug/1 Xylenes, ug/1 Methyl-tert-butyl ether (MTBE), ug/1 Date Analyzed 90 X 8.9 X 109 X OX 106 X 0.94 X 03.04.92 Method Reference: EPA 40 CFR Part 136. Ivette Larralde Laboratory locations in Savannah, GA • Tallahassee, FL • Mobile, AL • Deerfleld Beach. FL • Tampa, FL V• HYDROLOGIC ASSOCIATES U.S.A., INC. 14707 S. Dixie Highway, Penthouse 403 Miami, Florida 33176 Phone: (305) 252-7118 Fax: (305) 254-0874 CHAIN OF CUSTODY RECORD Page Of PROJECT NO. PROJECT NAME SAMPLERS (Signature) pie Description (typs) SAMPLE I DATE DESIGNATION' SAMPUNG EVENT CONTAINER RECORD PREPARED BY RECEIVED BY: Relinquished by: Receiveji4»vy linquisbed by. Received by: Received by: Received by: Relinquished by: SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 14 SW 12th Avenue • Deerfield Beach, Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 LOG NO: D2-20691 Received: 02 MAR 92 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Project: #HA-91-197 (TuTu Aquifer/4-Winds) Sampled By: Leo Swayze LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION , LIQUID SAMPLES Page 1 DATE SAMPLED 20691-1 TT-1 20691-2 TT-2 20691-3 TT-3 20691-4 TT-4 20691-5 TuTu Trip Blank PARAMETER 20691-1 20691-2 Purgeables Broraodichlorome thane , ug/1 <1.0 <1.0 ^Bromoform, ug/1 <5.0 <5.0 Bromome thane , ug/1 <1.0 <1.0 Carbon Tetrachloride , ug/1 <1.0 <1.0 Chlorobenzene, ug/1 <1.0 <1.0 Chloroethane , ug/1 <1.0 <1.0 2-Chloroethylvinyl Ether, ug/1 <10 <10 Chloroform, ug/1 <1.0 <1.0 Chlorome thane , ug/1 <1.0 <1.0 Dibromochlorome thane , ug/1 <1.0 <1.0 1, 2-Dichlorobenzene, ug/1 <1.0 <1.0 1,3-Dichlorobenzene, ug/1 <1.0 <1.0 1,4-Dichlorobenzene, ug/1 <1.0 <1.0 Dichlorodifluoromethane, ug/1 <10 <10 1,1-Dichloroethane, ug/1 <1.0 <1.0 1,2-Dichloroethane, ug/1 <1.0 <1.0 1,1-Dichloroethene, ug/1 <1.0 <1.0 Cis/trans-l,2-dichloroethyl 170 210 ene, ug/1 20691-3 <1000 <5000 <1000 <1000 <1000 <1000 <10000 <1000 <1000 <1000 <1000 <1000 <1000 <10000 <1000 <1000 <1000 <1000 02-27-92 02-27-92 02-27-92 02-27-92 02-27-92 20691-4 20691-5 <25 <1.0 <120 <5.0 <25 <1.0 <25 <1.0 <25 <1.0 <25 <1.0 <250 <10 <25 <1.0 <25 <1.0 <25 <1.0 <25 <1.0 <25 <1.0 <25 <1.0 <250 <10 <25 <1.0 <25 <1.0 <25 <1.0 <25 <1.0 Laboratory locations in Savannah, GA • Tallahassee, FL • Mobile, AL • Deerfield Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES. INC. 14 SW 12th Avenue • Deerfield Beach, Florida 33442 • (305) 421-7400 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Fax (305)421-2584 LOG NO: D2-20691 Received: 02 MAR 92 Project: #HA-91-197 (TuTu Aquifer/4-Winds) Sampled By: Leo Swayze LOG NO SAMPLE DESCRIPTION REPORT OF RESULTS LIQUID SAMPLES Page 2 DATE SAMPLED 20691-1 TT-1 20691-2 TT-2 20691-3 TT-3 20691-4 TT-4 20691-5 TuTu Trip Blank PARAMETER 20691-1 1,2-Dichloropropane, ug/1 <1.0 Cis-l,3-Dichloropropene, ug/1 <1.0 Trans-1, 3-Dichloropropene, ug/1 <1.0 -'Methylene Chloride, ug/1 <1.0 1,1,2,2-Tetrachloroethane, ug/1 <1.0 Tetrachloroethylene, ug/1 69 1,1,1-Trichloroethane, ug/1 <1.0 1,1,2-Trichloroethane, ug/1 <1.0 Trichloroethene, ug/1 14 Trichlorofluorome thane, ug/1 <1.0 Vinyl Chloride, ug/1 <1.0 Benzene, ug/1 <1.0 Ethylbenzene, ug/1 <1.0 Toluene, ug/1 <1.0 Xylenes , ug/1 <1.0 Methyl- tert-butyl ether (MTBE) , ug/1 55 Date Analyzed 03.04.92 Dilution factor 1 Method Number 601/602 20691-2 20691-3 <1 . 0 <1000 <1.0 <1000 <1.0 <1000 <1 . 0 <1000 <1 . 0 <1000 73 <1000 <1.0 <1000 <1.0 <1000 18 <1000 <1 . 0 <1000 <1 . 0 <1000 <1.0 26000 <1 . 