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HomeMy WebLinkAboutMCKINLEY HEIGHTS #1 BLK 3 LT 4 Municipality of Anchorage Page ' DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: PID Number: ~"~ I - zl z - 32, Name: ~WF~ ¢~//¢¢~ ~4¢~ Wastewater System: ~ New ~ Upgrade Address: ~o~ 77[~ I~ ~q~[¢e~ ~ ABSORPTION FIELD Phone: ~ . 7~7~~ l~.ofBedrooms:~ ~ Deep Trench ~Shal[owTrench ~Bed ~Mound ~Other LEG AL D ESCR I PTI O N Sol, Rating: Total Depth from original grade: ~ GPD/Sq. Ft. Lot: ~ ~ ~ BIock:~ ~1~/~ ~'Subdiv~i°n:'-- ~ Depth to pi~ bottom from original~.7Ft,grsde: Gravel depth beneath pipe G Ft. Township: J Range:[S~on: Fill added above original grade: Gravel length: I Number of lines: Distance bet~ fines: WELL: ~ New ~ Upgrade Gravelwidth: ~ Ft. ~ Ft. Driller:~~ Dare__Drilled: Static Water~7.~ Level:Ft. Installer: ~¢~(~ ~ ~ Date installed: Yield: Pump Set at: Casing Height Above Ground: O,~l~ GPM ~ "~. /~'' r'. TANK SEPARATION DISTANCES ~Septic a Holding ~ S.T.E.P. To , ~ptlc Absorption Lift Holding =ubli~Private Manufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines ~ Material: Number of CompaHments: We~ /O~ /O~+ -- -- -- ~¢ Suffice ~ W~e. iO~+ 100+ __ _ _ LIFT STATION Lot Size in gallons: ~ Manufacturer: ~ "Pump on" level at: Foundation /~'+ ]0+ -- -- -- I"~~ J High water alarm at: CudaJn ~.~t+ Pump Make--cai Inspections pedormed by: Drain Remarks: ~ ~o ~o~n~,.;~,' ' · n~ BENCH MARK ~ Lo~tion and Description: I j Assumed Elevation: /PO* O ~, RECEIVED Inspections performed ~e~N~e~um~~ Dates: 1st . 7 ~' ...... ~'~'~ ..... Department of Health and Human Se~ices approval ,,;~ 72-013 (Rev 9/91) MOA ?5 i AS-BUILT SYS~EN ~}ETAILS/SITE PLAN LOT 3 & 4, BLOCK 3, NcK~NLEY HEIGHTS S/O, AODN, / =~- ~'~ existin9 system ~--~ LBT 3 / ,/// B C 11 93' / / SCALE~ ~ = 50' EX~STING 4' SOLIO FRO~ HDUSE 1000 GAL ~ O~ Ar~ TANK Native Mot;e~iot ~o' i.~ c~-,l,~- , ~ PREPARE9 F~R, I<ND ENGINEERING ~.'4~. ~' ~¥.~ EAGLE RIVER, AK, 99577 ~Zeo~ss~o~K ~ P.B SOX 771913 ~~ EAGLE RIVER, AK 99577 (907)69G-6111/Fox (907)696-81H Municipa" 'tY, of Anchorage P.O. [ 'X 196650 ANCHORAGE, ALASKA 99519-6650 (907) 264-4111 TONY KNOWLES, MA YOF~ DEPARTMENT OF HEALTH & HUMAN SERVICES October 31, 1986 To: All Engineers Performing HAA Inspections Recently we have reviewed several Health Authority Approvals which requested approval on undocumented systems. Some of these were installed prior to establishment of the then Greater Anchorage Area Borough code in 1986; others were simply installed without benefit of inspection. Since the departme~: has begun to take a critical look at the influence of on-site wastewater systems on the quality of groundwater, a natural extension of this position is to ensure that both known and unknown systems meet proper separation to underlying groundwater. Therefore, the following policies have been established and must be adhered to in future submittals, effective immediately. 1. Water monitoring adjacent to the undocumented system will be required (minimum seven days). In lieu of an actual test hole, we will accept evidence from the engineer which conclusively-shows through supporting documentation that there is no seasonal high groundwater within four feet of the bottom of the system. For instance, if these holes on lots surrounding the subject'lot all show monitored water table results at 13 feet, and the system is installed at 8 feet, an approval could proceed. Unless the engineer is able to determine exact dimensions of an undocumented system installed prior to 1968, and it also meets proper design criteria for the number of bedrooms requested, no approval will be signed for more than three (3) bedrooms. Appropriate soil testing would be a method for obtaining approval for a greater number of bedrooms. o Systems installed after the effective date of the ordinance (1968) which are undocumented must have the engineer provide dimensions of the system and verify type and size of tank. Appropriate soil testing will be required as well as water monitoring. This will apply even if the department has previously signed a Health Authority Approval on the property. If you have any questions on these policies, please feel free to call our staff members at 264-4744. Sincerely, R.W. Robinson, Manager On-site Services RWR/SEO: ljw MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D.# GENERAL INFORMATION Complete legal description Location (site address or directions) Property owner ~? ~.' ~ ~/~ ~'~/~¢/~'5 Day phone Mailing address /~¢/~E ~/~/.5 ~.¢_~,~/~¢'~ ~ ~¢~? Lending agency Day phone Mailing address Agent Day phone Address Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual well Community well NOTE: Public water If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site NOTE: Public sewer If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA~21 5. STATEMENT OF INSPECTION BY ENGINEER. Name of Firm Address Engineer's signature As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with ail Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. . -KN-rl E.".g!.".~;jl~g Phone 20441 Ptarmigan Blvd. DHHS SIGNATURE Approved for Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: Additional Comments Date , The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional enginesr registered in the State of Alaska. The D HHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025(Rev. 1/91) Back MOAfY21 M0i~IIClPALI'IY OF .,~NCHORA~E ENVIRONMENTAl- 81~RVICE$ DIVI$10~ Municipality of Anchorage 8 DEPARTMENT OF HE/~,LTH & HUM,~i SERVlCE~AY 2 1997 Env r°nmenta Serv ces D V s on _ 825 L Street, Room 502. Anchorage, Alaska 99501 ' (90'~ ~zl~-~l~' ED - - Health Authority Approval CheCkliSt Legal Description:/'Y~(/~/~/¢U ~"/~J ~ -~ ~5 ~-~ ~ ' Parcel I.D.: ~*J I A. WELL DATA Well type Log present (Y/N) /V Total depth ~_~ / Sanitary seal (Y/NI 1,,-/$., ./ Date of test StatiC water level Well production Cased to If A, B, or C, attach ADEC letter. ADEC water system number Date completed / qT,~ ~' ' Casing height (above ground) Wires properly protected (Y/N) AT INSPECTION g.p.m. D. $/.,~ g.p.m. Nitrate ~. ~. FROM WELL LOG / WATER SAMPLE RESULTS: Coliform Date of sample: Other bacteria B. SEPTIC/HOLDING TANK DATA Date installed lq 7~'~ Tank size I000 Number of Compartments ,~- Cleanouts (Y/N) Y Foundation cleanout (Y/N) /L// Depression (Y/N) /(// High water alarm (Y/N) /~A C. ABSORPTION FIELD DATA ~ '~'~/~] ~/'~'~ ' ~'~'~ Date installed /~,c~' Soil rating (g.p.d./ff~ qr ff~/b~rm) ~ ~ System~pe Length ~ ~ Width ~ Gravel thickness b~w pipe ~ Total depth Effective absorption area . ~/~ Monitoring Tube present (WN) ~ Depression over field (WN) Date of adequacy test ~- ~0 ~ ~ ~ Resu ts (Pass/Fail) ~ bedrooms Fluid depth in absorption field before test (in.); ~ '/ Immediately affer~ gal. water added (in.): Fluid depth ' ~, '~ (ins) Minutes later: Peroxide treatment (past 12 months) (Y/N) 72-026 (Rev. 3/96)* /V Absorption rate ' /-/~)'-/' g.p.d. If yes, give date LIFT STATION Date installed Manhole/Access (Y/N) High water alarm level at* Cycles tested ,,p/ Size in gallons J ,/' mp on" level at* /~ "Pump off" level at* J E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot Absorption field on lot Public sewer main Sewer/septic service line On adjacent lots On adjacent lots Public sewer manhole/cleanout Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Foundation ?d) 4- Property line /D -+ Absorption field Water main/service line ~ '+ Sudacewater/drainage /DD * Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: ~ ~ / Property line /~> + Building foundation ~C> -+ Water main/service line Surface water /OC) '+ Driveway, parking/vehicle storage area ._,~-C> -/- Curtain drain /~ O -f Wells on adjacent lots /~> C> w- ENGINEER'S CERTIFICATION I certify that I have determined thru field inspections and in conformance with MOA HAA guidelines in effect on this date. Signature ~,~. ~ Engineer's Name ~'/7/'2 ~Z/,,~ ~' ~ ,~'.,/~.~; Date ~-~.,~-~-~,'~ HAA Fee $ Date of Payment Receipt Number Waiver Fee $ Date of Payment Receipt Number 72-026 (Rev. 3/96)* 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111/FAX (907)696-8111 July 16, 1997 Dan Roth Municipality of Anchorage Dept. of Health & Human Services On-Site Services Section P. O. Box 196650 Anchorage, Alaska 99519-6650 RECEIVED JUL 1719 7 Municipality of Anchorage Dept. Health & Human Services Subject: Lots 3 & 4, McKinley Hts Subdivision - HAA Dear Dan: Following our conversation regarding the need for a soils test and ground water monitoring I have compiled a list of information that I feel adequately represents the conditions for the area and specifically this site as follows: Based on a report completed last year these lots fall within a deep aquifer area. This area has unconsolidated material above bedrock anywhere from 35' to over 100' in depth. Ground water was not present in our investigation except at the rock interface and within the bedrock itself. Six testholes were conducted on this property. On the bench that Lots 3 & 4 are on, no bedrock was encountered during our excavation to depths of 22' and the material was at, or better than, one minute and inch. 3. Lots 1 and 5 which border the subject property show soils in the 85 SF/Bdrm with no indication of bedrock. 4. The existing well on Lot 3 has casing to 96' consistent with our previous investigation and indicative of no bedrock to that depth. Based on the above information, copies of which I have attached, I feel comfortable that the existing septic system does not encroach either into the bedrock or water table separation requirements. Subject: Lots 3 & 4, McKinley Hts Subdivision - HAA July 16, 1997 Page 2 of 2 The owners are anxious to close on their house as soon as possible and your expeditious review is greatly appreciated. If you have any questions, please contact me at 696-6111/FAX 696-8111. Respectfully submitted, II'Iq ~) Engineering Kenneth M. Duffus, P.E. attachments: Hydrogeological & Geophysical Investigation-Duke/Duchess S/D Inspection Reports Lots 1 & 5 McKinley Hts S/D MUNICIPALITY OF ANCHORAGE ' DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date GENERAL INFORMATION (a) Legal Description (include lot. block, subdivision, section, township, range) Location (address or directions) (b, Applicant Name ~¢;~;~._ ~'~' ~ Telephone:Home ~-~- Business (c) Applicant ~s (check one): Lending Institution ~; Owner/builder~; Buyer ~; Other ~ (explain); (d) Lending Institution Nc~{'/ 19aak Telephone Address ~¢~ I~or~-~ ~o~p ~,~, ~Ox 7'~ (e) Real Estate Company and Agent Address I~0 E' ~[rn~ / Telephone ~ 8 ~ - I 0~ (f) Mail the HAA to the following address: TYPE OF RESIDENCE Single-Family I~ Multi-Family r-] Number of Bedrooms -'~ Other WATER SUPPLY Individual Well [~ Community [] Public [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite I~ Public [] Community [] Holding Tank [] Note: if community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 72~025 (11/84) Page 1 of 2 ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm F(~f ~¢~//;¢~[ .