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Home My WebLink AboutINDIAN VALLEY ALASKA BLK 1 LT 109.O. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name /j ~ DISTANCES ~Ax/~. /~f) d~,C.t~..~ ~S~O¢~ ABSORPTION Address TANK FIELD ~% ~ / ~~O~ ~ ~X~ ~ SEPTIC WELL / / Phone(s) ~~ ~ ~ ~Permit No. No. of Be~s Township, Range, Section AS-BUILT OlAGRAB (Show location of well, septic system, properly lines, foundation, TANKS - ~ SEPTIC ~ HOLDING ~ , Manufact .... Capacity in gallons , ~- /~ ' Material No. of Compa~ments TYPE OF SYSTEM ~ u ~.E.C. ~ ~ED ~ W.~.*~. ~O~.~. ~ ,, . Depth to pipe bottom from Total depth from original grade ~ . Fill added above original.~grade FT Gravel depth '~,beneath~pipe '~,0 ~]~$~% q ~U~LFT ~¢ Gravel width Gravel length ;~ FT [~ FT Total absorption area / Distance between lines ~ I '~ S~ FT ~ FT Number oi lines Soil rsnng Pipe ms~eriBI _~ ['~ 8QFT ~ ~0~ ~,~l 1 Installer ~ ~L~, ~ ~~ . 'o. ~ ~ ~, ~'~ 0 ~ * Date Install~ /~ WELLS (U~'r g PRIVATE ~ OTHER {Identify) Classification (A,B,C) Total Depth Cased to FT FT Installer Date Installed: ~ ~ J REMARKS: ~ ) ~F )~ -~0 J [~,~ [~ /~0. ~p~ ~ ~L~ ~ Inspections Pedormed by: I ~ J'~ ~ /~ I ~ hisinspe.i0n was pedormedacc0rdingt0 ami ~ % No Municipal and Stale guidelines in eric ' : ~fi ~? HealthOepadmentApproval ~ ~'~ Date' ¢-- / ~ ~ ¢0 ' ~ t' 72-013 (3/85) 'KE KNIEFEL ENGINEERING 8441 Miles Ct., Anchorage AK. 99504 (907) 337-1121 · Fax (907) 338-1874 September 13, 1990 'Dave and Vicki Husgrave Box 838 Girdwood, Alaska 99587 SUBJECT: LOT 10, INDIAN VALLEY S/D WATER AND SEWER AS-BUILT Dear Dave and Vicki: We have compleged our two inspecgions of the wasgewater system as installed by Glacier Creek Sand and Gravel Co. We have compleged and turned our in system as-builg ag ghis time. We understand it will be approximagely November before ghe well is drilled, so we are turning ghe wastewater system in now so there will be no problem with having to get a new permit for the sepgic system if the well does nog go in until nexg year. We have included our invoice for ghe as-builg on the system. Give us a call when ghe well goes in and we will amend'the as- builg to include ig ag no additional cost to you. If the well does not go in until, after 12/31/90, you will need to file a new permit request, pay an additional $90, and then install ghe new well. Just leg me know whag.you want to do when you :geg ready to do the well. We have enjoyed working w. iFgh you on this project, and good fishing to you. If you 'have any additional questions or comments, please don't hesitate go contact us. Respecgfully Submitted, Kniefel Engineer. ing ~ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES PO BOX 196650 ANCHORAGE, ALASKA 99519 343-4744 HAND WRITTEN PERMIT Permit Number: swgD~ Permit Type: ~~u~/~l/ Date Issued:.~'/~/~O Expiration Date:lZ/~/~o Design Engineer:~ A/~/c/~/ Owner Name: ~V~ ~/ /k/~ Day Phone:&~"'~ Owner Address: ~ ~ ~ ~/~ ~ ~S'~ Parcel ID: ~D--OJ LOt Legal: Subdivision: /~/~ ~zz~/ Lot: fP Block: / Section: ~v~ Township: /~A/ Range: Lot Size:/~ (sq.ft. ~ Max Bedrooms: This Permit: ~ Total Capacity: SEPTIC TANK: Minimum septic tank capacity:/~-5~ gallons. Each septic tank must have at least 2 compartments, insulation is required if depth to top of septic tank(s) is less than 4.0' Lift stations require an appropriate electrical inspection. WELL LOG: A copy of the well log must be sent to DHHS within 30 d~ys .of the well's completion. I CERTIFY THAT: 1. I will install the on-site sewer system and/or well in accordance with all codes and regulations of the Municipality of Anchorage (MOA) and State of Alaska , and in compliance with the design criteria of this permit. 