0 2400 <1.0 38000 5.4 38000 <10 62000 03.04.92 03.04.92 1 1000 601/602 601/602 02-27-92 02-27-92 02-27-92 02-27-92 02-27-92 20691-4 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 7700 03.05.92 25 601/602 20691-5 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <10 03.04.92 1 601/602 Laboratory locations in Savannah, GA • Tallahassee, FL • Mobile, AL • Deerfield Beach, FL • Tampa, FL SAVANNAH LABORATORIES A ENVIRONMENTAL SERVICES. INC. 4 SW 12th Avenue • Deerfield Beach. Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 _ ^ LOG NO: D2-20691 Received: 02 MAR 92 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Project: #HA-91-197 (TuTu Aquifer/4-Winds) Sampled By: Leo Swayze REPORT OF RESULTS Page 3 LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES DATE SAMPLED 20691-6 TT-2 Duplicate 02-27-92 PARAMETER 20691-6 Purgeables Bromodichloromethane, ug/1 <1.0 Bromoform, ug/1 <5.0 Bromomethane, ug/1 <1.0 Carbon Tetrachloride, ug/1 <1.0 Chlorobenzene, ug/1 <1.0 Chloroethane, ug/1 <1.0 ^2-Chloroethylvinyl Ether, ug/1 Chloroform, ug/1 Chloromethane, ug/1 Dibromochloromethane, ug/1 1.2-Dichlorobenzene, ug/1 1.3-Dichlorobenzene, ug/1 1.4-Dichlorobenzene, ug/1 Dichlorodifluoromethane, ug/1 1.1-Dichloroethane, ug/1 <1.0 1.2-Dichloroethane, ug/1 <1.0 1.1-Dichloroethene, ug/1 <1.0 Cis/trans-1,2-dichloroethylene, ug/1 *97 1.2-Dichloropropane, ug/1 <1.0 Cis-l,3-Dichloropropene, ug/1 <1.0 Trans-l,3-Dichloropropene, ug/1 <1.0 Methylene Chloride, ug/1 <1.0 1,1,2,2-Tetrachloroethane, ug/1 <1.0 * Estimated value. This value is above calibration range. Due to insufficient sample amount we were unable to reanalyze. Laboratory locations in Savannah, GA • Tallahassee, FL • Mobile, AL • Deerfield Beach. FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES. INC. M4 SW 12th Avenue • Deerfield Beach, Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 ^ - «= LOG NO: D2-20691 Received: 02 MAR 92 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Project: #HA-91-197 (TuTu Aquifer/4-Winds) Sampled By: Leo Swayze REPORT OF RESULTS Page 4 LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES DATE SAMPLED 20691-6 TT-2 Duplicate 02-27-92 PARAMETER 20691-6 1,1,2,2-Tetrachloroethane, ug/1 <1.0 Tetrachloroethylene, ug/1 *110 1.1.1-Trichloroethane, ug/1 <1.0 1.1.2-Trichloroethane, ug/1 <1.0 Trichloroethene, ug/1 22 Trichlorofluoromethane, ug/1 <1.0 Vinyl Chloride, ug/1 <1.0 Benzene, ug/1 <1.0 Ethylbenzene, ug/1 <1.0 Toluene, ug/1 <1.0 Xylenes, ug/1 <1.0 Methyl-tert-butyl ether (MTBE), ug/1 <10 Date Analyzed 03.04.92 Dilution factor 1 Method Number 601/602 * Estimated value. This value is above calibration range. Due to insufficient sample amount we were unable to reanalyze. Laboratory locations in Savannah, GA • Tatlahassee, FL • Mobile, AL • Deerfield Beac* FL • Tampa, FL SAVANNAH LABORATORIES 8, ENVIRONMENTAL SERVICES, INC. 14 SW 12th Avenue • Deerfield Beach. Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 - « LOG NO: D2-20691 Mr. Leo Swayze Hydrologic Associates U . S . A . , Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Received: 02 MAR 92 Project: #HA-91-197 (TuTu Aquifer/4-Winds) Sampled By: Leo Swayze LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION , LIQUID SAMPLES Page 5 DATE SAMPLED 20691-7 TT-5 PARAMETER 02-27-92 20691-7 Hydrocarbons (Modified 8100) Hydrocarbons as Heavy Oils, mg/kg Date Analyzed Method Number Dilution factor 100000 03.05.92 MOD 8100 1 