~'E'¢'v'~ ¢~Y Telephone Address Date- ~'C4//L~ 3 Approved for ~...,~_bedrooms%l b~//,/~''~? ~~~~Date Approved /[. Disappro~ Conditional Terms of Conditional Approval CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work, Page 2 of 2 MUNICiPALiTY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 264-4720 Legal Description: ~.o~-~ MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION WELL DATA Well Classification Well Log Present (Y/N) N Date Completed I~ 7~' Yield Total Depth '~ <)o~ ' Static Water Level 3 I g" Sanitary Seal on Casing (Y/N) Y If A, B C, D.E.C. Approved (Y/N) N, ~'. O. 5'/ Depression Around Wellhead (Y/N) Ig Casing Height Above Ground Electrical Wiring in Conduit (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line Cleanout/Manhole Water Sample Collected by Water Sample Test Results .¢"c~'~l.~.~(::-Jo Comments ~ ~.~,¢1! ~o~ ; On Adjoining Lots -~ ~(r_,-o ' "P_ZT_' ; On Adjoining Lots 7~ tOO ', To Nearest Public Sewer To Nearest Sewer Service Line on Lot ,N, ~. ; Date O"/¥/~'~' B. SEPTIC/HOLDING TANK DATA Air-tight Caps (Y/N) Date Installed Size Standpipes (Y/N) Depression over Tank (Y/N) PumpingTMaintenance Contract on File (Y/N) Holding Tank High-Water Alarm (Y/N} Separation Distances from Septic/Holding Tank: To Water-Supply Well ~o~, ~ To Property Line ~, To Water Main/Service Line No. of Compartments ~nl'~ Foundation Gleanout (Y/N) Date Last Pumpea : for Temporary Holding Tank Permit (Y/N) To Building Foundation ~ 1 To Disposal Field '~ ¥ ¢ To Stream, Pond, Lake, or Major Drainage Course ~, foo° Comments Page I of 2 72-026~ ~ 1/84~ C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed Width of Field (,,~0~' Square Feet of Absorption Area Depression over Field (Y/N) Results of Last Adequacy Test Separation Distance from Absorption Field: To Water-Supply Well P~E. 7 ' To Building Foundation Y5'° Lot N.,4. To Water Main/Service Line N. ,4. To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments ~' No /~e"'~;/' oc LIFT STATION Type of System Design Length of Field ~o Depth of Field Gravel Bed Thickness Standpipes Present (Y/N) Date of Last Adequacy Test To Property Line ~ ¢o ' To Existing or Abandoned System on ; On Adjoining Lots ~' Ioo ° To Cutbank (if present) 10 ' ~' coo ' Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA Comments ** Check Permitted Bedroom Rating Against HAA Request ** I cer~y that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signe~~'~'~ ~' ~ Date Company F~/'~'/~ T~ ~Or~P MOA No. ReceiptNo. %~ ] ~ ' Date of Payment C -lO Amount: $ Page 2 of 2 72-026 (11/84) ~ , Time .~ " Date Date . _ Date Inspector Insl~ector Inspector Comments Conditional Approval ~) Conditional Approval ~ Date Sewer Installed Permit No. Septic Tank Size Holding Tank Size 8oils Rating Well To Absorption Area Well Log Received Well to Tank APPLICANT FILL OUT LOWER HALF ONLY Property Owner ~V ~) C~ ~ ...... Phone ' ~ending Institution ~ ~. ~ ~- ~~, Phone Realty Co. & Agent~ Phone Address Street Location ~~ S~ ~ d Type 9~sidence ~'Single Family ~ ~- ~ , Q Multiple Family No. of Bedrooms ~ Other Water,ply ~lndividual A~ACH WELL LOG. A well log is required for all wells drilled since June Q Community 1975. For wells drilled prior to that date, give well depth (attach log if ~ Public Utilit~ available.) Sewage~isposal ~ndividual . Year Individual Installed: ~ Public Utility · When Connected to Public Utility: ~ Holding~ank - NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH ,REQUEST BEFORE PROCESSING CAN BE INITIATED. EXCAVATION ROBERT A. SHAFER WORK March 6, 1982 CIVIL ENGINEER 694-2979 Terry Alter P.O. Box 169 Chugiak, Alaska 99567 Dear Mr. Alter, Reference: Lot 4: Block 3~ McKinley Heights Subdivision A sewer system adequacy test was performed on the system located on the referenced property as you requested. The septic tank was pumped and verified to have a capacity of 1000 gallons. 'The seepage pit was charged with 1000 gallons of fresh water and after a period of 24 hours all the water which had been added to the crib had percolated out. It can be concluded from the above test that the waste water disposal system serving the three bedroom residence located on this property is currently functioning adequately. However, the system cannot be guaranteed against subsequent failures. If we may be of further assistance, please do not hesitate to call. Sincerely, ~DB~RT a. SHA~R, P.E. cc: Municipaltiy of Anchorage Department of Health and Environmental Protection ~UNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION D I§82 RECEIVED SRB 196X EAGLE RIVER, ALASKA CHEMICAL & G~'"LOGICAL LABORATORIES ~ ALASKA, INC. ~~ - DikTELEPHONE274:3364(007)'270'4014 ANcHoRAGE5633 B StreetINDUSTRIAL CENTER · in lng Water Anal~ 'm Bacteria TO BE COMP WATER SYSTEM: Water System Name I.D. NO. Mailing Address City ~ ,L~ St~ - SAMPLE DATE: MO. Day Year SAMPLE TYPE: [] Routine [] Check Sample (for with lab ref. [] Special Purpose Phon~No, SAMPLE NO. , I 3 I LOCATION '~]'7 ( COMPLETED BY LABORATORY Analysis shows this Water SAMPLE to be: [] Unsatisfactory [] S, amDle mo ong in transit; sample should not be over 48 hours old at examination to indicate reliable results. Please send new sam pie. Date Received Received [ical Method: [] Fermentation Tube ~Membrane Filter Result* Analyst READ INSTRUCTIONS BEFORE COLLECTING SAMPLE 06-1220 lb) Rev. 1978 BACTERIOLOGICALWATER ANALYSIS RECORD ~resumpt lye 10mi 10mi 10mi 10mi }.0mi 1,0mi 0.1mi 24 Hours 48 HOurs Confirmatory 24 Houri - EMB Broth 24 houra: Broth 48 houri: Multiple Tube Report: Membrane Filter: Direct Count Verification: LTB Final Membrane Filter ReSults Raoorted BY ' ,/ 10mi Tubes PoMtlve/Total 10mi Po~tlool Collform/100ml BGB Collform/10oml o,t, -'/ , ,:.. ~\ ~'.~ T,mn, ·~*,~.*'~'~'.~ ,.m. TERRASAT, INC. 9200 Lake Otis Parkway 2nd Floor Anchorage, Alaska 99507 Geological Consulting · Environmental Restoration 907 344 9370 Fax: 907 344 1490 · Regulatory Compliance HYDROGEOLOGICAL AND GEOPHYSICAL INVESTIGATION for the proposed Duke and Duchess Subdivision Bending Birch Road Chugiak, Alaska Prepared for: KND Engineering 20441 Ptarmigan Blvd. Eagle River, Alaska 99577-8736 Prepared by: TERRASAT, INC. Consulting Scientists 9200 Lake Otis Pkwy., 2nd Floor Anchorage, AK 99507 (907) 344-9370 Oct 1996 TABLE OF CONTENTS EXECUTIVE SUMMARY ...................................................................... 2 INTRODUCTION ................................................................................ 2 SITE DESCRIPTION ............................................................................. 3 PROJECT DESIGN ................................................................................ 3 PROJECT ORGANIZATION ...................................................................... 4 FIELD METHODS & TOOL THEORY ..................................................... 4 AQUIFER TESTING .............................................................................. 4 WELL LOGGING ................................................................................. 4 RESULTS ........................................................................................... 6 WELL LOGGING ..................................................................................... 6 AQUIFER TEST ....................................................................................... 7 MAPS ................................................................................................. 7 CONCLUSIONS & RECOMMENDATIONS ............................................... 9 FIGURE 1 FIGURE 2 FIGURE 3 FIGURE 4 FIGURE 5 FIGURE 6 FIGURE 7 FIGURE 8 FIGURE 9 FIGURE 10 FIGURE 11 FIGURE 12 FIGURES Well Yield Map Lot layout for the Duke & Duchess Subdivision Geophysical Well Log for the Production Well Geophysical Well Log for the Observation Well Log-Log Aqtesolv® plot of drawdown data Log-Log Hand plot of drawdown data Semi-log plot of Residual Drawdown Analog plot of Specific Capacity Relative Well Yield Map of Recharge Areas Static Water Level Map Water Level in the Observation Well TABLE 1: TABLES Well Information Database APPENDICES APPENDIX A: Aquifer Test Data Aquil), Analysis lb,' Duke & Duchess Subdivision Page 1 of 10 P:\96020 EXECUTIVE SUMMARY KND Engineering contracted TERRASAT INC., to conduct hydrogeological and geophysical investigations for the proposed Duke and Duchess Subdivision, about 4 miles Northeast of Eagle River, Alaska. Our scope of service was to conduct borehole geophysical Jogging and an aquifer test, and to analyze the data with respect to ground water availability in the area. TERRASAT INC., conducted borehole geophysical logging in two wells on site. Our logging was used to locate fracture zones in bedrock that may produce significant amounts of water. The log traces show that several fracture zones occur and that significant fracture zones exist at the bottom of each well. The logs also provided a basis for stratigraphic interpretation of the subsurface geology of the proposed Duke and Duchess Subdivision. We concluded that the subsurface geology consists primarily of metamorphosed sediments with fracture zones. TERRASAT INC., conducted an aquifer test to measure hydrogeological parameters of the aquifer. We evaluated aquifer test results for one production well on site. Our evaluation of this test suggests that the aquifer is best described as confined and nonleaky with wells having storage capacity. Observation well data from the aquifer test show that water levels fell approximately one-half inch during the test. This suggests that the water level in the observation well was responding to tidal fluctuations in the bedrock rather than to the aquifer test. This also suggests that the two wells tap different aquifers. Other evidence suggesting unconnected aquifers comes from differences between static water levels of about 100 feet. Finally, we calculated hydrogeologic parameters for the aquifer tapped by the production well on site using graphical analysis methods and computer modeling. The aquifer has a storativity around 0.001 and a transmissivity around three gpd/ft. We calculated a maximum sustainable well yield of 0.4 gpm for the production well if it is pumped continually for one year. Aquifer test results show that at a rate of two gpm the well should yield 840 gallons of water in seven hours. Recovery data shows that the time required for total recovery of the aquifer after a pumping event is about eight hours. This suggests that the well may produce up to 1200 gpd if the aquifer is given time to recover after each pumping event. 