2. I will adhere to all MOA and State of Alaska requirements for separation distances from any existing well, septic system, or surface water on this or any adjacent or nearby lot. 3. I understand that this permit isfva~id~/_ for a single family dwelling with a maximum o bedrooms. I also understand that any enlargement will require an additional permit. 4- I understand this permit is issued for the calendar year and expires on December 31 of the year issued. 5. I will notify DHHS prior to all inspections by the engineer or well driller. ISSUED B . ~ . _ _ db/ll5 1. System Design, 4 Bedroom ~ 125 sf/bed. = 500 sf of field area 2. Recommended System is an absortion bed 15' X 34' = 510 sf. The soils are rated at 85 sf/bed. The bed will include a 2' thick sand filter rated at 125 sf/bed. 3. Reserve Areas 4 Bedroom ~ 1,000 sf/bed. = 4~000 sf reserve area 4. Installation to follow MOA regulations for materials, construct- methods and inspections. Ail distances are approximate, field verify seperation distances between well and sep%ic systems PRIOR T0 CONSTRUCTION. 5. The well on lot 9 is existing. The wel'l for this lot ~10 is proposed. The well dr'iller will verify the minimum seperation distances to the septic systems prior to beginning'drilling. DATE PREPARED FOR: 80ALE PREPARED BY: //¢ ¢ /¢¢ / Kniefel Engineering MOA CE 90-030 Topsoil and Seed Disturbed Area Soils Log Existing Ground 4" perf Dra in--pip Native Backfill - , :~'" Sewer Sand Filter j FIELD PROFILE Bottom of Drain pipe .gal.~ two compartment septic tank SYSTEM PLAN VIEW LOT 10, BLOCK 1, INDIAN VALLEY 5/11/90 PAGE 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR; ~"~'~NV~-· A"I~O ~ 'tCV..., ~t'&5.~'[?..AVt~-, LEGAL DESCRIPTION: L ~. O [ '~\ ~ .~,,Jii)~ ~,~j~.&u~5/TTownship, Range, Section: SLOPE OB 2 4 6 7 8 9 10 WAS GROUND WATER 11 12 13 14 15 16 17 18 19 20 S IF YES, AT WHAT DEPTH;' p E Oeplh to Water Alter Monitoring? ~JO~' ~, Dale: '~-- Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE __ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND Ii FT COMMENTS PERFORMED BY: '~- I~/'a { ~- t'~(;~-~,--' I ~ ~ (~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE; 72-~8 ~Rev. 4/85) 1201 ~amona St. 99515 ANCHORAGE~ ALASKA SiX INCH WATER WELL DRILLED OUT TO THE DEPTH Of 84 Feet. DRILLED AT THE RATE OF 4!23.00 PEr FOOT. Steel casing seated to 8~'. Property OWNER Eavid L. ~.. Vicky GFaY Musgrave P.O. Box 858 Girdwood: AK 99587 653-'/648 LOCATION OF WELL SITE T_ndian Valley Sub. Blk. 1 Lt. i0 DRiller Pernie CiLaus of Pampart Drilling Works. WELL LOG: 0 - 18' Coarse gravel ~ small boulders. i8 - 43' Coarse gravel with 307'~ clay binder.' 43 - 6t' _Uard.pan. A tight mixer of fine gravel and blue clay. 61 - 79' A wet silty fine gravel. 40/% clay material. 79 - 82' A silty water bearing sand & fine gravel. 82 - 84' A good coarse water aquifer of clean gravel. The water quality is excellent! The water quantity is 15gpm~- pumping 15 feet off bottom. Sub- mersible pump could be installed 15 to 20 feet off bottom. Water recovery is back up 35 feet of surface. This Water Well was paid for in full, as of November 1, 1990 RECEIVED MAE 1 1 1991 Municipality of Anchorage Dept, Health & Human Services COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLINg. WRITE CHECK PAYABLE TO RAMPART DRilliNg WORKS FOR THE SUM OF ........................ THANK YOU VERY MUCH.%qf~.._~,,' . ~ BERNIE CLAUS OF RKS DATE November 5th~ 1990 SERVICE CHARGE O F 1~% PER MONTH WILL BE A~SESSED ON PAST DUE ACCOUNT~. -of Anchorage ANCHORAGE, ALASKA 99519-6650 (907) 343-4200 TI~t~CJ~2'I~ Tom Fink, MA YOR JanuarY 8, 1988 William F. Jennings SRA Box 1017 Old Glenn Highway Chugiak, Alaska 99567 Subject: Lot 10 Block 1 Indian Valley Subdivision' Permit #870024, On-site Sewer/Well Permit A permit issued by this Department for an individual well and/or on-site sewer system has expired as of December 31, 1987. Permits are issued on a calendar year basis by authority of Municipal Ordinance. A new permit must be obtained from this Department for any well and/or on-site sewer system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this Department for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site sewer system, the original as-bUilt inspection report (three-part form) must be sent to this office for review and approval, and for documentation. Effective January 1, 1988, a new fee schedule is in effect. When re-applying for a new permit, the new fees are; $90.00 for an on-site sewer permit; $50.00 for a well permit; $140.00 for a combined sewer and well permit. If. there are any further questions, please call this office at 343-4744. Sincerely, ~ Robert W. Robinson Program Manager On-site Services RWR/ljw enc: Copy of Permit LOT ! 7 ,, O ;:?. !. ~:~ ] :, () () 0 ,, 0 %.?,. i .D ~...-[ 6. (yE 9 'THIEN (i) r::t~N [:i:L.E':C"I'F;~:[E:¢::fi.... F:'E:i::;LI"I]:T ¢::IN)::) :I:NSF'F.':CYI'IC)N i'ILiST )3[E CJZE'O'¢::~ZN[ED~ (2) {¢J]:I....L NE)T E','E F:ff:'PF:.:OVE:D N]:'T'HC.ILJT ¢:':N E:I...Er. CTF~]:CX%. ]:NSF'IECYT!CH',! R'.IEPC!fRTi', (4ND (:~;) E:I:..[!:EN'F;'. :[ C,/::~L NOB'.I< PILIST ~':i['2-:: DONE: I.~y ~:'.,, L. :[ CENS[:i:D EL.E:E:'TR :[ [:; I ~'-:~I",1, S ]: GNED BED CROSS-SECTION t i SAND FILTER SPECIFICATIONS Sieve Size (mm) Percent Passing by Weight #4 (4.75) #10 (2) #6O (0.25) #200 (0.074) 100 75 - 100 5 - 75 0 - 15 COLD REGIONS CONSULTING ENGINEERS, INC. Geotechnical Civil Engineers ARVIND PHUKAN Ph.D.,P.E. President February 17, 1987 Job ~A87-02-296 William F. Jennings SR 1-17, Old Glenn Highway Chugiak, Alaska 99567 Re: Soils and Percolation Testing Gentlemen: According to our verbal agreement dated February 3, 1987, we have completed soils and percolation testings on the Indian Valley Subdivision (legal description: Lot 10, Block 1, Indian Valley Subdivision). Attatched are the results of our investiga- tion. Based on our investigation, the site has suitable soils for an absorption system. Two test holes were dug. Test hole No. 1 was located near the South-East corner of the lot. Soils encountered in this test hole consists of Sandy Gravel with Cobbles and Trace Silt overlain by about 6 inches of top soil. Soils are suitable for an absorption system. Test hole No. 2 was placed near the North-East corner of the lot. Soils in this test hole Consists of Sandy Gravel with some Cobbles and Trace Silt overlain by about 12 inches of top soil. 6541 DeBarr Road Anchorage, Alaska 99504 Office 337-7111 / Home 337-8894 Thus, the soil conditions at the site appear to be uniform and