Laboratory locations in Savannah, GA • Tallahassee, FL • Mobile, AL • Deerfieid Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 4 SW 12th Avenue • Deerfield Beach, Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 — ~ «= LOG NO: D2-20691 Received: 02 MAR 92 Mr. Leo Swayze Hydrologic Associates U . S . A . , Inc. 14707 S. Dixie Highway. Penthouse #403 Miami, Florida 33176 Project: #HA-91-197 (TuTu Aquifer/4-Winds) Sampled By: Leo Swayze REPORT OF RESULTS Page 6 LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES DATE SAMPLED 20691-8 TT-6 02-27-92 PARAMETER 20691-8 Purgeables Benzene, ug/1 <50 Bromodichloromethane, ug/1 <50 Bromoform, ug/1 <50 Bromomethane, ug/1 <100 Carbon tetrachloride, ug/1 <50 3hlorobenzene, ug/1 <50 ^Chloroe thane, ug/1 <100 2-Chloroethylvinyl ether, ug/1 <100 Chloroform, ug/1 <50 Chloromethane, ug/1 <100 Dibromochloromethane, ug/1 <50 1.2-Dichlorobenzene, ug/1 <50 1.3-Dichlorobenzene, ug/1 <50 1.4-Dichlorobenzene, ug/1 <50 1.1-Dichloroethane, ug/1 <50 1.2-Dichloroethane, ug/1 <50 1.1-Dichloroethene, ug/1 <50 cis/trans-l,2-Dichloroethylene, ug/1 <50 1.2-Dichloropropane, ug/1 <50 cis-l,3-Dichloropropene, ug/1 <50 trans-1,3-Dichloropropene, ug/1 <50 Ethylbenzene, ug/1 120 Laboratory locations in Savannah, GA • Tallahassee, FL • Mobile, AL • Deerfield Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES. INC. M SW 12th Avenue • Deerfield Beach, Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 ^ LOG NO: D2-20691 Received: 02 MAR 92 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Project: 0HA-91-197 (TuTu Aquifer/4-Winds) Sampled By: Leo Swayze LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION , LIQUID SAMPLES Page 7 DATE SAMPLED 20691-8 TT-6 02-27-92 PARAMETER 20691-8 Methylene chloride, ug/1 1,1,2,2-Tetrachloroethane, ug/1 Tetrachloroethene, ug/1 Toluene, ug/1 1.1.1-Trichloroethane, ug/1 1.1.2-Trichloroethane, ug/1 Trichloroethene, ug/1 V_^Trichlorofluoromethane, ug/1 Vinyl Chloride, ug/1 Xylenes, ug/1 Date Analyzed Method Number Dilution factor <50 <50 <50 <50 <50 <50 <50 <50 <100 <50 03.04.92 EPA 624 10 Laboratory locations in Savannah, GA • Tallahassee, FL • Mobile, AL • Deerfield Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES. INC. •14 SW 12th Avenue • Deerfield Beach. Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 _^ K LOG NO: D2-20691 Received: 02 MAR 92 Mr. Leo Swayze Hydrologic Associates U . S . A . , Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Project: 0HA-91-197 (TuTu Aquifer/4-Winds) Sampled By: Leo Swayze REPORT OF RESULTS Page 8 LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES DATE SAMPLED 20691-8 TT-6 02-27-92 PARAMETER 20691-8 BN-A Extractables (625) Acenaphthene, ug/1 <10 Acenaphthylene, ug/1 <10 Anthracene, ug/1 <10 Aldrin, ug/1 <50 Benzo(a)Anthracene, ug/1 <10 Benzo(b)fluoranthene. ug/1 <10 ^Benzo (k) Fluoranthene, ug/1 <10 Benzo(a)pyrene, ug/1 <10 Benzo(g,h,i)perylene, ug/1 <10 Benzyl butyl phthalate, ug/1 <10 beta-BHC, ug/1 <50 delta-BHC, ug/1 <50 bis(2-Chloroethyl) ether, ug/1 <10 bis(2-Chloroethoxy) methane, ug/1 <10 bis(2-Ethylhexyl) phthalate, ug/1 <10 bis(2-chloroisopropyl)ether, ug/1 <10 4-Bromophenyl-phenyl-ether, ug/1 <10 Chlordane, ug/1 <50 2-Chloronaphthalene, ug/1 <10 4-Chlorophenyl-phenyl ether, ug/1 <10 Chrysene, ug/1 <10 4,4'-ODD, ug/1 <10 Laboratory locations in Savannah, GA • Tallahassee, FL • Mobile, AL • Deerfield Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 