1200 gpd is an adequate supply to support up to eight bedrooms. INTRODUCTION This report summarizes the work of TERRASAT, 1NC., concerning the water resource analysis for the proposed. Our scope of services includes; aquifer evaluation, borehole geophysical logging, compilation of a GIS base map, and interpretation of stereo air photographs. Thc purpose of our study is to: Aquil;ar Analysis fi,r Duke & l)uchcss Subdivisi .... Page 2 of 10 P:\96020 · Evaluate the aquifer beneath the proposed subdivision to predict both short and long term yields and capacities. · Determine potential impacts to the neighbors if this aquifer is further developed. · Support aquifer test findings with borehole logging, GIS, and air photo interpretation. · Identify possible alternative sources of water. Site Description The site of the proposed Duke and Duchess Subdivision is found on Bending Birch Drive, extending Southward from the Old Glenn Highway to about 4 miles Northeast of Eagle River, Alaska. The sectional description for the site is the NE 1/4 of the SE 1/4 of the SE 1/4 of the SE 1/4 of Section 17, Township 15 North, Range 1 West, Seward Meridian. The site is on a Northwest facing hillside. Evidence as gravel deposits and bedrock close to the surface suggest that the area underwent extensive glaciation. The area is now covered with top soil and supports thick stands of deciduous trees. The slope of the ground surface at the site ranges from 10 to 24%. Figure 1 shows the site location, well locations and yields interpreted from available logs for the proposed subdivision and surrounding area. Two wells are present within the proposed Duke & Duchess Subdivision. One well, designated "production well," currently supplies water to several households. The production well is approximately 50 feet West of the wood house on Lot 2, Block 4. The other well, designated "observation well," is temporarily out of service. This well was sealed with a welded cap at the top of casing. We removed the cap during aquifer testing and replaced the cap after testing to protect the aquifer. The observation well is found on Lot 1, Block 1, about 490 feet North-Northwest of the production well. Figure 2 shows the site- specific well locations. Project design TERRASAT, INC., evaluated a single well aquifer test conducted using one production well and one observation well. This investigation measured aquifer conditions and hydrogeologic parameters affecting ground water around the site. Our assessment of the results from this investigation provides a means for estimating short and long-term well yields. TERRASAT, INC., also condncted borehole geophysical logging for both wells in the proposed subdivision. We have reviewed the logs and identified the depth of casing, Aquifi:r Analysis tbr Duke & Duchess Subdivisi .... Page 3 of I 0 F':\96020 major rock traits, and fractured zones within bedrock that may contribute significant amounts of water to the wells. Project Organization TERRASAT, INC., was contracted by KND Engineering to provide well logs and an aquifer test for the proposed Duke and Duchess Subdivision. Jim Sullivan of Arctic Pump and Supply pulled the well pump, set the test pump and flow meter and installed the discharge pipe for the aquifer test. Dan Young and Bill Lawrence of TERRASAT, INC., conducted the aquifer test and recorded water levels in both the production and observation wells using two data loggers and pressure transducers. Dan Young and Bill Lawrence also conducted borehole geophysical logging for both wells. FIELD METHODS & TOOL THEORY AQUIFER TESTING TERRASAT, INC., conducted a short-term aquifer test to determine an appropriate discharge rate for a long-term aquifer test. We ran a forty-eight minute test using a discharge rate of ten gallons per minute (gpm). The results of this test suggested a long-term discharge rate of two gpm. We conducted the long-term aquifer test using an average discharge rate of two gpm. We started this long-term test when the water had returned to the static level from the short-term test. A 2-gpm flow restrictor was used to maintain a constant discharge rate and a flow-meter recorded the amount of discharge. We recorded water levels in the production well and observation well using Aquistar® data loggers, 300 PSI and 15 PSI transducers, respectively. TERRASAT, INC., calculated aquifer transmissivity, storativity, and specific capacity from the drawdown and recovery data recorded during the aquifer test. We obtained an estimate of the transmissivity using Aqtesolv®, a software package that reduces and models results from an aquifer test. We used hydrogeologic parameters measured directly from the aquifer test and our modeled value for transmissivity to estimate the short-term and long-term yield for the production well. Water levels in the observation well were monitored to determine the potential impacts to the neighbors caused by the aquifer test. WELL LOGGING TERRASAT, INC., logged the production welt and observation well at the proposed Duke and Duchess Subdivision using a Century Geophysical Corp., digital logging Aqui6zr Analysis fi,r Duke & Duchess Subdivisi .... Page 4 of 10 P:\96020 tool. The logging tool contains the following flinctions: Stratigraphic Natnral Gamma, Single Point Resistance, High Resolution Temperature, Fluid Resistivity, 16 inch (Short Normal) Resistivity, 64 inch (Long Normal) Resistivity, and Spontaneous Potential. The stratigraphic natural gamma sensor detects the intensity of naturally occurring background radiation present in rocks. The natural gamma probe is used to infer changes in grain size and chemical composition in rock and sediment. These changes are generally related to changes in rock type or stratigraphy. Thus, this tool provides information about stratigraphic change. The single point resistance sensor detects changes in the electrical resistance of sediment or rock. Measurements reflect discrete changes in resistance between a probe lowered into a well and a surface reference electrode. Rock fractures usually have higher resistance (more void space) than surrounding rock, thus making this a good tool for identifying fracture zones. Measurement of the single point resistance requires contact between the electrodes and the sediments. This detector is thus applicable to logging in uncased wells and for determining the length of casing in partially cased wells. The high resolution fluid temperature sensor is a specialized solid-state thermometer. This probe detects small changes in fluid temperature as the probe is lowered or raised in a well. Ideally, a well or boring is left to equilibrate for up to twenty-four hours before using this probe. If no fluids enter or leave the well or the boring, the well will develop a characteristic thermal profile that is roughly the average of the surrounding temperature gradient. However, if water is entering or leaving the well it may disrupt this thermal equilibrium resulting in a temperature change. Thus, the high resolution fluid temperature probe, when passing an influx of water, usually shows a fluid temperature change. This temperature change can be subtle or sharp. We use these subtle and bold changes to infer where fluids enter or leave a well. We can operate the high resolution fluid temperature sensor in a cased well and may detect temperature fluctuations in sediment behind the casing. The fluid resistivity sensor measures change in fluid resistance, which is directly related to the local concentration changes of dissolved solids in downhole fluids. The concentration of these dissolved solids is related to water quality. In zones of active water influx, the ionic fluid concentrations change as formational waters mix with the other waters in the well. Thus, fluid resistivity is often used with high resolution fluid temperature to detect the influx of water in a well. Fluid resistivity also works in cased holes to detect perforations, screens, and leaks in the casing. The short-normal and long-normal resistivity sensors measure the apparent resistivity of the material next to the borehole. This sensor requires direct contact with the sediments so it does not work through casing. These sensors differentiate solid bedrock Aqui6ar Analysis tbr Duke & Duchess Subdivis,tm Page 5 of 10 P:\96020 from fractured bedrock by looking for changes in apparent resistivities of the rocks and sediments. The spontaneous potential sensor measures the spontaneous potentials that develop at the contacts between different stratigraphic units. This probe is also used to detect permafrost and permeable zones within a formation. The application of this sensor in water wells is to locate fractured bedrock and identify permeable and fractured zones that may produce water. Results Well Logging TERRASAT, INC., logged the two existing wells within the proposed Duke & Duchess Subdivision. Figures 3 and 4 show the log traces and our interpretations for both the production and observation wells, respectively. The production well is constructed with 6 inch casing and is approximately 400 feet deep. Ground elevation at the well site is approximately 602 feet above mean sea level. We interpret depth of casing to be about 125 feet. The water level suggested by the log is approximately 100 feet below ground level. Our logging was conducted after the pump test and prior to full recovery of the water level. Thus, this level is below the static level recorded for this well during the aquifer test. We have inferred possible fracture zones at intermittent depths from 120 to 400 feet. Temperature, fluid resistivity and single point resistance logs suggest these fractures produce little water. Most of the water comes from the fracture zone at depths from 340 to 375 feet. The observation well is constructed with 6 inch casing and is approximately 275 feet deep. Ground elevation at the well site is approximately 514 feet above mean sea level. We interpret the depth of casing to be about 35 feet. The measured static water level is about 25 feet and is close to the 29-foot water level interpreted from the temperature and fluid resistivity logs. Our logs suggest fracture zones may be present in the interval from ninety to 120-feet, near 170 feet, and from 195 to 245-feet. Temperature and single