suitable for a soil absorption system. No water level was en- countered at either of the test holes. A 6 inch diameter pipe was installed in the ground to check the ground water table. No water was recorded for a period of 7 days. Percolation tests were performed on both test holes at 4.5 to 5.0 feet. The attatched test results show a percolation rate of 0.42 and 0.67 minutes per inch at test hole No. 1 and test hole No. 2, respectively. Fig. 1 shows the location of existing wells and disposal system. The proposed well and disposal system in the investigated lot are also shown in the attatched Fig. 1. Figs. 2 and 3 present the results of the percolation tests and other topographic information about the lot. Should you have any questions on the above findings, please do not hesitate to contact us. Respectfully submitted, COLD REGIONS CONSULTING ENGINEERS, INC. Project Manager AP/ao/R2: 60 SCALE I"=100' EXISTING BUILDING .I LOT 9 TESTHOLE LOCATIONS PROPOSED WELL LOCATION EXISTING WELL LOCATIONS RE~£RuE ~~PROPOSED SEPTIC SYSTEM AND ABSORPTION SYSTEM LOT II LOT I2 '1 I EXISTING BUILDING 0 0 EXISTING SEWER VENTS OVERHEAD POWER LINES Figure I SITE PLAN MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST [:~ $01L8 LOG PERCOLATION TEST PERFORMED FoR:Cold Regions ConsuttinK Engineers ~ Inc DATE PERFORMED:February 4~ 1987 LEOALDESCRIPTION: Lot 10, Block 1, Indian Valley Subdivision 1 2 3 4 5 7 8. 9 10 11 12 13 14 15 19 20 Brown, Tan Sandy Silt w/ Trace Organics (ML, F-4) Gray Sandy Gravel w/Cobbles and Trace Silt SLOPE SITE PLAN (GW, NFS) WAS GROUND WATER ENCOUNTERED? Bottom~'of Test Hole rFYES, AT WHAT DEPTH? NO FHUKAN //.':.: :1 Gross Net Depth to Net Reading Date Time Time Wa[er Drop 2:28 f~ 54" 6" #I .2-4-87 2:29 39 1.0 60" #2 2-4-87 2: 45 .D4 54" 6" 2:45 59 0.92 60" 2:48 il[Ii #3 2-4-87 2:49 50 1.83 60" ~4 2-4-87 2:50 40 54" 6" 2:53 10 2.5 60" PERCOLATION RATE 0.42 {minutes/inch) 5' TEST RUN BETWEEN 4.51 FT AND FT COMMENTS TH-I- Soil satisfactory for on-site absorption system.' PERFORMED BY: Herbert McKinney C£RTIFIED BY: Figure #2 DATE: 2--5--87 ' ,r ~ SOILS LOG :~.~ 825 L. Street, Anchorage, Alaska 99501 264~720 TEST SOILS LOG- PERCOLATION TEST PERFORMED FoR:Cold Regions COnsulting Engineers: Inc -DATE PERP0~MEo:February 4:1987 'LEGAL DESCRIPTION: Lot ~-0~ 2- 4 .q 7 8. Bottom ot5 Test Hole Block 1, Brown, Tan Sandy Silt w/Organics (ML, F-4) Gray Saqdy Gravel w/Trace Silt. w/Cobbles (GW; NFS) Indian Valley Subdivision SLOPE 11 12 13 14 15 .16 19- 20- COMMENTS SITE PLAN WAS GROU.O WATER ENCOUNTERED? NO ~ o P IF YES, AT WHAT E DEPTH? Reading Date Gross Net Depth to Net Time Time Water Drop 3:28 5~ 54" #1 2-4-87 3:32 .~5 3.33 60" 6" 3:34 5~ 54" #2 2-4-87 3:38 301 3.67 60" 6" · 501 54" 3:39 #3 2-4-87 3:43 40! 3.83 60" 6" 3:46 ~0 54" #4 2-4-87 3:50 10 4.00 60" 6" 4:05 ('~01 54" #5 2-4-87 4:09 0~' 4.00 60" 6" PERCOLATION RATE 0.6 7 Iminuteslinchl TEST RUN BETWEEN 4,5 ' 5 ' FT AND FT TH-2 - Soil satisfactory for on-site absorption systep]. PERFORMED BY: Herbert McKinney CERTIFIED Figure #3 ,DATE: COLD REGIONS. CONSULTING ENGINEERS, INC. Geotechnical Et Civil Engineers ARVIIgD PHUKA~I Ph.D.,P.E. President February 6, 1987 Job 9A87-02-296 William F. Jennings SR 1-17, Old Glenn Highway Chugiak, Alaska 99567 Re: Soils and Percolation Testing Gentlemen: According to our verbal agreement dated February 3, 1987, we have completed soils and percolation testings on