414 SW 12th Avenue • Deerfield Beach, Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 - ^ LOG NO: D2-20691 Received: 02 MAR 92 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Project: 0HA-91-197 (TuTu Aquifer/4-Winds) Sampled By: Leo Swayze REPORT OF RESULTS Page 9 LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES DATE SAMPLED 20691-8 TT-6 02-27-92 PARAMETER 20691-8 4,4'-DDE, ug/1 <10 4,4'-DOT, ug/1 <10 Dibenzo (a,h)anthracene, ug/1 <10 Di-n-butylphthalate, ug/1 <10 1,3-Dichlorobenzene, ug/1 <10 1,2-Dichlorobenzene, ug/1 <10 1,4-Dichlorobenzene, ug/1 <10 3,3'-Dichlorobenzidine, ug/1 <20 Dieldrin, ug/1 <50 Diethyl Phthalate, ug/1 <10 Dimethyl phthalate, ug/1 <10 2,4-Dinitrotoluene, ug/1 <10 2,6-Dinitrotoluene, ug/1 <10 Di-n-octylphthalate, ug/1 <10 Endosulfan sulfate, ug/1 <100 Endrin Aldehyde, ug/1 <50 Fluoranthene, ug/1 <10 Fluorene, ug/1 <10 Heptachlor, ug/1 <50 Heptachlor epoxide, ug/1 <50 Hexachlorobenzene, ug/1 <10 Hexachlorobutadiene, ug/1 <10 Hexachloroethane, ug/1 <10 Laboratory locations in Savannan, GA • Tallahassee, FL • Mobile, AL • Deerfield Beach FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES. INC. 14 SW 12th Avenue • Deerfield Beach. Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 -^ ~ « LOG NO: D2-20691 Received: 02 MAR 92 Mr. Leo Swayze Hydrologic Associates U . S . A . , Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Project: #HA-91-197 (TuTu Aquifer/4-Winds) Sampled By: Leo Swayze REPORT OF RESULTS Page 10 LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES DATE SAMPLED 20691-8 TT-6 02-27-92 PARAMETER 20691-8 Indeno (1,2,3-cd)pyrene, ug/1 <10 Isophorone, ug/1 <10 Naphthalene, ug/1 65 Nitrobenzene, ug/1 <10 N-Nitrosodi-N-Propylamine, ug/1 <10 Aroclor-1016, ug/1 <500 Aroclor-1221, ug/1 <500 'Aroclor-1232, ug/1 <500 Aroclor-1242, ug/1 <500 Aroclor-1248, ug/1 <500 Aroclor-1254, ug/1 <500 Aroclor-1260, ug/1 <500 Phenanthrene, ug/1 <10 Pyrene, ug/1 <10 Toxaphene, ug/1 <1000 1,2,4-Trichlorobenzene, ug/1 <10 4-Chloro-3-methylphenol, ug/1 <10 2-Chlorophenol, ug/1 <10 2,4-Dichlorophenol, ug/1 <10 2,4-Dimethylphenol, ug/1 <10 2,4-Dinitrophenol, ug/1 <50 2-Methyl-4,6-dinitrophenol, ug/1 <50 2-Nitrophenol, ug/1 <10 Laboratory locations in Savannah, GA • Tallahassee, FL • Mobile, AL • Deerfield Beach, FL • Tampa, FL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 14 SW 12th Avenue • Deerfield Beach, Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 ^ «; LOG NO: D2-20691 Received: 02 MAR 92 Mr. Leo Swayze Hydrologic Associates U . S . A . , Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Project: #HA-91-197 (TuTu Aquifer/4-Winds) Sampled By: Leo Swayze REPORT OF RESULTS Page 11 LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES DATE SAMPLED 20691-8 TT-6 02-27-92 PARAMETER 20691-8 4-Nitrophenol, ug/1 <50 Pentachlorophenol, ug/1 <50 Phenol, ug/1 <10 2,4,6-Trichlorophenol, ug/1 <10 Date Extracted 03.05.92 Date Analyzed 03.09.92 Method Number EPA 625 Dilution factor 1 Laboratory locations in Savannah, GA • Tallahassee, FL • Mobile, AL • Deerfield Beach, FL • Tampa, FL SAVANNAH LABORATORIES i, ENVIRONMENTAL SERVICES, INC. M SW 12th Avenue • Deerfield Beach. Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 _^ «; LOG NO: D2-20691 Received: 02 MAR 92 Mr. Leo Swayze Hydrologic Associates U . S . A . , Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Project: #HA-91-197 (TuTu Aquifer/4-Winds) Sampled By: Leo Swayze REPORT OF RESULTS Page 12 LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES DATE SAMPLED 20691-9 TT-6-Dup 02-27-92 PARAMETER 20691-9 BN-A Extractables (625) Acenaphthene, ug/1 <10 Acenaphthylene, ug/1 <10 Anthracene, ug/1 <10 Aldrin, ug/1 <50 Benzo(a)Anthracene, ug/1 <10 Benzo(b)fluoranthene, ug/1 <10 ^iJenzo (k) Fluoranthene, ug/1 <10 Benzo(a)pyrene, ug/1 <10 Benzo(g,h,i)perylene, ug/1 <10 Benzyl butyl phthalate, ug/1 <10 beta-BHC, ug/1 <50 delta-BHC, ug/1 <50 bis(2-Chloroethyl) ether, ug/1 <10 bis(2-Chloroethoxy) methane, ug/1 <10 bis(2-Ethylhexyl) phthalate, ug/1 <10 bis(2-chloroisopropyl)ether, ug/1 <10 4-Bromophenyl-phenyl-ether, ug/1 <10 Chlordane, ug/1 <50 2-Chloronaphthalene, ug/1 <10 4-Chlorophenyl-phenyl ether, ug/1 <10 Chrysene, ug/1 <10 4,4'-ODD, ug/1 <10 Laboratory locations in Savannah, GA • Tallahassee, FL • Mobile, AL • Deerfield Beach, FL • Tampa, FL SAVANNAH LABORATORIES 8, ENVIRONMENTAL SERVICES. INC. '14 SW 12th Avenue • Deerfield Beach. Florida 33442 • (305) 421-7400 • Fax (305) 421-2584 _^ - ^ LOG NO: D2-20691 Received: 02 MAR 92 Mr. Leo Swayze Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse #403 Miami, Florida 33176 Project: #HA-91-197 (TuTu Aquifer/4-Winds) Sampled By: Leo Swayze REPORT OF RESULTS Page 13 LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES DATE SAMPLED 20691-9 TT-6-Dup 02-27-92 PARAMETER 20691-9 4,4'-DDE, ug/1 <10 4,4'-DOT. ug/1 <10 Dibenzo (a.h)anthracene, ug/1 <10 Di-n-butylphthalate, ug/1 <10 1,3-Dichlorobenzene, ug/1 <10 1,2-Dichlorobenzene, ug/1 <10 1,4-Dichlorobenzene, ug/1 <10 ,3,3'-Dichlorobenzidine, ug/1 <20 Dieldrin, ug/1 <50 Diethyl Phthalate, ug/1 <10 Dimethyl phthalate, ug/1 <10 2,4-Dinitrotoluene, ug/1 <10 2,6-Dinitrotoluene, ug/1 <10 Di-n-octylphthalate, ug/1 <10 Endosulfan sulfate, ug/1 <100 Endrin Aldehyde, ug/1 <50 Fluoranthene, ug/1 <10 Fluorene, ug/1 <10 Heptachlor, ug/1 <50 Heptachlor epoxide, ug/1 « ^ y '1% PREPARED BY: ,/£ DATEynUE f/it/lt- • AECaVECBY: DATE/TIME Dale / Time Deceived by: Xfj/jii /« 5° d[s. f//£Sf TtaL i Time : Received bv: ReinqufeHabbtf/t Date /Time Received by. • ^h. f 7 /' • / J9- i&<<-' *rA<*h , ,''#?, --Lt'' / ; 56t 9*-^ ~**. S/vy% //**> <2%'//•' HeUnquished hy 1 Date / Time ReceiWSy: f HYDROLOGIC ASSOCIATES UJSJL, INC. 14707 S. Dixie Highway, Penthouse 403 Miami, Florida 33176 Phone: (305) 252-71 18 Fax: (305) 25^0674 CHAIN OF CUSTODY RECORD Page \ APPENDIX X SOIL RESISTIVITY ANALYSIS Ardaman & Associates, Inc. Consultants in Soils. Hydrogeology, December 3, 1991 Foundations and Materials Testing File Number 91-199 Hydrologic Associates U.S.A., Inc. 14707 S. Dixie Highway, Penthouse 403 Miami, FL 33176 Attn: Mr. Leo Swayze Subject: Geotechnical Laboratory Testing Gentlemen: As requested, the three soil samples which we received from you were tested to determine soil resistivity. The tests were performed in accordance with ASTM G 57 using a soil box and meter. The results of the resistivity determinations are presented below: Sample Resistivity Designation (ohm-cm) TA-WW-SS-SE 2,270 TA-WW-SS-WC 2,150 TA-WW-SS-NC 1,900 If you have any questions or if you require additional testing, please contact us. Very truly yours, ARDAMAN & ASSOCIATES, INC. C. Wildman Manager of Technical Services Nadim F. Fuleihan Principal Florida Registration No. 31953 JCW/mvt 8008 S. Orange Avenue (32809). Post Office Box 593003. Onantlo. Ro'irta 3ZS53-3U03 Phono ctori B^'-'PS" FAX (-If?) 8S9-BI2'. Olfices in- Avon Park. Barlow. Brartenton. Cocoa. Fort Myers. Miami. Orlnnrto. Port C'hprioll". Pert Si I .H-I» Sa'»«n» Tallah.wce. Tampa. W Palm B»ach __ TABLE A-3 UNDERGROUND PREVENTIVE MAINTENANCE PROGRAM — FACILITY CORROSION RISK GROUP CLASSIFICATION: ..................... FACILITY NUMBER: .f^J. .............. SURVEY DATE: . //~ S. £~r. .