point resistance logs suggest that the fracture zone at the bottom of the well may contribute most of the water to the well with only minor amounts entering from the fractures higher in the well. Correlation between the well logs appears limited. Both wells produce significant amounts water from the major fractures zones at the bottom of each well, but these fractures do not appear to correlate between wells. These fractures do not appear hydraulically connected. If the fractures were connected, we would not see static water levels that differ by 100 feet. Stratigraphic correlation between wells is not apparent. Aquil~r Amdysis lyf Duke & Duchess Subdivision Page 6 of 10 P:\96020 Aquifer Test Appendix A shows data recorded for the production well and observation well during the pumping and recovery phases of the aquifer test. The well separation distance is approximately 490 feet and the observation well showed little if any effects from the aquifer test. We evaluated the aquifer test results using several aquifer analysis techniques. Aqtesolv® was used iteratively to solve for the analytical model that most accurately predicted the data (Figure 5). The Aqtesolv® results suggest that the model most closely represented by the data was the Papadopulos-Cooper solution. This solution is a model for a nonleaky confined aquifer with constant thickness that has fully penetrating wells having storage capacity (Walton, 1985). We analyzed drawdown and recovery data to estimate transmissivity using the Papadopulos-Cooper method log-log plots (Figure 6). We also used the residual-drawdown method, Figure 7, to analyze the recovery period data and estimate transmissivity (Driscoll, 1986). Water levels observed after the short-ter[n aquifer test suggest that total recovery to the static level takes approximately eight hours. Analysis of recovery data from the long- term test supports this observation as the well recovered approximately 150 feet out of 340 in almost 3.5 hours. We calculated the maximum sustainable well yields expected from the production well. This was done by multiplying the theoretical specific capacity (Q/s; Walton, 1985, p. 130) by the available head (depth from static water level to the top of the pump). Specific capacity and maximum well yields will decrease with longer pumping times. We calculated a maximum sustainable yield of 0.4 gpm for the production well if it is pumped continually for one year. Figure 8 shows how specific capacity decreases with time for this well. Data from the long-term aquifer test show that a pumping rate of two gpm should produce approximately 840 gallons of water in seven hours. This suggests that the well may provide up to an average of 1200 gallons per day (gpd) if given adequate time to recover between pumping intervals (7 hours pumping, 8 hours recovering). Maps TERRASAT, INC., has compiled information for the Duke and Duchess Subdivision from drillers logs on file with the Department of Natural Resources (DNR), the Municipality of Anchorage Health Services (MOA), and the Alaska Department of Environmental Conservation (ADEC). Table 1 provides a summary of the information used in the areal hydrogeologic interpretation. We linked this database to a GIS map of the Duke and l)uchess Subdivision and surrounding areas. Aquili:r Analysis lb,' Duke & Duchess Subdivisio,; Page 7 of 10 P:\96020 i Figure 1 Js a well yield map produced from available logs. The gray shaded area represents the proposed subdivision. The size of the well marker is proportional to the well yield reported by the driller. The well with a reported yield of 20-30 gpm derives its water from a shallow, unconfined system. All other wells in the figure are deep wells that appear to derive water entirely from fractured bedrock. Figure 9 is a perspective view of the area surrounding the proposed Duke & Duchess Subdivision. The tallest bar represents the well with a reported yield of twenty-five gpm while the shortest bar represents a well with a reported yield of less than one gpm. Figure 10 represents the recharge areas surrounding the proposed subdivision. Air photo interpretation suggests that the lightly shaded area allows shallow ground water to spread and infiltrate into buried rock fractures. We also interpret recharge to occur as water moves from the lake and stream into the lineaments and major fracture zones that ~ntercept ground surface. The lineaments represented may be the primary conduits through which ground water recharges. The orientation of the lineaments suggests that the water is dispersed laterally to the Northeast and Southwest, parallel to the lineaments, as it moves down the slope. Figure 11 shows the reported static water levels of wells with depths to water less than 80 feet or greater than 175 feet. Large differences in hydraulic head (pressure that pushes the water up into a well in a confined aquifer) suggest that these two groups of wells are completed in different aquifers. Wells having high head values within the proposed Duke & Duchess Subdivision are thus interpreted to obtain water from a different aquifer than the wells directly up the slope to the South. Although the well depths and elevations may be similar for the proposed subdivision wells and those to the south, the two groups appear tO intercept different fracture systems (aquifers). Photo interpretation reveals fractures throughout the area. The East-Northeast /West- Southwest orientation of these lineaments is generally consistent across the area. These lineaments appear to control the distribution of surface water. Evidence of the control on surface water distribution is apparent by the orientation of the lake and stream parallel to the lineaments. It also appears that the fracture system controls the distribution of ground water. A comparison of the available information on wells in the area suggests that surface water infiltrates bedrock through these large scale fractures. The fractures then distribute the ground water laterally as it moves down the slope. Past glacial acti¥ity in the region influences the characteristics of the recharge area to the proposed Duke & Duchess Subdivision. We have reviewed the available well information and air photos and our findings suggest the presence of buried glacial meltwater channels. Our interpretation is that the shallow well that has a reported yield of twenty-five gpm derives its water from a buried channel. We suggest that the glacial river that carved this channel also deposited a thin layer of outwash sediments across the area. The lightly shaded region in Figure 10 represents this layer of sediments. Analysis Ii>,' Duke a Duchess Suhdivisl .... Page 8 of 10 P:\96020 Conclusions & Recommendations TERRASAT, INC., developed a hydrogeologic model to explain the aquifer characteristics measured around the proposed Duke & Duchess Subdivision during our investigation. We interpret the data to show that past glacial activity, large scale bedrock fractures, and a connection between these fracture systems control recharge to the area aquifers. These controls influence the distribution of surface water and ground water in the area. The aquifer test shows that the production well derives most of its water from well storage suggesting that the recovery rate is low for this well. Our tests suggest that the maximum sustained yield is 0.4 gpm if the production well is pumped continually for one year. We estimate that the short-term maximum sustained yield to be as high as two gpm if adequate time (eight hours) is provided for the water level in the well to recover between pumping intervals. This is the typical method of operation for this type of well. Recovery data suggest that the well will recover to static levels in approximately eight hours. This suggests that there is adequate recharge for the well, but that the rate is low. We believe that the data also suggest that the well will produce up to 1200 gpd with recovery. This is an adequate supply for up to eight bedrooms. TERRASAT, INC., believes that more water may be available to wells drilled within the proposed Duke & Duchess Subdivision if drilling continues beyond the current depths. Supporting evidence is found in the well logs of the production well. We interpret that the major fracture zone identified in the well logs may be the major contributor of water to the well. We also see that the well does not fully pass through this zone and believe that deeper drilling may intercept more water bearing fractures. We also believe that using a process of hydro-fracturing may increase well yield if implemented at depths where the geophysical well logs suggest the presence of fractures. Our investigation shows that the chances of finding water at other locations within the proposed Duke & Duchess Subdivision are good. The hydrogeologic characteristics that produce water appear consistent across the property and recharge is adequate in the production well to supply an eight-bedroom house hold. We see no evidence to suggest that additional wells would not meet with the same success. Our investigation suggests that the impact on surrounding wells should be small to nonexistent. Supporting evidence is found in the water level data for the observation well during the aquifer test (Figure 12). Although there appears to be a very small response to the aquifer tests, no recovery is observed in the observation well. We thus interpret these water level fluctuations to reflect tidal fluctuations in the bedrock as opposed to being an affect of our aquifer test. Other evidence in support of low impacts comes from the differences between static water levels of the two wells (Figure I I). Large water level differences snggest that at least two nnconnected aquifers occur Aquitbr Analysis li.,r Duke & Duchess Subdivision 'sDa"e 9 ,.,,'~c 1 ,~n P:\96020 within the bedrock and each well taps a different aquifer. This means that pumping of one aquifer would not affect the water in an adjacent aquifer. TERRASAT, INC., recommends that future wells should be drilled deeper in the proposed Duke & Duchess Subdivision. Our model suggests that deep wells will produce higher yields. We believe that fracture zones indicated by well logs suggest that additional fractures will be intercepted at deeper depths. We also recommend that no further studies be conducted at this site. Aquifer Analysis li,r Duke & Duchess Subdivision Page 10 of 10 P:\96020 I I 0 O~ 0 O'~ 0'~ O~ I~1 <::E C~ ~ 0 Ob O~ O~ E 0 0 / ~'~ ~ / .-' .~ ~..--p....-- ~-::.";'.. ~ .~. \ ..- / / -'/'/'~-~-'~..-'~.~' .-'./ ~..'~' X / ~' -' - .... -.. ~ ~x' ~', -~m~.]