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HomeMy WebLinkAboutKIMBERLY MANOR #2 S-5888 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG- PERCOLATION TEST PERFORMED FOR: J]'H C0X LEGAL DESCRIPTION .~T-r-~Ct~J~-~) Brown 1 w/organics 2 3 4 5 7 8 9~ Brown SANDY SILT, ML lO - moist DATE pERFORMED: , Kimberly Manor SubdivisiOn,sLOPE Addition #;~EP~S~ Brown SILTY SANDY GRAVEL, GM moist PERCOLATION TEST Boring #1 '7/1/81 11 12 13 14 15 16 17 18 19- 20 WASGROUND WATER S ENCOUNTERED? NO L O P IF YES, AT WHAT DEPTH? ..... TOTAL DEPTH OF BORING - 20.0 PER CO l~qllON RATE TE~T RUN BETWEEN COMMENTS *Hole was dry~ added 0.97" of water. Reading Date Gross Net Depth to Net Time Time Water Drop 13.50 7/1/81 10:33 .- 8.25* - 12.53 7/1/81 10:34 30 min. 7.28 0.97 12.65 7/1/81 11:04 30 min. 7.40 0.12 12.75 7/1/81 12:34 30 min. 7.50 0.10 12.83 7/1/81 12:04 30 min. 7.58 0..08 12.92 7/1/81 12:34 30 min. 7.67 0.09 13~5^.7/7/81 10:34 8.0 {minutes/inch) PERFORMEDBY: Bill Queitzsch 72-008 OCT 0 7 1981 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 . SOILS LOG--PERCOLATION TEST PERCOLATION TEST Boring #2 PERFORMED FOR: JIM C0X DATEPERFORMED: 7/7/81 LEGAL DESCRIPTION: 'Tract A-2. Kimberly'Manor Subdivision. Additinn ~2 ! 1 2, 3 4 5 6- 7 8 9 10- 11- 12 13 14- 15- 16- '17 - 18- 19~ 20 Brown SILTY SANDY GRAVEL, GM Dark Brown ORGANIC SILT, ML moist COMMENTS Brown SILTY SANDY GRAVEL, GM moist' Brown GRAVELLY SANDY SILT, ML moist SLOPE SITE PLAN TOTAL DEPTH OF BORING - 20.0' WAS GROUND WATER NO ~ ENCOUNTERED? . O P E IF YES, AT WHAT D EP_TH? Gross Net Depth to Net Reading Date Time Time Water Drop 61-1/4" 7/7/81 9:18 .- 54-3/4"* 49.0" 7/7/81 9:19 42-1/2" - 12L1/4'' 51.0" 7/7/81 9:49 30 min. 44-1/2" 2.0" 52.0" 7/7/81 10:19 30 min. 45-1/2" 1,0" 52-7/8" 7/7/81 10:49 30 min. 46-3/8" 7/8" 53,1/2" 7/7/81 11:19 30 min. 47.0" 5/8" 54.0" 7/7/81 11:49 30 min. 47-1/2" 1/2" 54-3/8" 7/7/81 12:19 30 min. 47-7/8" 3/B'L 55.0" 7/7/81 12:49 30 min. 48-1/2" 5/8" 55-1/2" 7/7/81 1:19 30 min. 49.0" 1/2" PERCOLATION 'RATE 60 (minutes/inch) T~ST RUN BETWEEN 4,0 'FT AND 4,5 . ET *Hole was dry, added 12-1/4" of water. PERFORMED BY: Mark Hall CERTIFIED BY: 72-00B -=DEP~RTFM EN~ OFCENVI RO N M E NT4 L-&-Q U ~t£I~¢TL~_~ 274-4581 August 13, 1974 c ~,ir. Timothy Tittle L. Rlg~t-0F-~,ay Agent State of Alaska A Department of ltighways Central District A 5700 Tudor Road Anchorage, Alaska 99507 · * .g.., y.,,... ,".- Dear ~,tr. Tittle: This letter is in reference to our recent conversation regardi-ng the ,, r~u~-o~w~y ->a~.'e on the subject prop6~ty. A review of the data presented by you on this case and field review of the area shows that the portion of the property left after the right-of-way take wilt not be adequate for residential home construction. This is based on several factors. We are mainly concerned with the narrow width of the property, which has a maximum width of 100 feet, the slope of the property towards the creek and the soil conditions of the property. ~N~ this tl~e we would advise that tn~ property is not adequate for residential construction. Should.you,¢nsn' ' further information in regards to this matter, please contact the undersigned. Sincerely, Rolf S~rickland, R.S, Chie'F Sani~aria~ RS/lw ! I IVO ~Ol V~ d~ // / / ./ ? /