^/. . . . . . . . . . . . . . . . . . . LOCATION: A^T".. /*'. PREPARED BY: .£&*...?.'.. .v II.(A) - SOll AORfSSlVgNISS EVALUATION: MUlTIMfTCR 'UNCTtON/RANCe xn TEST RESISTIVITY PH (l±Ci INJTRUMENr MADtMC: READING « 1000 • OHM$ x 10 • INSTROMlNT READtNC P" MOISTURE (JATURATED/MOIST/DRY) suinoi (res/ MO; Dt^FIMNTlAl CHA«ACrt«sncj SAMPLE 1 ICO n 2Mofl«" aq-so orev JL/O SAMPLE 2 KQ n I9oo Ocm Q-9f VOCT 2 CHOIVT) fO SAMPIE3 «T. n ZIToOcrr 9--r^ O^»»\t>2 C>no»>T) AVO RESISTIVITY RATIO (HIGH T LOW) PH DIFFERENCE ;HIGM - LOW) AVERAGE HOlOen. 9-11 4-0/5 0 ',11 -31 SOIL AOC«e$5|VENESS VALUE (SAV, POINT! fer O \ - 5 0 1 o &.^ • ACRA MA*X It SOU BOX NUMBER 2- • ANr KNOWN HAK HISTORY? 0YES D NO • ARE PRESBNT ST6EI TANKS PROTECTED »Y A CATHOWC PHOTCCHON SYSTEM YES NO SCORE' SAV AGE T/S INDEX 55 HYDROLOGIC ASSOCIATES U.S.A., INC. 14707 S. Dixie Highway, Penthouse 403 Miami, Florida 331 76 Phone: (305) 252-71 18 Fax: (305) 254-0874 CHAIN OF CUSTODY RECORD PMOJECT NO. PROJECT NAME SAMPLERS (Signature) SAMPLE DESIGNATION DATE TIME COMP. oco Sample Description (type) M GROUND WATER SURFACf WATER SOU. OF CONTAINERS Page L.J. ATT/V J/i/V REMARKS 7*7* X -a. 1^ XT 'f^ SAMPLING EVENT CONTAINER RECORD TYPE PRESERV. VOL (ML) NO.ft t<*—— PREPARED BY: DATE/TIME: RECEIVED BY: DATE/TIME: Relinquished by: <*-™*V * l Date / Tune Relinquished by: Date / Time Received by: Helinquished Received by: Relinquished by: Date / Time Received by: SECTION 8: PREDICTABILITY ANALYSIS OF TANK CONDITION At this time there ore essentially two methods of applying soil analysis data to assess the probability of tonic leak. These are the compilation of the Soil Aggressiveness Value (SAV) and the estimation of tank life from the Rogers' Regression Equation. Sail Aggressiveness Value (SAV) Soil aggressiveness values are a basis for comparing soil environments. When data on actual leaking tanks is compared to a graph where SAV is plotted against tank age, different ranges of SAV and age can be established to indicate conditions of high versus low probability of a leak occurring. Three elements constitute the SAV numerical total. These are: I) baste characteristics which include soil resistivity, soil pH and soil moisture II) differential characteristics which are the ratio of extreme values obtained at any one site of resistivity and pH — and III) sulphides, either present or not present (see ref. Environment Canada Report EE 14A-1). Points from a predetermined scale are applied to each factor which when added together gives the SAV. While the weighting points are not empirically derived, they are based on field experience of leaking tanks and expected tank life within the industry. Multiplying the SAV score by the tank age gives the T/S index. At least one major integrated oil company in Canada has based it's tank upgrading programme-on the following decision criteria using the T/S index. If the index is greater than 180, then underground storage tanks are recommended for replacement. For T/S values between 69 and 180, tanks are leak tested and either replaced or cathodically