~~ ~ ~..-~.' // ~.~'~'/~..- ~ ~ .-' ...... ~'~ ..... .' _' , 'm' ~-.I/~1,..;/' ~'~ ~(~.~%/~ .-'-' --x x / ' . ' x x ~ -If -~ ~..~ j- ~.-/~~. .~ _'"'/ I - .- / . /.~ " / ' · ' . ~ I' 2~ ~~. ~" .. ~-~ sL~..' ~.,.~-. '-' ,- - .- -' ~~[ .' 'I"~-..-~ -T- · ,' /~.,/// / / / /.~.." ~ // / ~' / .-- '~ ~ , , h.'/,. ~ .... , , ~ ~ . ~ ---' / / ~ · ... .~ I ~ -/I/ / / ./ /././.-' ~..;..' / .' .- ........ ~ ~r/ ~..~ ~.- ,.. ,,, , ~ ~.. ,. I .... ~ ~ , ~ ~ ~-~ .~-.. /.,' ' ~ 5:~ ~~= ~' ~.. ~/~.L - ' "! )~ ,,~ ~ ,~. ' L'.. . /. ~ ' ~.,,~,~~- Cd,.----.- ~,, ,,---'-, V I/ ' / / ~ / ~i ~ I / ,' - / '-- - z .-' ..... ~ .,~, /~_ / ,/ /I /, , l/ .. /[~~~::r~.. , - .. , ~'~L'7 ~ NO~. LOT AREASS~,A~E TO C~D. .- ~ .- ., ~ ~ / ,.~ i,,, ,~ / or R~ fOR ~OP[/~X.~C0~ ~Y / / ~ ~/--~ ~ . ,/~ , ." P ~ & . ~ ' / ' // x / / / ~ /d.' ....... -. ~ / . ~ = J --r, /50,.' ' I~; '. ~-' .' -/~ ~ ,I _ ' . . , /~ ~/ 'h ~ ~ .... --" - 4 ~ v; r ", ,' I~-- ......... - "~: ~' "~ ~ ' /' / // I / /_// '~ // . .... . '" . ~ t ~J /- ~ ~ .. __~ _. ~._---. i1 / / / ~ / _~ ,_/, /~ ' - / , ~ ~ r DUKE AND DUCHESS ~O: m~T J *J~ LO'T LAYOUT AND ~:~:~ 1 ~ 1 ~ AREA/SLOPE CALCULATIONS Ill! FIGURE l'[, l(,i/)l .... M~f%. o (l) c) d) c) (3 q) C ) i~) FIGURE 4 FIGURE 5 FIGURE 6 (!I) umopa""JCl FIGURE 7 0 0 o o o 0 o 0 0 0 o 0 0 0 0 o 0 o 0 0 0 0 0 ,s u~op~e~p lenp!sa~ FIGURE 8 0 (it/rodS) s/O ~[]!3edeo 3!j!oeds 000 ~ 009 ~mz© ~O~Z~ ~Z O~ -- ~ O~ em zm~o~< ~.zmm-- ~ ~m ~Z~O~O ~cmO~cm zzm O0 ~Z~ --. ~---- O~ ~moomo ~ z m ~.~Z ~mO~.Z z mm mom i,i C: I rn o o o o o o o o m ~ COC~m~OZO ~g zc~>OZ~O Om~O~m~ ~m oo mzom> O~ ~--~ ~' ~C- m 0 m 0 T 0 FIGURE 12 ....... __ .... isa] dwnd wJOl-6UOl jo pu:l u!w Zgg '-. lsal dwnd wJei-SUOl jo UelS lsol d~nd ~ol-¢o~s 1o pu~ - ; u~w 009 = 1 lsal dwnd wJai-poqs jo (punoJ§ ~olaq ~,aaJ) la^al o TABLE 1 TABLE 1 APPENDIX A Aquifer Test Data [Duke &Duchess pump test dala _S_~a~d tim~?__o!_pu~m..e_t_es_t t(~bro~.=.. 8/~28-/~-1~_~22i.0~ Ave~rag~e.P_um~pi~n_g~rat_e . Q __g~_)ff ~2_._00 .... _Casin_g.~h.~!ght c(~r_r?ction (feet_) .3_.~ 5 ~S~tic Wa~r_Lev~l_ (-1ee~t) . ~_7:5 Tirn~ - Time t - '~,~i. Water ,~,~ti~vat~r Dr:aw~own -" Specifi(~ Capacity' 11:22:02 0.001 346.95 343.40 0.00 11:22:20 0,31 346.74 343.19 0.21 9.5238 11:22:21 0.32 346.74 343.19 0.21 9.5238 11:22:23 .... ~.-36 ~.-~4- -- -3~43~19 0.21 9.5238 11:22:26 0.40 346,52 342.97 0.43 4.6512 11:22:26 0.41 346,74 343.19 0.21 9.5238 '" 11:22:28 0.43 346.74 343.19 0.21 9.5238 11:22:29 0.45 346.52 342.97 0.43 4.6512 - 11:22:30 0.46 346.74 -- 343.19 0.21 9.5238 11:22:31 0.48 346.30 342.75 0.65 3.0769 - 1~:22:33 0.51 346.30 -- 342.75 0.65 3.0769 11:22:33 0.52 346.74 343.19 0.21 9.5238 11:22:34 0.54 346.52 -- 342.97 0.43 4.6512 11:22:35 0.55 346.30 342.75 0.65 3.0769 11:22:36 0.57 346.30 342.75 0.65 3.0769 11:22:37 0.58 346.52 342.97 -~0.43 4.6512 11:22:39 0.61 -~-- 346.30 342.75 0.65 3.0769 11:22:39 0.62 346.30 342.75 0.65 3.0769 11:22:40 0.64 346.52 342.97 0.43 4.6512 11 ;22:41 0.65 346.30 342.75 0.65 3.0769 11:22:42 0.66 346.09 342.54 0.86 2,3256 11:22:43 0.68 346.30 342.75 0.65 3.0769 11:22:44 0.69 346.30 342.75 0.65 3.0769 11:22:46 0.73 346.30 342,75 0.65 3.0769 11:22:46 0.74 346.30 342.75 0.65 3.0769 11:22:47 0.76 346.09 342.54 0.86 2.3256 11:22:48 0.77 346.09 342.54 0.86 2.3256 __ 11:22:49 0.78 345.87 342.32 1.08 1.8519 - 11:22:49 0.79 346.09 342.54 0.86 2.3256 - 11:22:52 0.83 345.65 342.10 1.30 __ 1.5385 ~ 1:22:52 0.84 345.65 -- 342,10 1.30 1.5385 11:22:53 0.85 346.09 342.54 0.86 2.3256 11:22:54 0.87 346.09 -- 342.54 0.86 2.3256 --11:22:55 0.88 345.65 342.10 1.30 1.5385 ~1:22:55 0.89 345.87 342.32 1.08 1.8519 11:22:57 0.91 345.87--- 342.32 1.08 1.8519 11:22:59 0.9~-- 345.65 ...... 342.1~ .... 'i.-3-0 .... 1.5385 11:22:59 0.96 345.87 342.32 1.08 1.8519 11:23:00 0.97 345.87. 342.32 1.08 1.8519 -'-11:23:01 0.9~'-- 345.87 342.3~2 ...... ~.0~ ........ 1.8519 11:23:02 1.00 -- 345.87 342.32 1.08 1.8519 11:23:03 1.01 345.65 342.10 1.30 1.5385 11:23:05 I 04 ....... ~45 6~ .... 342.1~ ...... ~ 3~ ..... ~8~ ...... 11:23:07 1.08 345.44 341.89 1.51 1.3245 11:23:1~-- 1.14 345~:7-2- ...... ~-41.6~ 1.73 1.1561 t1:23:13 1.18~- 345.44 11:23:15 1.21 345.00 -~'4~45~ ..... 1.95 1.0256 11:23~17 -1- .-~ ...... 345~) '' 341~-4~ 1.95 1.0256 - 11:23~1~9-- ~..._1 .~28~ ..... :~4~i~- ....... '-~4~.6~ 1 73_ 1.1561 1-~'i2~:21 1.31 345.00 341.45 1.95 1.0256 ¥1:23:23 '- 1.34 -",~)~)' 3;1"~'i~5 1.95 1.0256 1'1-:23:25 ';I.~ 34500 341.4~, 1.95 1.0256 11:23:27 1~ ...... 344.7-9 ~:1'.24 21'~'6 ' 0.9259 11:23:~2~-- 1,~,~ ...... 344,79 ~J~,~,24 2.16 0,9259 - ~1:23:3~ ~.4~8 .... 344~ 11 :~:3i~'~ '~5;:1 ~44.57 341.0~ 2.3~ 0.8403 '~ '{':2--3:35 1~.'~;{ 344.57 341.0~ 2.30 0.8403 11:23:37 1 58 344.57 341.02 2.38 0.8403 ~ 1:23~,~ '~.6i 34,4.35 ' ~34(~:8~ 2.60 0.7692 ........ 6.76-9-2 ~':f723:,4'i ' 1-,64 344.35 340.80 2.60 {1:2~':7~ 1,7~ ~4~.-3-8 .... 340.8~ ' 2.60 0.7692 ':1-~ :23:~4-~ 1.74 ~,~,~;35 340.8~ ...... ~';~ ' 0.7692 -"~'1:23:51 1.8'~ 344.14 3~4'-0.5~9 2.8;'i' ' (~.~1~¥' -'i'1 :-2~:~,~ '1.84 3~4~.-~' 34~.3~ ' ~'8-3 0.6~0~ 1~-:~3:5~ ' 1.~ 343.92 ,~40.3~ ...... 3.0~ ...... -0.6601 11~ 2~: 5~7- ~1 .-9-1 -3] 3 .~ ........ ~40.37 3.03 0.6601 11:23:59 1.94 344.14 340.59 2.81 0.7117 ................. ~ .... 0.7117 11:24:01 1.98 344.14 340.59 '~ 1:24:03 2,0~ 343.70 ..... ~34~15 3.25 0.6154 11:24:05 2.04 343.92 340.37 3.03 0.6601 11:24:07 2.08 343.70 340.15___ _3.25~_. 0.6154 ---1-1:24:09 -" 2~1~' ....... 34~3.49 339.94 3.46 0.5780 11:24:11 -'- 2.14 343.49 339~94 3.46 0.5780 11:24:13 2.18 343.70 340.15 3.25 0.6154 11:24:15 2.21 343.49 339.94 3.46 0.5780 -'-11:24:1~ ----2.2~ ',~-43 .~2~- 339,72 3.68 0.5435 11:24:19 2.28 343.49 339.94 3,46 0.5780 11:24:21 2.3~ ..... 3~43.27 339~72 ...... 3.6~ ........ 0~5435 11:24:23 '--2.34 343.06 339.51 3.89 0.5141 11:24:25 2.38 343.27 339.72 3.68 0.5435 11:24:27 2.41 343.27 339.72 3.68 0.5435 11:24:29 2,44 343,06 339.51 3.89 0.5141 11:24:31 2.48 - 343.06 339.51 3.89 0.5141 __ 11;24:33 2.51 343.27 339.72 3.68 0.5435 11:24:35 2.54 342.62 339.07 4.33 0.4619 _ 11:24:37 2.58 342.84 339.29 4.11 0.4866 11:24:39 2.61 343.06 339.51 3.89 0.5141 11:24:41 2.64 342.62 339.07 4.33 0.4619 11:24:43 2.68 342.84 339.29 4.11 0.4866 11:24:45 2.71 342.62 339.07 4.33 0.4619 11:24:47 2.74 342.62 339.07 4.33 0.4619 11:24:49 2.78 342.62 339.07 4.3;~ __ 0.4619 11:24:51 2.81 342.41 338,86 4.54 0.4405 11:24:53 2.84 342.19 338.64 4.76 0.4202 11:24:55 2,88 342.41 338.86 4.54 0.4405 11:24:57 2.91 342.41 338.86 4.54 0.4405 11:24:59 2.94 341.97 338.42 4.98 0.4016 11:25:01 2.98 342.19 338.64 4.76 0.4202 11:25:03 3.01 342.19 338.64 4.76 0.4202 11:25:05 3.04 342.19 338.~6~ .... -4.76 0.4202 11:25:07 -3.08 342.41 ~38.8~ .... 4.54 0.4405 11:25:09 3.11 --- 341.97 338.42 4.98 0.4016 11:25:11 3.14 341.97 ..... 338.4~ _~' _4.9~8 .......... 0.401~6_ .... 11:25:13 3.18 342.1~ .... 338.64 _ ?.7~6 ...... ~0:420~2_ '" 11:25:15 3.21 342~1-~ ..... ~38.64 4.76 0.4202 1~:25:17 .... 3.24 341.76 338.21 5.19 0.3854 11:25:19 3.28 341.54 337.99 _ __5:;4~1 11:25:21 3.31 341.54 -- - 337.99 5.41 0.3697 ................. 073~ 97 11:25;23 3.34 341.54 337.99 5.41 11:25:2~ 3.38 - 341.7~6 ..... 33--E.2~ '¢.19 .... 0% 38~5q 11:~:27 ~;41 3~ .-~6- 338.2~ .... 5.1~ ..... 0.3854 11:25:29 3.44 341.54 337.99 5.41 .................. ~7~' 11:25:31 3.48 341.32 337.77 ~.63 11:25:33 3,5~ 341.54 -337.99 5.41 0.3697 11:25:35 3.54 341.32 337.77 '~7 3.5~ :~f. ll ' ~377~8- 5.84 0.3425 1~ ?~9 - -~ ~1 ~ ~37.77 563 0.3552 1~':-2~:41 ~.64 ~1~32 ' 33¢;'~ 5.63 0.3552 11 ;25:45 3.71 340.89 337.34 6.06 0.3300 11 i25:47 3.74 ~,~8.89 337,34 6.06 0.3300 [ 8~1'i~¢,4~ '3.78 ¢,~0.89 I ~37;3,4 8.06 0~3300' 11:25:51 3.81 340.89 j 337-34 6.06 0.3300 1:1:25:5~ :~ E~4 3'4d] 8~) ~'37.34' 6.06 0.3300 "11:2~i~5' 3.~' 3~D'.~' 3-37.3~4 6.06 0.3300 -11~)-[~:-~)~ 3~-1' ' ' [J~)-.~:f 337~-'12 6.28 0.3185 :l':i'i~6:0~ :~.9-~ .~40.24 336.69 6.71 0.2981 ~?'2~:0~ ,{~ .... ~-~6 ~1 " 6.~ .... 5 ~082 11:26:05 4.04 340.67 337.12 ]'1:26:-~7 4.0-~- '~.~ ' ~7.f[ ' 6.~- 0.3185 11:26:09 4.11 340.46 336.91 11:26:11 4.14 340.24 3~.69 6.71 0.2981 11:26:13 4.18 340.46 336.91 6.49 0.~82 ........11:26:15 4,~ .... 34-~.4~ ........ 336.91 ~ .... ~ 11:26:17 4.24 340.24 336.69 6.71 0.2981 11:26:19 4.28 340.24 336.69 6.71 0.2981 11:26:21 4.31 340.02 .... 336.47 6.93 0.2~6 -- 11:26:23 4.34 ~0.02 3~.47 6.93 0.2886 - 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'" -~27~3~-~ 16.~0~ ~.~_~4~ ]1:32:27 10.41 330.71 327.16 16.24 0.1232 11:32:~ .... 10.4~ ..... ~30.71 327.16 16.24 11:32:33 10.51 330.71 327.16 16.24 0.1232 - 11:32:35 10.56 330.49 '~26.9~ ' 1~4~ ..... 0.1215 ~ 1:32:39 10.61 330.49 326.94 11:32:42 10.66 330.49 326.~ ..... 1~.4~ ..... 0.1215 11:32:45 '~.71 330.49 - 3~6~9~'- ./'"-16.~_ ~_ 0.1215 11:32:47 10.76 - 330.28 -- 326.73 1667 0.12~ 11:32:51 10.81 330.28 326.73 ............ -- 16.67 11:32:54 10.86'~ 330,~ 326.51 16.89 0.11~ 11:32:57 10.91 330.~- ~ 326.5~ ..... 16~ ~ 11:32:59 10.~ 330.~ 326.51 16.8~ '- 11:33:03 11.01 329.84 326.29 17,11 0.1169 11:33:13 11.18 329.63 326.~ 17.32 0.1155 11:33:23 11.34 329.41 325.86 17,54 0.1140 11:33:33 11,51 329.20 325.65 17.75 0,1127 ~_ 11:33:43 11.68 328.98 325.43 17.9~ .... 0.1113 ....... ~8.19 0,11~ 11:33:53 11.84 328.76 325.21 . 11:34:03 12.01 328,33 324.78 ..... 18-62 0.1074 11:34:13 12.18 328.11 324.~ __ 18.84 0.1~2 11:34:23 12.~ 327,~ 324.35 19.~ 0.1~0 11:~:33 12.51 327.~ 324.35 19.~ 0.10~ 11:~:43 12,~ 327.46 323.91 19.49 0.1026 11:34:53 12.~ 327,46 -- 323.91 19,49 0.1026 11:~5:03 13.01 327.25 323.70 19.70 0,1015 11:35:13 13.18 327.03 323.48 19.92 0.1~ 11:35:23 13.~ 326.60 323.~ 20.35 0,~83 11:35:33 13,51 326.38 322.83 20,57 0,0972 11:35:43 13.68 326.16 322.61 20.79 0,~2 - 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0.0550 11:49:13 27.18 310.14 306.59 11:49:23 -27.34 --30~,92 .... 306~37 _3_7.0~3_ _. 0.0540 --- 1~:49:33 2--7~5% 3~'~ .... 306.15 37.25 0,0537 ...................... 37~ .... ~'- 11:49:43 27.68 309.49 305.~94~ 11:49:5~- ~.84 309.27 305,72 37.68 0.0531 11:50:03 28.01 308,84 305.29 ............. 5851- - 0,0525 11:50:13 28.18 308.84 305.29 11:50:23 28.34 308.62 305,07 _ .. ___ 11:50:43 ' 2--~i'8-~ ~ 30-~' 1-9 304~ 38.76 0.0516 -11:51:03 ' 29.d:1"' 30~' ' ' 30~.~1-' ' 39.19 0.0510 11~'~1:13 '2-9.18 ":~-0'7.76 ' 364.~21 39.19 0.0510 0.0505 11:51:43 29.68 307 11 303.56 i 39.84 0.0502 i 1~ 5-'i :~ 29'84 307.11 :~3,56 39.84 ....... 0.0502 '1 ':1] 5'~]~J:~ 30.~0-~ 3~7 ' ~]~ 40.28 0.0497 ......... ~6~ ' ' ~ :~7~ ' ~-~:18 3~.46 302.91 ~ 30.~ 3~ -~7 ........ 40.93 0.0489 ~ :-~2~4~ -'~6~' - 3~5~ ~- ~ 4114 0.0486 ................................ 6To~ 11:52:53 30.84 305.81 302.26 4114 1~ 3~- ~59 - ~5~-.0~' 41.36 0.0484 ............... o.o~ ~-~53~ 1~- 31~17-- 30~;~-i .... 301.82 41.58 11:53:23 3~34 305~- ....... 301.61 .......... ~ .... 