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HAMPTON HILLS BLK 1 LT 2
Jul 22 22 08:51 p Anchorage Well & Pump Ser 9072430742 p.1 MUNICIPALITY OF ANCHORAGE Development Services Departmentk Phone: 907-343-7904 On -Site Water & Wastewater Section \: _� Fax: 907-343-7997 Pump Installation Log Well Drilling Permit Number: Parcel Identification Number- 015_13443 Date of Issue: Legal Description HAMPTON HILLS Block 1 Lot 2 Property Owner Name & Address: NOWKA ERIKD I (TOD) 7542 UPPER OWALLEY RD ANCHORAGE, AK 99507 Pump Installation Date: 07 - 20 - 2022 Pump Intake Depth Below Top of Well Casing: 150 feet Pump Manufacturer's Name: MYERS 3NFL72-8-PR-02 Pump Model: Pump Size: '75 hp Pitless Adapter Burial Depth: 12 feet Pitless Adapter Manufacturer's Name: MARTINSON Pitless Adapter Installer: Well Disinfected Upon Completion? ,A Yes ❑ No Method of Disinfection: PELLETS Comments: Pump Installer Name: ANCHORAGE WELL & PUMP SERVICE Company: 7640 KING STREET ANCHORAGE, AK 99518 Mailing Address: _ 907-243-0740 City: State: Zip: Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation. MUNICIPALITY OF ANCHORAGE DEPARTMEN'r OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION ' 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPFCTION REPORT NAME PHONE ~NEW -- lWell ) Absorption area Dwelling P~RMIT NO. DISTANCE TO: ~ ~ ~ ~ ~ ~ ~ ~ Manufacturer ~,~ Material ~ N°'°fc°mpartments ~ Liq.~acityingallons,~ IF HOMEMADE: Insidelength~)~ Width N )~ Liquid depth ~ ) ~ ¢~ ~ DiSTANOETO: Well __~ .~ Dwelling PERMITNO. ~ ~ ~ Manufacturer~ ~ Material Liquid capacity in gallons ~ ~ Well I Foundation t Nearestlotline ~'~ PERMITNO. '3 ~ ~ N°' of lines. ~ Length of each lin~ ~ Total length of lines~.~ Trench width~ ~ inches Distance between lines i; ~ ~ Top of tile to finish grade ~ ~ O ~ Material beneath tile ~,~ ~.t~ inches Total effective absorption~ '~oarea ~ Length Width '~epth PERMIT NO. ~ Type of crib Crib ~le ,m~ Crib depth Total effective absorption area ~ Wall Building foundation Nearest lot line ~ DISTANCE TQ: ~S~ ~ Depth Driller Distance ,o Io~ line PERMIT NO. ~ Building foundation Sewer line Septic tank Absorption area(s) ~ DISTANCE TO: OTHER -PIPE MATERIALS, SOmLT"STRAT'NG ~OO 6 6 ~ -iNSTALLER % ~ ~ REMARKS Q~IL~ ~ DATE LEGAL 72-013 IRev. 3/78) F:'Eil:a:l:'l i[ '1" NO. {::i F' I:::' L. ]i C l:::li",l T L 0 C [::1 Ul" i[ 0 P',l L. E G f:l L. -I'Hll~: L..IL:ZI',tG"I'I:.-t I) ]: P'II:~:N::.:; :[ CIt'.,I :[:~}; 'I'HIiE L.E.:.i'.,li3'rl"t-I ,']:i'.,I I::' [:}: I~; T ::, "iF' THE "I"I:;::IEi',tCH Ol:;i: [::,l:;i:F'l]:i'.,ll'.:'tl::::l..I). '1'1 tE 1. ........ il.l:-lit i:31:::- I'::1 TI:,::EI'.,tCI:I: F'tR_ F'I'T' I:5 THE E:,I~TI::II'.,IC:I:i; E',ETI:,.IEEI',I THE: SI...II.;:FFICE: OF:' 'THE: GROUI'K:, I:::1i',11:::, THE: E,3'I:'TOH OF' THE E',:.:',CFt',,,'FFI:'IOI',I ,:: I1",1 I::IEI'~iiT). 'T'H[CF:E :[ :!~:; NO :~;E:T l.q ~ I.'::,'T'H F'OR "l'l::~:a:l"IC:l'*l~:iZ:~;. · ", ,"' :~F I-~ , E L E',F:TI41i:.'I:i:.'i',] 'T'I:'IE OI:J"I'F:I:::IL.I.. I:::' :i: I:::'E: "HI:E: .F-,Ell.. E:'EF'TI:'t ]:% 'T'I-IE I'"Ilt",I:[HLIH DI:EF'"I:'H O1::: .......... . I:::tl',~[:' "I"I"IE: DCF'I:'TOH O1:: 'l"l"tllii: E',qCI::I',/f::IT ]: ON ,:: Ii",1 F~.:ET::'. CIF:'T ): 1.3N SI..IE:J'E:IZ'T "I'CI TI'I[: ",I I::li",l[:' :E;F C :[ F I CFIT I Ctt'.,IL:~; F:II",I[) COI',I:iSTF;:I..ICT :r ON I:::, ]: F:ll:'Til::::i::lt'"i$ Fff;~:E: ,. i::l "1" Z[ 1:3 J'.,l. LOCATION SKETCH TEST HOLE LOG ~ale: 1." = 3' 0! ORGANIC MATERIAL __0.5 ' SANI)Y GRAVEL W/SOlVE SILT (GH) Brown, Slightly Moist 1.5 GRAVEL W/SOIl, SAND, TRACE SILT, Brown, Slightly Moist, Medium Dense UPPER Not To Scale Distances shown are approximate and have not been measured by surveying methods. 6.5~ SAND ~$/SO~ G~qA~.~L (SP) Brown, Slightly ~ist, Q~edium Dense 11.0' SILT U/SOb~ SAND S©~LE GRAVEL Brown, Very Wet, Medium Dense 13.5' S/ZUDY GRAVEL W/SO.~-~q SILT (GM) Brown, Moist, Dense Refusa% on Bedrock 18.0' T.D. This log depicts subsurface soils observed within the test hole at the location shown. See Drawinqs B-01, B-02, and B-03 for ex?lanation of symbols. DWN. CKD. .~/J'//7z DATE. 11-15-77 S CALl:', ~ ~N-q U LTA N T-q, II~IC.