protected with an impressed current system. Below the 69 level, and below a SAV reading of 4, soil is considered 'benign' and tanks will not experience significant corrosion before reaching a T/5 index of 69. Above an SAV of 4 and below a T/S index of 69, tanks should be cathodically protected with on impressed current system. This tank evaluation procedure is shown in the attached graph (Figure A-l). While a close fit between a high versus a low probability of tank failure may be found using SAV scores for a large sample of sites, the T/S index does not give a complete correlation. Evaluation of the environmental risk (i.e. the possible consequential damage that could be caused by a leak) is recommended in all eases to supplement the decision making process. A simple subjective classification can be found in Environment Canada Report EE-M (A-2). but this con become more sophisticated depending on the need. Rogers' Regression Analysis This statistical anoly*" undertaken by Warren Rogers for API, aims at establishing whether the ages at which tank leaks occur are related to measureable characteristics of the tank environment. Sample data obtained from industry from which the formula was deve • oped indicated leaks at tank ages from a low of 5 years to o high of 45. The analysis u«n9 $0'( data of resistivity, moisture, pH and sulphides, together with tonk size, has resulted m o mathematical formula which explains approximately 75% of the variability in the actual tan plains approximately life experienced from the industry data. 59 In addition, it is claimed that the statistical properties of the remaining 25% variability ore such that reliable estimates of the probability of leak at any given "ne*p °'n*^ be made. irn«conno«r The equation can be stated as: i Mean Age to Leak = 5.75 x R as x $ -.oir * exp (.i2Ph .^ZM - .34 s«) { where R = resistivity (ohm-cm.) pH = acidity/alkalinity Su = sulphides S = tank size (Imperial M = moisture Gallons) This means that within a standard deviation range of ± 2.5 years of the 'mean' tonk life the probability of a tank leak is 68%. The probability of a leak at any given time is the octvo) age minus the mean age to leak divided by 2.5 with the resulting ratio used with a standard I normal distribution table of probabilities. The equation is most sensitive to changes in moisture, followed by sulphides. pH and resistivity, as shown in the attached chart. Originally, values recommended in the Rogers' ' report were for moisture: either 1 if saturated, or 0; and for sulphides either 1 if present or 0. However, in recent (November 1981) unpublished work completed by BP Canada, a three point rating system was used. The rating system for moisture was saturated 1. damp 0.5, dry 0 | and for sulphides was strongly present 1, trace 0.5 and no presence 0. This helped reduce the generally low estimated tank life predictions previously obtained (usually maximum life of 12 x years) and further separate different sites in terms of expected life and therefore risk of leok. I A summary of the unpublished BP Canada findings (attached) shows that the average estimated life of underground tanks at 227 sites in Quebec and Ontario soil sampled in 1981 was 14.9 years, with a low of 9.4 and a high of 23.8 years. This compares with variously quoted industry averages of tonk life of 17-19 years. As the Rogers' equation is further used, its reliability is likely to