11:53:3~ ..... ~1.51 ...... 304.9~ .... 301.39 42.01 0.0476 11:53;43 3~.6~ ..... ~04.~ ~1.1~ 42.44 0.0471 --~ 1:53:53 31.84 .__ 3~4.5~ ..... 3~.~ ~1:54:03 32~01 304.51 ~.~ 42.44 0.0471 11:54:13 32.18 304.07 3~.52 42.~ 0.04~ 11:~:23 ~ 32.34 304.07 3~.52 42.88 0.0466 .......... ~.09 0,0464 ~1:54:33 32.51 303.86 ~.31 11:54:43 32,68 303.42 299.87 43.53 0.0459 - 11:54:53 32.84 303.2~ .... 299.~ 43.74 0.0457 ...................... ~74 0.0457 ~1:55:0~- 33.01 303.21 299,66 ~ 11:55:13 33.18 302.~ 299.44 43.~ 0,0455 --~ 1:55:23 33.~ 302.77 ~99.2~ " 44.18 0.0453 11:55:33 33.51 302.56 299.01 44,39 0.0451 11:55:43 33,68 302.34 .... 298.79 44.61 0.0448 ~ 11:55:53 33,84 302.12 -- 29~.5~_ 44.83 0.0446 11:56:03 34.01 301.91 - 298.36 45.04 0.0444 11:~:13 34.1~ ~1.69 298,14 45.26 0.0442 11:56:23 34.~ 301.48 297.93 45.47 0.0440 11:56:33 34.51 301.48 297.93 45.47 0,~40 11:56:43 34.68 301.04 297.49 45,91 0.0436 11:~:53 ~,84 301.04 297,49 45.91 0.~36 11:57:03 35.01 ~.83 297,28 46.12 0.~ _ 11:57:13 35.18 ~,61 297.~ 46.34 0,0432 11:57:23 35.~ ~,39 2~.84 46.56 0,0430 11:57:33 35,51 3~.18 2~.63 46,77 0,0428 11:57:43 35.68 3~.18 2~,63 46.77 0.0428 11:57:53 35.84 299,53 295.98 __ 4~.42 ~ 0.0422 11:58:03 ~.01 299.53 295.98 ~ 4~.4~_~_ 0.0422 - 11:58:13 ~.18 299.53 '- 295.98 47,42 0.0422 11:58:23 ~.~ 299,31 295,76 47.64 0.0420 11:58:33 ~.51 298.88 295.33 48,07 0.0416 11:58:43 36,68 298.66 295.11 48.29 0.0414 11:58:53 36.84 298.44 294.89 48.51 0.0412 -~ 1:59~ 37.0~-- -~98.2~ ~ 29~.68 48.72 0.0411 '--~ 1:59:13 37.18 298.23 294.68 48.72 0.0411 11:59:23 37.34 298.01 294.46 ' -' ~,94 0.0409 '-- 11:59:33 37.51 297.79 ~ 294.24 49.16 0.0407 ........................ ~o5 11:59:43 37.68 297.58 294.03 49.37 ' ~ 1:59:53 37.84 .... 297~ --' 2~3~ 1 49.59 0,0403 12:~:03 -- 3~.01 - 297.14 293.59 49,81 12:~:13 ~.18 2~.93 293.38 50.02 ............... ~F -- 12:~:23 38.34 296.71 293.16 50.24 12:~:33 38.51 2~,71 293,16 50.24 ~2:~:43 38.68 2~2~ 2~ ~876~ .... 0.0395 12:~:53 38.84 -- 2~.~ 292,5~ 50.~ 12:01:03 39.01 2~.~ 292.51 50.~p .~.~39~ _ 12:01:13 --'3~.18 - 29-5';~' 2~2.~' - 51.~_2 0.0~9~ --1~:01:23 ~3~.34 295.41 291.86 51.54 0,0388 -- 12:01:~3 - 39.5~q-- -~19 29~ 5176 0.0386 12:01:43 39.68 294.98 291.43 5197 - f2:~1:53 39.8~ "' 294¢8' 291.23 52.19 0.~83 . 12:02:13 40.18 294.55 291.~ 5240 0.0382 '~:02:23 - ~0.~" 29~-~ 2~;~8 52.62 0,0380 ~'~02:~- ~8.~1 ~9433 2-~7~ 52.62 0.0380 i~:02:4---~ ~8.-68 293~ 2¢;~5 5305 0,0377 12:02:53 4084 293.68 29013 5327 0.0375 .... 1~:0--:~:03 41,01 293.46 289,91 53.49 0.0374 - 1~'0~:2~' ~".~3~ ~3'~ ~ '53.70 0.0372 12:03:5~-' ~'~4 ~ ;3~- .... 2~.8~ " 84 .~-~ 0.0367 12:04:0~- '~2.0~ 292.~ ' 2~.~-~"' 54.~" ' 12:04:23 42,34 29195 288.40 55.~ 12:04:43 42.68 291,73 2~.18 55,22 12:04:53 42.8~ 29~ ,~ 287.~5 ~ 5~'~ .... 12:05:13 - 43.18 ~.86 ..... 287,31 ~.09 0,0357 12:05:23 43,34 2~.86 287.31 ~,~ 0,0357 12:~:3~ 4~.51 2~,43 .... 28~,~8 56.52 0.0354 12:05:43 43.68 2~.65 287.10 ~.~ 0.0355 12:05:53 43,84 2~,~ 286,45 56.95 0.0351 - 12:~:03 44,01 2~.~ 286.45 ~.95 0.0351 ~ 44,18 289.78 286.23 57,17 0.03~ 12:~:23 44.34 289.78 286.23 57,17 0,0350 12:~:33 44.51 289.35 285.80 57.60 0.0347 12:~:43 ~.68 289,13 285.58 57.82 0,0346 12:~:53 44.~ 289.13 -- 285.58 57,82 0.0346 __ 12:07:03 45.01 --~88.70 285.15 58.25 0,0343 12:07:13 ~.18 2~.70 285.15 58,25 0.0343 12:07:23 45.34 288.4~- 284,93 58.47 --~.0342 12:07:33 45.51 288.26 2~,71 ~.69 0.0341 12:07:43 45.~ 288.~ 284,50 58.~ 0.0340 12:07:53 45.84 287.62 284.07 59,33 0,0337 12:08:03 46.01 287.62 284.07 59.33 '~.0337 12:08:13 46.18 287,40 283.85 59.55 0.03~ 12:08:23 46.~ 287.18 283.63 59.77 0.0335 12:08:33 46.51 286.97 283.42 59,98 0.0333 12:08:43 46,68 286,75 283.20 60.20 0.0332 12:08:53 46.~ ~ 286.75 283.20 ~.20 0.0332 12:~:03 47.01 286.32 282.77 60.63 0,0330 12:09:13 47.18 286.32 282.77 ~.63 0.0330 12:09:23 47.~ 286.10 ~- 282,55 60,85 0.0329 ~12:~:33 47,51 285.67 282.12 61,28 0.0326 12:~:43 47.68 285.67 282.12 61,28 0.0326 12:09:53 47,84 285.67 282.12 61.28 0.0326 --12:10:03 48.01 285,45 281.~ 61,50 0,0325 12:10:13 48,18 284.80 281.25 62,15 0.0322 12:10:23 48.34 285.02 281.47 61.93 0.0323 - 12:10:33 48.51 284.80 281.25 62,15 Q0322 12:10:43 48.68 284.37 280.82 62.58 0.0320 12:10:53 48.84 284.15 280.~ 62.80 0,0318 12:11:03 49.01 -- 284.15 280~6~ 62.80 0.0318 - 12:11:13 49,18 283,72 ...... 2~0.--~ 7 63.23 0.0316 12:11:23 49.34 283.7~ ...... 2~.1~ ...... 63.~ .... 0.0316 12:11:33 49.51 ~83.72 .... 2~,~7 -' - 63~2~- .... 0.03~ 12:11:43 49,68 283.28 .... 279,7~ .... 63.6~ ...... 0.031~ 12:11:53 - 49,84 -'2~.0~ --279,52 63.88 0.0313 12:12:03 50,01 283.07 ._ 27~.5__2 . .6~.8~ ..... 0.0~1~_ 1~:12:13 -' 50.18 - ' 2~2.63 279.08 64,32 0.0311 ~:12:~3 50,34 ...... 282.42 278.87 ~- 0.0310 -1~:12:33 50,51 28~' ' ~8.~ 6~3 0.0310 12:12:43 50.68 281,98 278.43 '- 0~_ ~' ~):~3:~ ~.18 28~.55 ' 27~'.~ ~.~0 .0.~3~ - 12:~3~' ' '51,5~ 28112 277~ 65.83 0.0304 i~:~ 51.68 ~ ~80.~ 277.35 I 66 05 9.9303 12:14:03 52,01 280.47 I 276.92 66.4~ 0.030! 12:14:23 5~.3~ ;~80.04 ~ 7~.79 66.91 0.0299 .................... 67.13 12:14:33 52.51 279.82 276.27 ......... ~ '~)~9~ i'~:14:,4:J ~ 2~;~- ~6,~¢ .... 67.13 0.0298 ~:~4:~ 5~.84 ............. 279.39 275.~ 67.56-" 12:~5:--~3 ' 5~.1~ 2~9.1~ .... 275.62 67,78 0.0295 ........................ 68.4~ 0.02~- 12:15:33 53.51 278.52 274.97 - ~'~ ~ 278.52 ' ~f -' ~'~'~ - '~' 12:16:23 ~3~ 277,65 274~1~ 69.30 ..... 0,0289 12:16:33 54.51 277.65 ..... ~74.1~ .... 69.~ 0,0289 12:16:43 54.68 277.22 273.67 69,73 0.0287 12:16:53 54.84 277.22 273.67 69.73 0.0287 12:17:03 55.01 277.~ 273.45 69,95 0.0286 12:17:13 55.18" 276.79 ~ 273.24 70.16 0,0285 -~2:~ 7:23 55.~ 276.57 273.02 70.38 0.0284 12:17:33 55.51 276.35 272.80 70.60 0,0283 12:17:43 55.68 276.14 272.59 70.81 0.0282 12:17:53 55,~- 275.92 .... 272,37 71.03 0.0282 12:18:03 56,01 275.70 272.15 71.25 0.0281 -'~2:18:13 ~.18 275.49~ 271.94 ~1.46 0.0280 __ 12:18:23 56.34 275.27 271,72 71.68 0.0279 12:18:33 56.51 275,~ 271.50 71.~ 0.0278 12:18:43 56.68 275.05 271.50 71.~ 0.0278 12:18:53 56.~ 274.62 271.07 72.33 0.0277 12:19:03 57.01 274.62 271.07 72.33 0.0277 12:19:13 57.18 274,19 270.64 72.76 0,0275 12:19:23 57.34 274.19 270.64 72.76 0.0275 12:19:33 57.51 273.97 270,42 72,98 __ 0,0274 12:19:43 57.~ 273.76 270.21 73,19 0.0273 12:19:53 57.84 273.54 269,99 73.41 0.0272 12:20:03 58,01 273.32 269.77 73.63 0.0272 - 12:20:13 58.18 273.11 269,56 73.~ 0.0271 12:20:23 ~,~ 272.89 269.34 74.~ 0,0270 12:20:33 ~.51 272.67 269,12 74.28 0.0269 12:20:43 58,68 272.67 269,12 74,28 0.0269 12:20:53 58.~4 272,46 268.91 74.49 0.0268 12:21:03 59.01 272.02 268.47 74.93 0.0267 12:21:13 59.18 272,02 268.47 ...... [~.~3 .... 0.0267 12:21:23 59.34 271.81 268.2~ ..... 75.~ _. 0.0266 12:21:33 59.51 --271.81 ~68.26 75.14 0.0266 12:21:43 -- 59.68 271.37 -2~7,82 75.58 0,0265 12:21:53 59.84 271.16 267,61 75.79 0.0264 12:22:03 -- 60.01 ---27~.9~ 2~7.39 76.01 0.0263 12:22:13 60.18 - ~7-~,72 .... 267.17 76,23 0,0262 12:22:23 60.34 270.72 267,17 76,23 12:22:33 60.51 2~.2~ 266~7~ ..... ~6,6~ 0,0261 12:22:43 ~.68 270.07 - 266.~ ......... ~6,8~ ~ '- .....12:22:53 60.84 269.86 -' 2~6,3~ .......... 77:~ ....... ~0~ -' 12:23:03 61,01 269.86 266.31 77.09 0.0259 12:24:03 62.01 268.56 265.01 78.39 12:25:03 63,0¥~ 267.47 -" 263.~ 7~8 .... ~ 12:26:03 64.~- ~.1~ "262.6~' - ~0.7'¢ 8'.b24~ 12:27:0~- ' 6~.0~ 2~.0~ - 2~1.5~' ' '8~ .8~ ~- 12:28:03 66,01 263,79 260.24 8316 0,0241. ~'2~' ~ ~{' ~ ~' ~5~'~'~ 84 24 0,0237 12:30:03 68.01 261.41 257.86 8554 0.0234 12:31:03 69.01 260.33 256.7 86,62 . ~...023~ 12~32:0~ ~0.0~ .... )'~9%6~ 2-~5.4--~ ' 87~ 0.0227 1~'~33~03 71.01 ' 257 95 254~0 89 ~ 0.0225 ]2:3~:6~ ~2.o~ 2~8'.~6 ~53.31 9009 0..0222. 12:~-~b3 73.01 ~5~.56 25201 91.39 0.0219 12:36:03 74.01 254.48 250.93 92.47 1~ ~'~'01 ~i,4~ ' '249,85 93.55 0,0214 ~9:0~' 7770~ 2 ~'~ .~'2 ' - 247.47 95.93 0.0208 12:41:03 7~6'~ ~ .... 245.0~ ~'~ 98~ 12:42:0~-- 8~.0~' 2~.5~ ~44.~ 99.40 0.0201 12:43:03 8--~.01 '2-~6.4~ .... 242.9~__ . 1~.4~ _ 0.0~ .... ~:44:03_ _.~27~ ~45.1~. ~ 241.62 ..... ~ 0~.7~ ...... 0.019~ 12:45:03 83.01 244.~ 240.54 102.86 0.0194 12:46:03 8~.0~ --~4-~.~ 239.45 103.95 0.0192 12:47:03 85.01 241.70 2~.15 105.25 0,01~ 12:~:03 86.01 240.62 237.07 1~.33 0.0188 12:49:03 -- 8~.01 239.54 235.~ 107.4~ _ 0.0186 12:~:03 88.01 238,46 2~.91 108.49 0.0184 12:51:03 89.01 237.37 233.82 109.58 0.0183 -12:52:0~- ~.~-- 2~.~ --~ 23-~.7~- 110.66 0.0181 ~ 12:53:03 -~1.01 235.21 231.~ 111.74 0,0179 12:54:03 -' 9~.01 "- 233.~ .... 230.36 113.04 0.0177 12:55:03 '- 9~.0~ .... 232.8~ .... 229.27 ~ 114.~3 0.0175 -12:56:03 94,01 231.74 228.19 115.21 0.0174 12:57:03 95.01 230.~ 227.11 116.29 .......... 0.0172 12:58:03 ~.01 ~ 229.58 226.03 117.37 0.0170 12:59:03 97.01 228.49 224.94 118.46 0.0169 13:~:03 98.01 227.41 223,86 119.54 0.0167 13:01:03 99.01 226.33 222.78 120.62 0.0166 13:02:03 1~.01 225.25 221.70 121.70 0.0164 13:03:03 101.01 224,16 220.61 122.79 0.0163 13;04:03 102.01 223.08 219.53 123.87 ~ ~ 0.0161 13:05:03 103.01 222.~ 218.45 124.95 0.0160 13:~:03 104.01-- 220.91 217.~ 126.04 0.0159 13:07:03 105.01 ~ 219.83 216.28 127.12 0.0157 13:08:03 1~.01 218.75 215.20 128,20 0.0156 13;09:03 107.01 ~ 217.45 213.~ 129.50 0.0154 13:10:03 108.01 21637 212.82 130.58 0,0153 13:11:03 10~.01 21550 -" 211.95 131.45 0.0152 13:12:03 110.01 214.42 210.87 132.53 .... 0.0151 13:13:03 111.01 213.12 ~ 2~.57 133.83 0.0149 -13:14:03 - 112.01 212.03 208.48 134.92 0.0148 ~ 13:15:03- 113.01 .... 2~1.17 207.62 135.78 0.0147 13:16:03 114.01 210.09 2~.54 136.86 __0.0146 ........ 137.95 0.0145 13:17:03 -~ 15.01 209.~ 2~.45 13:18:03 -~16.01 -"~07.92 204.37 139.03 0.0144 -13:19:03 - 117.01 2~.84 203.29 140.11 0.0143 13:20:03 118.01 205.75 202.20 141.20 ~3:21:03 ~ 9.~1 ~2-~4.~ ~01.1~ ..... 142.28 0.0141 13;22:03 120.01 203.59 2~.04 143.36 13:23:03 121.01 202.51 198.~ 144.44 1~:43:~3 ' 14~.~ .... 18~.15 ' '- ~78.6~ ~ ~.~ ' 14:03:03 1~ .~-- 163.3~ ......... 159.76 ~ ..... 0.~10~ - -'-14:23:03 - ~81.01 ..... 1~5.3~ ~4~.7~ - ' '~01.6~ 14:43:03 2-~-.0~ ~'~8,~3 '~' 124.~8 - '~1-~.7~ ......... ~ '- .......... ~3~.53 o.~85 15:03;03 221.01 112.42 108.87 15:23:03 241.01 97.26 93.71 249.69 ..................... ~63~ - -0~76 ~3:0~ 261.0~ 83.~8 _7763 16:03:03 281.01 69.75 ~.20 27720 0.~72 ~ 6:23~b-~ ~1.01 5~.19 53.64 28'~ 1~:~3:0~ 361.~i 22~ -~9.4~ ] 323.97 18~0~ '421 .bl :0.41 ' -3';~6 ~ 34 ~'~ ~-~ 0.0058 Duke &Duchess pump test recovery data ~: 2-9',' :19~ I ., ~ta~ t~im_e o__f__r_eco¥~ ~st 8/2_9(~6 9:02:41 C o~r r~e~ t__i_o_n_ _c._a s i_ n_ g_ height (f_eet_) 3.5_5 ~ _r.~_w d~ow__n_ (t'=_g.) .... (fe~t) _._348.45~ ...... -Time- T-ime t ' i'i'~ [' Re~'i~lu~i~. -('clock) -- ._!~utes) i'~i'n~t~'~) Dr_a~d~own (s') (corrected) t/t' 9:02:41 1300.64 0.001 352.00 348.45 1300643.63 9:02:5~' 1300.8~ ...... 