the Indian Valley Subdivision (legal description: Lot 10, Block 1, Indian Valley Subdivision). Attatched are the results of our investiga- tion. Based on our investigation, the site has suitable soils for an absorption system. Two test holes were dug. Test hole No. 1 was located near the South-East corner of the lot. Soils encountered in this test hole consists of Sandy Gravel with Cobbles and Trace Silt overlain by about 6 inches of top soil. Soils are suitable for an absorption system. Test hole No. 2 was placed near the North-East corner of the lot. Soils in this test hole consists of Sandy Gravel with some Cobbles and Trace Silt overlain by about 12 inches of top soil. 6541 DeBarr Road Anchorage, Alaska 99504 Office 337-7111 / Home 337-8894 Thus, the soil conditions at the site appear to be uniform and suitable for a soil absorption system. No water level was en- countered at either of the test holes. Percolation tests were performed on both test holes at 4.5 to 5.0 feet. The attatched test results show a percolation rate of 0.42 and 0.67 minutes per inch at test hole No. 1 and test hole No. 2, respectively. Should you have any questions on the above findings, please do not hesitate to contact us. Respectfully submitted, COLD REGIONS CONSULTING ENGINEERS, INC. ~Phu~an Project Manager AP/ao/R2:58 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AN[:) ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG -- PERCOLATION TEST SOILS LOG PERCOLATION TEST PERFORMED FoR:Cold Regions Consulting En~ineers~ Inc DATE PERFORMED:February 4, 1987 LEGAL DESCRIPTION: Lot 10, Block 1, Indian Valley Subdivision Brown, Tan Sandy Silt w/ TraCe Organics (ML, F-4) SLOPE SITE PLAN Gray Sandy Gravel w/Cobbles and Trace Silt (GW NFS) Bottom of Test HO~eyES, ATWHA-~__ 1 2 3 4 5 6 7 8- 9 10 11 12 13 14 15 r H J,,AN ,:' ' -. 0E-5227 '" :: "' `~ WAS GROUND WATER S ENCOUNTERED7 NO L O P DEPTH? 5% Gross Net Depth to Net Reading Date Time Time Water Drop 2 :-28 ~ 54" #1 2-4-87 2:29 3~ 1.0 60" 6" 2:45 04 54" 6" #2 2-4-87' 2:45 59 0.92 60" #3 2-4-87 2:48 O0 54" 6" 2:49 51! 1.83 60" f4 2-4-87 2: 50 .40 54" 6" 2:53 10 2.5 60" 20 PERCOLATION RATE 0.42 (minutes/inch) TEST RUN BETWEEN 4.5' FT AND--5' FT COMMENTS TH-1- Soil satisfactory for on-site absorption system. PERFORMED BY: Herbert McKinney CERTIFIED BY: '"~~, ~ - DATE: 2-5-87 r~ SOILS LOG ;.- ..~ MUNICIPALITY OF ANCHORAGE -~'"~' "~%, ~ PERCOLATION "~'~',\ DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST l\[,.~.~r~!i 825 L. street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST PERFORMED FoR;Cold Regions COnsulting Engineers: InC.DATEPERFORMED:February 4:1987 LEGAL DESCRIPTION: Lot 10, Block DEPTH 2 3 4 5 6 7 8. 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS Brown, Tan Sandy Silt w/Organics (ML, F-4) Gray Sandy Gravel W/Trace Silt w/Cobbles (GW; NFS) Bottom of Test Hole Indian Valley Subdivision SLOPE WAS GROUND WATER ENCOUNTERED? NO IF YES, AT WHAT DEPTH? SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop 3:28 55 54" #1 2-4-87 3:32 15 3.33 60" 6" 3:34 50 54" #2 2-4-87 3:38 30 3.67 60" 6" 3:39 54" ~1 3.83 60" 6" #3 2-4-87 3:43 3':46 i0i 54" #4 2-4-87 3:50 !0! 4.00 60" 6" 4:05 00 54" #5 2-4-87 4:09 00 4.00 60" I 6" PERCOLATION RATE' 0 · 67 (minutes/inch} TEST RUN BETWEEN 4.5 I FT AND 5 ~ FT TH-2 - Soil satisfactory for on-site absorption system. PERFORMED BY: Herbert McKinney CERTIFIED DATE: 2-5-87