be improved with quantification of variables and comparison with actual leaking tanks. Additional work is also • being carried out by Rogers to develop a predictive model for internal corrosion and incorporate all data analysis into a decision tree model to optimize management decision making required for any comprehensive upgrading programme. This is expected to be particularly valuable in allocating capital totalling many millions of dollars over o likely • time-span of up to ten years. References: 1. Environment Canada Rttport EE-14 'Evaluation & Prevention of Corrosion Leaks on Buried Storage Tanks' • 2. 'Statistical Analysis of Time to leok of Buried Gasoline Storage Tanks' prepared by Warren Rogers Associates Incorporated for the American Petroleum sw 3. Unpublished 1981 data on use of Rogers' equation by BP Canada 60 l/l ut O \t FIGURE A-l - TANK EVALUATION GRAPH TEST AMD REPLACE OR PROTECT AREA •_•_• * •* ....'.'.'.'.*.*.• l^j^/^^^*^«'«V.* I 1AHK ACE (TA) enviromiiental r'li evaluation must be don*>. *. L 1 i . L . i- tj-iJl : 3:51PM : 6097733944- SENSITIVITY OF ROGERS' EQUATION DATA RESISTIVITY (R) TANK SIZE (5) PH Mean Age to Leak = 5.75 « R« « 10, ooo OHM-CM 5000 IG 8 S. Ol ' X EXP.t-'urn MOISTURE (M) - .45M - 2* 10) .3 SULPHIDES (SUj.5 MEAN AGE TO LEAK U IF PH9 PH 7 MOISTURE 0 MOISTURE 1 SULPHIDE 0 SULPHIDE 1 RESISTIVITY 60K RESISTIVITY 20K RESISTIVITY SK YEARS MEAN MEAN MEAN MEAN MEAN MEAN OHM-CM MEAN OHM-CM MEAN OHM-CM MEAN AGE AGE AGE AGE AGE AGE AGE AGE AGE .66 TO TO TO TO TO TO TO TO TO YRS LEAK LEAK LEAK LEAK LEAK LEAK LEAK LEAK LEAK 16.53 13.00 18.08 11.88 16.69 12.87 16. 15. 14. 03 17 16 CHANGE (Y«on) - 1.87 - 1.66 + 3.42 -2.78 + 2.03 -1.79 - 1.37 1- .51 - .5 RESISTIVITY & PH MEASURED FINITELY MOISTURE AND SULPHIDES PRESENCE DETECTED BUT NOT QUANTIFIED 62 OVERALL SOIL DATA * ROGERS' EST. TANK UFE RESISTIVITY OHM-CM > 10,000 NO. OF SITES 98 PH (RANGE) 6.7-9.2 MOISTURE .5 ———— (MOST COMMON) SULPHIDES 4 - 5,000- 10.000 49 6.9-8.3 3,000- 5,000 31 7.1-8.6 < 3,000 TOTAL 29 227 6.8-8.9 — *S ^^ (MOST COMMON) MEAN AGE TO LEAK ROGERS' ESTIMATED 10.9-23.8 11.7-17.1 10.5-17.3 9.4-17.3 RANGE IN YEARS AVG. OF MEAN AGES 16.0 14.7 13-6 13.5 AVERAGE Of ALL MEAN AGES 14.9 YEARS. Unpublished 1981 data of BP Canada 63 uur•T o CLASSIFICATION A TABLE A-2 ENVIRONMENTAL RISK EVALUATION ENVIRONMENTAL RISK High risk — Facilities at which tank leaks could cause the greatest hazard to life or to the environment. Locations in the vicinity of basements, subways or tunnels or those adjacent to navigable waterways or streams are examples. Moderate — These are sites where any tank leaks would present a moderate potential of hazard to human life and property and no damage to the environment. Low — These will generally be remote facilities where a tank leak would cause no particular hazard to life, property, or no damage to the environment. I I I .1 "I i 54 Pwblieo>io" EE'U "Evaluation and Pr.v.nfion of Corroiion Leak, on Buried RACic e^« , TABIE A-1 BASIS FOR THE EVALUATION OF UNDERGROUND ENVIRONMENTS IS A V Systems) ' " ' BASIC CHARACTERISTICS • Soil Resistivity7 Soil pH Soil Moi$tur« . <300 300- 1,000 1,000- 2,000 2,000- 5,000 5,000 - 10,000 10,000-25,000 > 25,000 3- 5- 6.5- 7.5- Saturated Damp Dry <3 5 6.5 7.5 9 POINTS 12 10 8 6 3 1 0 8 6 4 2 1 0 3 2 0 II DIFFERENTIAL CHARACTERISTICS • Resistivity (ratio of extremes) Soil pH (Difference in pH Value) III SULRDES >1:1Q > 1- 5 >1: 3 i <