0~"1-¢ - 351.78 ....... -:~8%2~ 7786.42 9:03:01 1300.98 0.33 351.78 348.23 3910.06 9:03:1~- 1301.14 0.50 351.78 348.23 2602.95 --9:03:21 1301.31 0.67 351.78 348.23 1950.81 9:03:31 1301.48 0.83 351.57 348.02 1562.67 9:03:41 1301.64 1.00 351.57 348.02 1301,48 9:03:51 1301.81 1.17 351.35 347.80 1115.09 9:04:01----1301,98 1.33 351.35 347.80 975.40 9:04:11 1302.14 150 351.13 347.58 867,65 9:04:21 1302~3~ 1.67 ...... 351.--'J~ --'-- ~747.58 ..... 780~' 9:04:31 1302.48 1.83 35092 347.37 709.52 9:04:41 1302.64 2.00 350.92 347.37 650.27 9:04:51 1302.81 2.17 350.92 347.37 600.55 9:05:01 1302.98 2.33 350.70 347.15 557.55 9:05:11 1303.14 2.50 350.70 347.15 520.29 9:05:21 1303.31 2.67 350.70 347.15 487.70 9:05:31 1303.48 2.83~ 350.48 346.93 459,19 9:05:41 1303.64 3.00 350.48 346.93 433.62 9:05:51 1303.81 3.17 -- 350.27 346.72 410.74 9:06:01 1303.98 3.33 350.27 346.72 390.16 9:06:11 1304.14 3.50 350.05 346.50 371.70 g:06:21 1304.31 -- 3.67 350.05 346.50 354.76 9:06:31 1304.48 3.83 350.05 346.50 339.30 9:06:41 1304.64 4.00 350.05 346.50 325.13 9:06:51 1304.81 4.17 349.83 346.28 312.21 9:07:01 1304.98 .... 4~3~ 349.83 346.28 300.17 9:07:11 1305,14 4.50 349.62 346.07 289,03 9:07:21 1305.31 4.67 349,62 346.07 278.69 9:07:31 1305.48 4~83 .... 349.40 345.85 269.14 9:07:41 1305.64 5.00 349.40 345.85 260.15 g:07:51 1305.81 5,17 349.40 345,85 251.73 9:08:01--- 1305.98 .... -5.3--3'- 3~49.1~- 345.63 243.85 9:08:11 1306.14 ..... ~.~- .... ~349.18 345.63 236.51 9:08:21 1306.31 5.~ ' 34 '87~7 9:08:31 1306.48 -~-§§- '§48. g:/ 34-5.4~ .... ~z~2.~8- ' 9:08:41 -~306.64 ~.~)0- -~8.9~ ..... §;~%.42 ~16./~¥ ~:08:~ 130--~.~ ..... 617 348.75 345.20 210.94 9:09:01 .... ~-306.98 "8~'5:~ ~-48.53 .... ~4~,9% ~0~':'3~ -9:09:11- 1307.1~ ~'~-~- '~. 53 344.98 200.09 '~:09:21' ' 130~.-~-~ 6.67 :~4~.:~ 344.77 195.12 ' 9:09:~'~' 1-':~57~ 48 6.83 34~.32 344.77 19035 ' '~09~ 4-1 ' ' 'i~35~64' 7.00 348.32 34_4_. 7~7 1~_5,81 9:09:~-'1' 'J-~57 .~':1 7.17 34'~, 10 344.55 181.48 ~'ilO:O-f' 1:~0~.~-~ - 7.33348.10 344.55 177.38 9~"b:11 130E~-4 Y:~o 3~.~.!0- 34~:5_5 !73.4_3 9i-10:~:1 ~'~i~'i ~ ~¢ 347.89 344.34 169.65 9:10:31 '1~087~ ¢.83 347.89 I 3~434 16~.0~' I 9:10:41 1308 64 8 O0 347~67 I 344.12_ 16_2_.60 9:11:11 1309.14 8.50 347.45 '9:11: 3~ 1~9.4~- .... 8.83 ~47 2-4 .... ~4~. 69 147.25 9:12:11 1310.14 9.50 346.80 343.25 136.91 9:12:31 131-0.48 9.83 346.59 343.04 132.26 9:12:41 1310.64 10.00 346.59 343.04 130.07 9:12:51 .... 13~-0.81 -':10.1~ 346,37 342.82 127.94 - 9~-~-3:01 1310.98 .... 10.33 346.37 342.82 125.87 9:13:11 1311.14 10.50 346.37 342.82 123.88 9:13:21 1311.31 10.6~ 346.37 342.82 _ 121.94 9:13:41 1311.64 - 11.0--0 346.1~ ....... 342.60 118.24 ~:13:~-" 1~ 1.8~- 11.17 ...... 345.9~ 9:14:01 -~'311.98 11.33 '- 345.94 342.39 114.77 9:14:11 1312,14 11.50 345.72 342.17 113.10 ---9:14:21 1312.31 11.67 - 345.72 342.17 111.48 9:14:31 1312.48 11.83 345.72 342.17 __ 109.92 - 9:14:41 1312.64 12.00 345.50 341.95 108.39 9:14:51 1312.81 12.17 345.50 341.95 106.90 9:15:01 1312.98 12,33 345.29 341.74 105.46 9:15:11 1313.14 12.50 345.29 341.74 104.06 9:15:21 1313.31 12.67 345.07 341.52 102.69 9:15:31 1313.48 12,83 345.07 341.52 101.35 9:15:41 1313.64 13.00 344.85 341.30 100.05 9:15:51 1313.81 13.17 344.85 341.30 98.79 9:16:01 1313.98 13.33 - 344.85 341.30 97.55 9:16:11 1314.14 13.50 - 344.64 341.09 96.34 9:16:21 1314.31 13.67 344.64 341.09 95.17 9:16:31 1314.48 13,83 -' 344.64 341.09 94.03 9:16:41 1314.64-- 14.00 .... 3~4.4~ 340.87 92.91 9:16:51 1314.81 14.17- --344.4~ .... ~4.0~' ....... ~81 -9:17:01 1314.98 14.~' ......... 344.2~ ..... ~340~6-~ '"- 90.75 -9:17:11 1315.14 14.50 344.20 340,65 89.70 9:17:21 1315.31 14.67 344.20 340.65 88.68 -- 9:17:31 1315.48 I4.83 343:9~9 .... .3_.40~ 4~4 _ 87.68 9:17:41 1315.64 15~-~ .... 343.99 340.44 86.72 9:17:51 1315.81 15.17 343.77 9:18:31 1316.48 15.83 _3.43.55_ - 9:18:41 ~316.64 16.00 343.34 33979 81.29 - 9:18:5-1 :1-31~6.8~ .... 16.17 ~43.3-4 339.79 80.45 9:19:01--- 1316.98 --16.33 :~.4~3 1-2 ' 339.57 7_9..6~4 I 17.33 342.69 33914 7515,4 9:20:11 1318.14 17 50 I 34247 338.92 74.32 9: 2(~':'~ 1 ;~3i8.3i 17 67 32,2.47 33~.92 7:~.6~ ~:~:3'1- ~31'~'.-48 17 83 ' 3,~.47 338.92 72.93 E~0:4~' ';~ 3'1 ~.~ 1~i~0 ~-42.25 338.70 72.26 -- 9:20:5~ 131§;'~1` 18;1¢ ~342.~ 3-38. ~6 ~.5-~ -~:~1:01 1~¥8.98 18 3'3~ 342.25 338.70 7095 "9:2~'i~' 1-~:19.14 -18.~-0 ~42~0~ ....... 33~.4~ -~)~31--' 9:21~"~-1" 1~-'~.31 1867 3~.0~ ....... ~-3~9- 9:21:3~- .... :1-319.48 ~ ' 341.82 338.27 69,06 9:21:41 1319.64 19.00 341.82 338.27 68.46 "'~:~1:51 -"13~.8~ .... ~',~. 17 341.60 338.05 67.86 9:22:01 1319.98 1~i-3-3 341.60 338.05 67.27 9:22:11 1320.14 19~-~ 341.60 338.05 66.70 9:22:21 1320.31 19.67' 341.39 337.84 66.14 9:22:31 1320.48 -~. 8-3 -341.39 337.84 65.58 9:22:41 1320.64 20.~' ~ 341.17 337.62 65.03 9:22:51 1320.81 ~O.~ 341.17 337.62 64.50 --~9:23:01 13~20.98 20.33' 341.~'~'-' 337.62 _ ._ 63.97 '--9:23:11 1321.14 20.50 ' -340.9-'~ ..... 33~7.41 63.45 9:23:21 1321.31 ' -20.~6'~ 34--~.9~ " - ~37.4~ ...... 6~.9~ ..... 9:23:31 1321.48 - 20.~83 340~7~ .... 337.19 62.43 9:23:41 1321,64 -- ~'~-70-~' 340.74 337.19 61.94 9:23:51 1321.81 21.17 340.74 337.19 61.46 9:24:01 1321.98 21.3-3- ---340.52 336.97 60.97 9:24:11 1322.14 21.50 340.52 336.97 60.50 9:24:21 1322.31 21.67 --- 340.31 336.76 60.03 9:24:31 1322.48 21.8~' --- 340.31 336.76 59.57 9:24:41 1322.64 22.00 ..... 340.09 336.54 59.12 9:24:51 1322.81 22.17 -- 340.09 336.54 58.68 9:25:01 1322.98 22.33 .... 339.87 336.32 58.24 _ 9:25:11 1323.14 22.50 -- 339.87 336.32 ._57.81 9:25:21 1323.31 22.67 339.66 336.11 57.38 9:25:31 1323.48 22.8~- 339.66 336.11 56.96 9:25:41 1323.64 23.00 ~-- 339.66 336.11 56.55 _ 9:25:51 1323.81 23.17 339.44 335.89 56.14 __ 9:26:01 1323.98 23.33 - 339.44 335.89 55.74 9~26:11 1324.14 23.5~' 339.44 335.89 55.35 9:26:21 1324.31 23.6-'7- 339.22 335.67 54.96 9:26:31 1324.48 - 2~7~§ 3-3~.2~---- -_ 3~35.67 54.57 9:26:41 1324.64 24.0-~ --339.~01 335.46 54.20 -- 9:26:51 1324.81 24.~-' 339.01 335.46 53.82 9:27:01 1324.98 - 24.33 ' - 338.7~~ 335.24 53.45 9:27:11 1325.1~ 24.50 338.79 335.24 53.09 9:27:21 1325.31 24.67 338.~)- .... ~35.24 ~__ _ 5_2~_7~3 . 9:27:31 1325.48 -~,.-8-~ - 3~8.5~7 ........ 335.02 52.38 9:27:41 1325.64 25.{~ "338~5~ ~335~ O~ 52.03 9:27:51 1325.81 --'~5%-1'~ ~§.36 .... 33~8~ .... ~16~ -" 9:28:01 1325.98 -- 25.33 .............. 338.36 3-34.81 .... ........... ~1%~2,- 9:28:11 --1326.14 2550 ~-~1~1- ' 334.59 _5_1.0__1 .......... 3~.59 50.67 9:28:21 1326.31 2567 33814 9:~-8:3~ -' 1326.48 -~-~-~ ' 33¢;92 334.37 50.35 ~7~8:4-~' i 326.6-4 26.00 337.92 33,~7 ~)~0-3 ~]-28~51 13~6.81 '~8;'~ ~ 337.92 334.37 49.71 9: 2~-i~ 1- 1~2-~ .-9~ '2633 337~I 334.16 49.39 ' 9:29:-;1`~ i32~.~-~- ' 26.50 ' 3377:1 334.16 49.08 9:29:~:1 1327~;1"' 26.67 337 71 334.16 48.78 9:29!~1 1'327.48 2~83 ! 33749 333.94 l, 4847 9:29:41 1327.64 2700 33749 i 333.9.~ ,¢8.I7 9:~:-51 1527.81 27,17 ' 337.27I 333.72 47.88 9: 3~):(~ 1 1-,~. 98 ~'~. 33 ' 3~'~'.27 333,72 47.59 ~:-~O: 21 ~- 2767 ~ '~7.8~ 333.51 47.01 9:30:31 1328.48 27.83 336.84 333.29 4673 ~;30%4~- 13~8%6-~'- 2800 '~36~4 ' 333.29 46.45 97~8:51 ~8.81 28.17 336.~-~- - 333.29 46.18 9:~-~: 0~'" 132~;9~- 28%~ 336.84 333.29 45.90 9:31:11 1329.14 28.50 336.62 333.07 45.64 9:3~1 - ~3~9.31 28.67 336~ ...... 3~2%~- 45.37 9:31:31 1329.48 28.83 336.41 332.86 45.11 9:31:41 1329.64 29.00 - 336.19 332.64 44.85 ~ --'~:31:5~ ~-3~9.81 29,17__ i_ 33~.19 _ 332.64 44.59 9:32:01 1329.98 29.33 336.19 332.64 44.34 9:32:11 1330.14 - 29.50 ~ 33~.19 332.64 44.09 _ 9:32:21 1330.31 29.67 335.97 332.42 43.8~ _ 9:32:3~ 1330.48 29.83 .....335.97 332.42 43.60 9:32:41 -i~30.64 30.00 335.97 332.42 43.36 9:32:51 1330.81 30.1~ "' 335.7~ .... 33~.2~ .... 43.12 9:33:01 1330.98 30.33 335.7~ .... 332.21 42.88 9:33:11 1331.14 30.50 335.54 331.99 42.65 9:33:21 1331.31 30.67 335.54 331.99 42,41 9:33:31- 1331.48 30.83 --335.~ .... 331.78 42.18 9:33:41 1331.64 31.00 335.33 331.78 41.96 9:33:51 1331.81 31.17 335.11 331.56 41.73 9:34:01 1331.98 31.33 335.11 _ 331.56 41.51 9:34:11 1332.14 31.50 335.11 331.56 41.29 9:34:21 1332.31 31.67 334.89 331.34 41.07 9:34:31 1332.48 31.83 334.89 331.34 40.86 9:34:41 1332.64 32.00 334.68 ___ 331.13 40.65 9:34:51 1332.81 32.17 334.68 331.13 ~ 40,43 9:35:01 --1332.98 32.33 334.68 331.13 40.23 9:35:11 1333.14 32.50 334.46 ..... 330.91 40.02 ~ 9:35:21 1333.31 32.67 334.46 330.91 39.82 9:35:31 1333.48 "- 32.83 .... 33~.2~ ...... ~30.69 39.61 9:35:41 1333.64 33.00 334.24 330.69 39.41 9:35:51 1333.81 33.17 ......... 334.24 ~769 39.22 9:36:01 1333.98 33.33 .... ~.0~- 330.48 39.02 9:36:11 13~4.14 33.5~- 333.81 330.26 38.82 9:36:21 1334.31 33,67 333.81 330.26 38.63 9:36:31 1334.48 '33,8~ ~ 333~8~--- 330.26 38.44 9:36:41 1334.6~ 34.00 .... ~33~8~ 330.~6 38,25 9:36:51 1334.81 34.17 333.59 330.04 38.07 -~:37:01 1334.98 34.33 333.38 329.83 37.88 9:37:11 -'1335.14 34,50 -~333.~8 329.83 37.70 '--~:37:21 1335.31 34.67 --' 333.~8 329.83 37,52 9:37:31 1335.48 34,83 -- 33~.3~ 329.83 37.34 9:37:~1 -' 133~64 3~?O-E -333.16 329.61 37.16 ~73~:51 ~'~5.8i .... 35.17 ~, ~.~ 329.39 36.99 9:38:0~' -~ 33~,9~ 35,33 332.94 329.39 36.81 ~:38~-' '1336.~ 35.67 ' -332.73 32~.18 . 3~'~ ... ' ~:38:~'~" ~ 336,48' ~.83 ' ~2;~ 329.18 36.30 '~: 38:41 - 133~'6~ 36.08 ~3~;~3 329.18 36.13 ~:5~ ~'~;~ 361~ 3J~51 328.96 35.96 9:~9:0~ ~3698 3633 , 3325~,~ 328~6 ~5.88' ' 9:39:11 133714 3650 332.51 I 328.96 35.63 ,~'i~9:21' i:3371,31 3~.6~ 332.2~ 328.74 35.47 '~:39~-~- i'§~7.48 36.83 332.~0~' .... §~. 5,~ 35.31 ~:39:4~' ~,~164 37.00 ' 332.08 328.53 35.15 '~:~9:~51 1~;~7.81 37.17 332.08 328.53 3.5:?0 9:40:01 1~ 3--~7-.-~'~ 37139 ' 331.8~ ..... 328~'3-1, 34.84 9:40:1~" '~-,~-38.14 - ' 3~.~'(~- - '-331.~6 -" 3~8~3~ '§4.68 "' 9:40;2~ '1338.31 ;~7.67 331.8~ ...... 328~-~:I- - 3-4.53 ~:-40:31 - 1338.48 37.83 331,64 328.09 34.38 9:40:41 - 1338.64 38.00 331.64 328.09 34.23 -9:40:5-1- 13~8~§-~' 38.17 331.64 328.09 34.08 9:41:01 1338.98 38.33 331.43 327.88 33.93 -- 9:41:11'- 1339.14 3~'~'~' 331.21 327.66 33.78 9:41:21 1339.31 38.67 331.21 327.66 33.64 9:41:31 1339.48 38.83 331.21 327.66 33.49 9:41:41 1339.64 39.00 330.99 327.44 33.35 9:41:51 1339.81 39~1~ 330.99 327.44 33.21 327.44 33.07 9:42:01 1339.98 39.33 330.99 9:42:11 1340.14 39.50 330.78 327.23 32.93 9:42:21 1340.31 ~-~ --§~0.7~ .... ~27~23 ..... 32.~ 9:42:31 1340.48 39.83- ....... 330.56 327.01 32.65 9:42:41 1340.64 40.0~- ' 330.56 327.01 32.52 9:42:51 1340.81 40.17 330.34 326.79 32.38 -- 9:43:01 1340.98 40.33 330.34 326.79 32.25 9:43:11 1341.14 40.50-- 330.34 326.79 32.11 9:43:21 1341.31 40.6~-- 330.13 326.58 31.98 9:43:31 1341.48 40.83 ---- 330.13 326.58 31.85 9:43:41 1341.64 41.00-- 330.13 326.58 31.72 9:43:51 1341.81 41.17 --- 329.91 326.36 31.59 9:44:01 1341.98 41.33 329.91 326.36 31.47 9:44:11 1342.14 41.50 -- 329.69 326.14 31.34 9:44:21 1342.31 41.