~ LOCATION SKETCH A~ID TEST IIOLE LOG HANS NOW/iA ~1o~ 2540 JPROd. NO. 751 255 IDW~.N0. ~_~1 November 15, 1977 R&M No. 751255 Hans Nowka 4830 Halu Lane Anchorage, Alaska Subject: Soil Investigation for Sanitary Sewer System, Lot 2, Block 1, Hampton Hills Subdivision, Anchorage, Alaska Dear Mr. Nowka: At your request of November 10, 1977, we conducted a subsurface soils investigation at the proposed location of the sanitary sewer system on the subject lot. The investigation complied with those procedures required by the Municipality of Anchorage, Department of Health and Environmental Protection. This investigation, which was accomplished on November ].4, 1977, consisted of a test hole drilled to a depth of 18 feet below the existing ground surface. The test hole was sited according to your instructions and its location is shown in attached Drawing A-01. Drilling was accomplished with a rotary drill rig using continuous flight solid-stem auger with an outside diameter of 6 inches. A sample was taken at the depth shown on the soils log in Drawing A-01. The sample will be held in storage at our lab for approximately six months. In addition, all material brought to the surface by the augers was continuously monitored by an experienced engineering geologist. The topography at the drilling site is generally horizontal. At the time of the investigation 'the site had original vegetation consisting of spruce and birch. The top of the test hole was located at original ground surface. The soils encountered in the bore hole are shown in the test hole log in Drawing A-01. The symbols used in Drawing A-01 are explained in Drawings B-01, B-02 and B-03. This log displays specific conditions encountered at the test location. However, subsurface conditions may vary in other parts of the lot without any apparent surficial evidence of the change. _.Gr__gLLB~wat~w~w~ encountered in the test hole at ~ap~Lt~~ ~~_~~~K. At t'he t~ the hole was drilled seasonal frost wa~ present from the surface to a depth of 0.3 feet. Permafrost was not encountered. Based on the visual classification of the soil and the requirements set forth by the Municipality of Anchorage, a percolation test was not necessary within the test hole on the subject lot. - November 15, 1977 Hans Nowka Page -2- We appreciate this opportunity to be of service to you. Please contact us if you have any questions concerning this letter or if we can be of additional service. Very truly yours, R & M CONSULTANTS, INC. Jeffrey M. Ayres Geologist merit Jim McCaslin Brown, Ph.D. Head, Earth Science Depart- gld Attachments: Drawings A-01, B-01, B-02, B-03 JAN For Hans Nowka ~ Location .............. Date com~qeted Xay, ~978 Depth of well ~ 64 ~ Size of casing ........... Distance to water ..T) ~ Distance to water while pmnp~n~ . 142 - - - ............................................... rate ce 500 a" ............................................ g uon5 per aour. Description of Formati&t"'['/, ' .' from to Rocks a ...... "'" '" cobbles, '-..,. V..,:u.~; . .'-,: 0 3 _Smaller rocks-.~i~ dl'a~',:!-: '--.'. O 8 Yellow clay & gravel, :J/',_'. b ] 20 Gravel .... · .... ...,: .: r: -......... , 20 25 G rat e~ clay Sandy clay w~ Hard clay &grav. e2~ ...... .x ....... 60 90 125 Sand & gra~{i-~h~:~e't",..[ . 125' 142 Sand; wet, heaves ."/q'.-"' - ' 142 153 Sa~d k gr~vel; wet,~ 'h~a, Ves ~5] 160' Till~ seeps water ' ' 160 162 Water sand &..,grave} -- , 1~'2 164 I certify the above true and correct. ,'~' Driller ..... 7' ............ DOTTEN DRILLING CO. John's Ro~d ~ -"1~ SPENARD, ALASKA We advise you to attach this certificate to your deed. January 4, 197~ Hans Nowk 4830 Ha~u Lane Anchorage, Alaska 99503 Subject: Imt 2 Block 1 H~u~pton Hills Subdivision Permit 9771012 A permit issued by this department for well and/or sewer system has expired. Permits are issued on a calendar year basis, as stated on the permit, by authority of Municipal ordinance. If you have drilled the well~ a well log should be sent to this department to document the installation date. If there are any further questions, please contact this office at 264-4720. Sincerely, Health and Environmental Protection Sewer and Water Section