~-- 329.69 326.14 31.22 --- 9:44:31 1342.48 41.83 - 329.48 325.93 31.09 9:44:41 1342.64 42.00 - 329.48 325.93 30.97 ---9:44:51 -1342.81 42.17 329.26 325.71 30.85 9:45:01 1342.98 42.33 329.26 325.71 30.72 9:45:11 1343.14 42.50 329.26 325.71 30.60 .............. 325.49 30.48 9:45:21 1343.31 42.67 329.04 9:~5:31 1343.48- 42.83 329. ....... 04 ~:~ 4~ ..... 30.~-~' 9:45:41-- 1343.64 43.00 329.04 325.4~9 . 30.25 "- 9:45:51 -1343.81 43.17 ~-28.83 325.28 30.13 '" 9:46:01 1343.98 43.34 328.83 325.28 30.01 9:47:01 1344.98 4~.33 ' 3~ .-1~ 3-~4.63 .... 29~'~ 9:48:01 1345.98 45.33 327.75 324,20 _28.6~9_ 9:49:01 1346.98 ---4--6.3~-- --3-27.10 323,55 28.07 9:50:01 1347.98 47.33 326.66 323.11 27.48 9:51:01 1348.98 48.33 326.01 322.46 ! 26.91 '~:52:01 1349.98 49.33 -325'~5~ ..... 3--:~2.03 ...... 9:53:01 1350.98 -'~;-0-.3-3 '3-24.9~ 321.38 25.84 ' ~:54i'(~ ' '~-35~1-.98 ~1.'3~' 3-24.~,0 320.95 _2~55.3_4_ ~'i-~5:01 ' 135~.-~- 52.33 32~;85 320.30 24.85 ~:56:01 ' 13~.-~-8 53.33 3~'-3.41 ~ '3~.~' 24.39 ~:57:01 13~-4.. ~-§' ' 54.33 3~98 319.43 23.94 ' '~:58:01 1355.~' 5533 3221:~3 i _~_18~ ~7~- _23.5_1_ ~:'59:~1 1-~;~.-9~ 56.33 3~'~' 68 318.13 23.09 lo:Ocli01 ' 1-3-5798 57'.33 321 25 317.70 22.69 10:01:01 "~358.98 5833 ~,20 82 ' 317'2~ 2230 10:02:01 1359.98 59.33 320.17 316.62 21.92 10~3':01 'i 360.~-8- 6~7§~ .... 319.7~ 316.18 21.56 '~i~4:0;i 1~'~-i'~§ .... 61.~33 ' ~-1-~0~ I 315.~ - 2"~,21 ~'i0~5:01 13621~-8--- 62.33 " 318.6--5 315.10 2_0.8_7_. 10:~8:01 ' 136~)-8- ~3.33 ' 31~b ~"i~..45 20.54 10:07:8-~ -136-4-.9--8---64.33 -' 317--~5~ ' -314.0~' ~).2-~ ~:-0~:01 ' 13~79~- 65.3~--- 31--~.9~' ~1';~1-37 1~.91 10:09:01 1366.98 66.33 316.48 312.93 19.6t 10:10:01 1~67.98 67.33 315.83 312.28 19.32 I- 1Q~.'1~-~-(~1' '~i].98 68.33- 315.4~ 311.85 ..... ~9.0~ 10:12:01 1369.98 69.33 314.75 311.20 18.76 10:13:01 1370.98 70.33 314.32 310.77 18.49 10:14:01- 1~'~1.98 71.33 ---- 313.~7 310.12 18.23 10:15:01- 1372.98 72.33 313.24 309.69 17.98 10:16:01 1373.98 73.33 312.59 309.04 17.74 10:17:01 1374.98 74.33 312.15 308.60 17.50 10:18:01 1375.98 75.33 311.72 308.17 17.27 10:19:01 - 1376.98 76.33 --311.07 307.52 17.04 10:20:01 1377.98 77.33 310.42 306.87 16.82 10:21:01 .... 1378.98 78.33 309.99 306.44 16.60 10:22:01 -- 1379.98 79.33 309.55 30600 16.39 10:23:01 1380.98 80.33 308.90 305.35 16.19 10:24:01 1381.98 81.33 308.25 304.70 15.99 10:25:01 1382.98 82.33 307.82 304.27 _ 15.80 10:26:01 1383.98 83.33 307.39 303.84 15.61 10:27:01 1384.98 84.33 306.74 303.19 15.42 10:28:01 1385.98 85.33 306.31 302.76 15.24 10:29:01 1386.98 86.33 305.66 302.11 15.07 10:30:01 1387.98 87.33 305.22 301.67 14.89 10:31:01 1388.98 88.33 304.57 301.02 14.72 10:32:01 1389.98 89.33 304.14 300.59 14.56 10:33:01 1390.98 90.33 303.49 299.94 14.40 -- 1~:34:01 -1391.98 91.33 303.06 299.51 14.24 10:35:01 1392.98 92.33 302.41 298.86 14.09 10:36:01 1393.98 93.33 301.97 298.42 13.94 10:37:01-- 1~4.98 94.33-' 301.32 297.77 13.79 297.34 13.64 10:38:01 1395.98 95,33 300.89 10:39:01 1396.98 96.33 --- 300.24 296.69 13.50 10:40:01 1397.98 - 97.33 299.81 296.26 13.36 10:41:01 -1398.98 98.33 299.16 295.61 13.23 10:42:01 1399.98 99.33 '- 298.73 295.18 13.09 10:43:01 1400.98 100.33 .... 29~§ 294.53 12.96 "1~0:44:01 1401.98 101.3~ .... 2~97.---64 294.09 12.84 10:45:01 1402.98 102.33 ...... 296.99 ~-9~ .... ~2.71 10:46:01 1403.98 103.33 '-- 296.5~ 293.01 12.59 11:06:01 1423.98 123.33 -- 28~i.~- ~82~-4-~ ..... 10.55 11:26:01 1443.98 143.33 275~34 271.79 9.07 11~46:01 ~'4~. 9~ 16~.~ ' ~'~4~ 9~' 261.39 7.96 12:06:01 '1483.98 1~-3~§~ ' 254~,~-~' 251.00 7.09 12:~-i~-~ 150~.98 ' 20:~.33 2,~:4 15 24060 6.40 ~2:-~:0-~ "~52~3.98 ' 223~ 2--3~.76 230.21 5.82 1~i'~)~0~ '~543.98 ' ~4~3~§ 2~2~.~ 2~01 ~:~ ~3~ 1-~:~6:--01 -15~3.9--8 .... 2~.~ ' -21~'.'~9 209.64 4.94 13~4~i~'1 ' ":i'~8-3.9~ 2833~ " ~-03.~o:f 199.46 4.59 Terra8 Da{a Collection Repod #i(m--,~'~re ~ersion 2 2190 Bytes in Data Dum~__ 6~7,4~ I LJser Supplied Comment _ · - Time Header Block L~ded ~9~6~O-8~2~ 12:;1~i~01~(~ .... . T me Data F e Dum~_~8 _ 199~)D8/~¥ i9':~0 {9;§~ R~~_~_ ?.~34 Number of Logs 662 Type of Dala ~mo'~ -- Mai.~ Memo~ Log~imeslamp 6 Terra8 Data Colleclion Report Firm~re Me.ion 2.2/~ Numar of B~es in Data DumE_ 6~4~ User Supplied Commenl Time Header Block Loaded 19~/08/27 12:15:20.20 ...................... --.- Time Data File Dumped ~1~96/~/~ [9:20:19.30 Remaining ~mo~ _~ 17834 Number of L~s ..... ~ Type of Data Memo~. __~?~ MF_mo~ Log~imestamp 6 Power ~s OK During Data Collection PeriOd ..................... r~F-"-. "- - _ Date Friday August 30, 1996 6:23~ PlotFile A:~TERRASYS~NIT~I DataFile A:/TER~SYS~ONITOR.DA~_ ~ Time of Fimt Log in Specified Window 3.53E+04 5.11E-01 Analog~01 15 PSIG .... Dale~ulian) Date TimeOulian) Time amt.~ler Time ~inutes) d~ Dragon above Irans. corrected 35304.51~ ~27~ 0.51~48 12:15:20 14.282 0.~ 25.80 0 35304.51121 8D7/~ 0.511207 12:16:08 14.282 0.805 25.80 353~,51468 8~7/~ 0.514683 12:21:09 14.304 5.810 25.78 ~.022 35304.51816 8~7/~ 0.518155 12:26:09 14,293 10.810 ~5.79___ -0.011 35304,52163 8/27/~ 0.521627 12:31:09 14.293 15.810 25./e -0.011 35304,5251 ~27/~ 0.5251 12:36:09 14.304 20.811 -25.78 -0.022 35304.52857 8/27/~ 0.528572 12:41:09 14.304 25.811_~_ 25.78 -0.022 35304,53204 8/27/~ 0.532044 12:46:09 14.293 ~.810 25.79 _-0.011 35304.53552 8/27/~ 0.535516 12:51:09 14.293 35.810 25.79 -0.011 35304.53899 8/27~ 0.538988 12:56:09 14.3~ 40.810 25.78 .- -0.022 35304.54246 8/27/~ 0.542461 13:01:09 14.293 -- 45.811 25.79 [_ -0.011 35304.54593 ~27/~ 0.545933 13:~:09 14.293 50.810 _~25'79 _'0-011 35304.54941 8/27/~ 0.549405 13:11:09 14.293 - 55.~10 25.79 -0.011 35304.55288 8/27/~ ~.552~--13:16:09 ---14.293 -- 60.8~, . '~5.79 -0.011 35304.5~35 8/27/~ 0.55635 13:21:09 14.304 65.81~ 25.78 -0.022 --35304.55982 8/27/~ 0.55982~- 13:26:0~' 14,293 70.811 25.79 -0.011 ~5304.56329 8D7/~ 0.563294 13:31:09 14.293 75.81~ ' -~5.79 -0.011 353~.56677 8~7/~ 0.566766 13:36:09 14.293 80.810 25.79 -0.011 35304.57024 8/27/~ 0.570238 13:41:09 14.293 85.810 35304.57371 8/27/~ 0.573711 13:46:09 14.293 -- --~ - -~ .... .0.01~--, 35304.57718 -~27/~ 0.577183 13:51:09 14.293 95.~1~ ..... 25.79 -0.011 35304.58~6 8/27/~ 0.58~55 13:56:09 14.293 1~.810 25.79 -0.011 35304.58413 8/27/~ 0.584127 14:01:09 14,293 [-~ .... 25.~ t0.0~i~ 35304.5876 8/27/~ 0.5876 14:~:09 14.293 11~.~1~ - ' 2~9 - ~0~ -~304.59107 8/27/~ 0.591072 14:11:09 14.293 115.811 25.79 -0.011 35304.59454 8/27/~ 0.594544 14:16:09 '---14.293 --~ ' ~9- '--~011 ~5304.59802 8~7/96 0.598016 14:21:0~-- 14.293 ~ -~- ~.60149 ~8~7/~ 0~6~14~- 1~:2~:09 14.293 - -~0.8'~0 ~5,~ -35304.60496 ~1271~ 0.604~1 14:31:0~'- 14,293 -- ~3~.8~ ~.~ -0.~_~1 35304.60~4~ ~/~" 0.60843~-~ 14~36:~ '- 14~9-~ ' ~¥~' 25.79 -0.011 ~61t9~'- %1~71~ -~611~5 '1~:41:09 -14.3~ ..... ~.~1~' ~ -0.022 35304.61538 8/~7~- 0.61537~-" 14:46:0~ .... 14~ .... ~0~{~ ~ 35304.61885 ~1271~ 0.61885~' 1~:~1:0~ .... 14.304 --1~5,8~¥ - ~- -~.~2 35304.62232 8/27/~ 0.62~32~ ' 1~:5~:09 .... 14.~-9~ 160.~1~ 25.79 ~0.011 %~b4.625~' -~1271~ -'0.~2~79~-'- 1~:09 '"~4.2~ {~'~8~' 25.79 -0.011 ~5~.6327~ ' 8~2~/~ 0'.~2 f~ 15:11:09 14.293 175.810 25.79 -0.011 353b-~.~3~-- 8/'~7/-~'- ~.~5~2~- {~09 ~.3~4 ~0.~ ~s.7~. -0.0~2. 3~.~3~ ~/27~ ~3~ ~:21:~' 1~.29~' 185.810 25.79 -0,011 5~3~"' E/~7/~- '0.~'5~ss ~s~b~ '~;~o4 ~.s~0 ~s~ ~o02~ I 3530464663 8/27/96 0.646627 15:31:09 14.304 195.810 25.78 -0.022 ~30~i~535~ '~'~ 0.6~57~ I ~:~ 1:b-9' 1~.~ '20~8~ ~. f~_ -0.71 ~7~ ~7)~ 0.~7~ ~:46:09 14.29~ ~ 1~.~ 1'0' 25.79 -0.011 35304.66052 8/27/~ 0.6605~- - 1~5~ :09 14 '-35304,66399- -'812~1~ b~6639~ 1~:~0-~ 14.30~" 35304.66746 8/27/~ 0.~67461 ~6:01:0~ ' ~'[~b4 ~25.81~ ' 25.78 -0.022 35304.67093 '~7/~ 0.~0933 ~:~ ~4~' 35304.67441 8~7/~ 0.~74405 16:11:09 14.304- 235.81~--- 25.78 _ -0.02~. 35304.67~' -~27/~ 0.6~787~- "-~6:1~:~ 14.~ ' .'. 24~.81~__ 25.7~_ '~.~! 35304.68135 ~]27~- ~.~8~3~ 16:21:09 14.304 245.811 25.78 -0.02_~.. 35304.68482 8/27/~ 0 684822 ~ {4.30~ 35304.68829 8/27~ 0.68829~ -~' __~:.~' '~ 25,78 -0.022 35304.6917~ 8/27/~ ~.691766 -{~}36:09 14.304 260.810 25.78 ~0.022 -~5304.69524 8/~7/~ 0.69523~- 16:41:09 14.304 265,810 25.78 ~.022 35304.69871 ~/271~ ~.6~8711 16:46:09 14.304 270.811 25.78 -0.022 35304.70218 ~27/~ -0.70218~ 16:51:0~- ~ --~ ..... ~5.78 -0.022 35304.70~6 8/27/~ 0,7~655 16:~6:09 '~-~.~04 ' ~80.81~- ~'- -0.0~_._ 35304.70913 8/27/~ 0,709127 17:01:09 14.304 285.810 25.78 -0.022 35304.7126 8/27/~ 0,7126 17:~:09 14.304 2~.811 25.78 -0.022 353~,71607 8/27/~ 0.716072 ~7:11:09 14.304 295.811 25.78 -0.02~_ 35304.71954 8/27/~ -0.719544 17:16:09 14.304 3~.810 25,78 -0.022 -~5304,72302 8G7/~ 0.723016 - 17:21:09 - 14.3~ ~05.810 25.78 -0.02~ -35304.72649 8/27~ 0.726488 17:26:09 14.304 310.810 25.78 ~,022 '-3~304.72~9~ 8/27/~ 0.729~1 17:31:09 14.30~-'- 31~.811 ~25.78 -0.022 35304.73343 8/27/~ 0,733433 17:36:09 14.30~ ..... ~20.8t~ ~ 25.78~__ 70,022 35304.73691 8/27/~ 0.7~5 17:41:09 14.304 - 325.810 25.78 -0.022 35304.74038 8/27/~ 0.74037~ 17:46:~ 14.304 330.810 25.78 -0.022 35304.74385 ~/27/~ 0.74385 - 1}:51:09 14.304 '-- 33~.811 25.78 -0.022 35304.74732 8/27/~ 0.747322 17:56:09 14.315 '- -340.81~ 25.77 -0.033 35304.75079 8D7/~ 0.750794 18:01:09 14.315 345.810 25.77 -0.033_ 35304,75427 8D7/~ 0.754266 18:~:09 -~4.315 350.810 25.77 -0.033 35304.75774 8/27/~ 0,757738 18:11:09 14.304 355,810 [~ 25.78 ~.022 35304,76121 8D7/~ 0.761211 18:16:09 14.315 360.811 25.77 -0.033 35304.76468 8~7/~ 0.764683 18:21:09 14,304 365.810 25.78 ~,022 35304.76816 8D7/~ 0.768155 18:26:09 14.304 ~ 370.810 25,78 -0.022 35304.77163 8/27/~ 0.771627 18:31:09 14.304 375.810 ~ 25.78 -0.022 35304.7751 8D7/~ 0.7751 18:36:09 14.315 - 38~.811 25.77 -0,033 35304.77857 8/27/~ 0.778572 18:41:09 14,315 ~5,811 25.77 -0,033 353~.782~ 8/27/~ 0.782044 18;46:09 14.315 __ 3~,810 25,77 -0.033 35304.78552 8D7/~ 0.785516 18:51:09 14,315 395.810 25.77 ~.033 35304.78899 8/27/~ 0.788988 18:56:09 14.315 4~.810 25.77 -0.033 35304,79246 8/27~ 0.792~1 19:01:09 14.315 405.811 25,77 -0.033 35304.79593 8/27~ 0.795933 19:~:09 14.315 410.810 25.77 -0,033 35304.79941 ~7~ 0.7~4~ 19:11:09 14.315 - 415,810 25.77 -d.033 35304.80288 8/27/~ 0.802877 19:16:09 14.315 420.810 25.77 *0,033 353~,8~35 8/27/~ 0.8~35 19:21:09 14.315 425.811 25.77 -0.033~ 35304.80982 8/27/~ 0,809822 19:26:09 14.315 430.811 25.77 -0.033 35304.81329 8/27/~ 0,813294 19:31:09 1~.31~ --- 435.~10 25.77 _-0,033 35304.81677 8G7/~ 0,816766 19:36:09 14.31b 440.810 25.77 -0.033 35304,82024 8/27/~ 0.820238 19;41:09 14.315 445,810 25.77 -0.033 ~' 14.31~ - 450.81~ 25.77 -0.033 [_ 35304.82371 8/27/~ 0.823711 19:46:09 35304.82718 8/27/~ 0.827183 19;51:09 14~31~ - 455.810 25.77 -0.O33 35304.83066 8/27/~ 0.83~55 19:56:09 14.315 460.810 25.77 _ -0.O33 35304.83413 8/27/~- 0.834127 20:01:09 - 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