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Home My WebLink AboutCHRISTOPHER HEIGHTS #1 BLK 2 LT 2 FROM : MCN_CONSTRUCTION.. PHONE NO. : 5639905 Jul. 23 1999 01:49PM P3 Municipality of Anchor. age Department of Health and Human Services 825 "L' Street P.O. Box 196650 Anchorage, Alaska 99519-6650 http://www.ci.anchorag e .ak us Permit .Number: #SW 980228 Date of Issue: 7-10-98 ])ate $~arted; 5-1& 99 Date Cempleted: 5-13.,99 ........ Property Owner Name & .S~ldress: Bo.hole' ~ata':' ' ' ' ...... Soil Typ~, Thickness & Water Stcata Stick-up organics gravelly Silt silt sandy gravelly silt silty., sandy gravel H20 silt "' water sand gravel gravelly silt bedrock Mark Nystuen 3350 Chaparral Circle Anchorage Ak 99502 Depth (ft) Parcel Identification Number: 015-231- cl.5- ts well located at appmYed p~'mit location? [] Ye~. [] No Christopher'H.qhts lot 2 blk 2 Frol~! 0 2 5 19 28 37 39 41 46 65 To 2 5 19 28 37 39 41 46 85 · ' t26 RECEIVED JUL 1999 "Munic~pahty o! Ancrlorage 0spt. Health & Human Services .Method of Drilling [] ai~ ~_t~a~y..l'J c~bl~ tool Casing ~pe: steel W~I ~c~: 025 ~hes . .,.:~.: .::~:.. Din~t~: ~ ~h~ De~: ~ ~t' .. LinerTy~:- '~' "' ' "' Cas~g stieknp above ground: Static water level (from groundlevel): 0~:'>: '::::i~:!.. Pumping level:..40 ~t a.tim- , .' ..... .'.~ Recovery Rate: 1_.0 gpm Method of Testing:.a/r/ift "....',i; ':~ ~.~.. '.", Well'Intake opening Type'S" '?' ,: ..... [] Open ~ [] Open Hole [] Screened Stmt~ feet, Stopped"." feet [~' Pea'rotations Start 4_~3 fe~t ' Stopimcl 4.6' feet Grout Type: ~ Volume: 2 b~rs Depth: Start_O fee~ Stopped _- feet Pump: Intake Depth x_ feet Pump size -- hp Brand Name .Well Disinfeet~ :U'pon' COmpletion? i~ Yes [-I No Method of Disinfection: clorox. Comments: Well Driller: Alpine Drilling & Enterprises P.O. Box 110496 . ,, .Anchoragt~,. Ak. S9511 AK 0 Al~tion: The weLr~ _ .~"~ -,'-t-~n~ ~=-"~ a, wol~ log to t~ prolun~ own~ w~hia. 30 ~.~s of completion and .the property Fhck Mystrom. Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 http://www,ci.anchorage.ak.us July 8, 1999 Mark Nystuen 3350 CHAPARRAL CIRCLE Anchorage, AK 995025516 Subject: CHRISTOPHER HEIGHTS #1 BLK 2 LT 2 Permit # SW980228 PID # 015-231-95 The subject permit, issued 7/10/98 by this office for a single family well and/or on-site wastewater system, has expired as of 7/10/99. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as-built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit and $120.00 for a well permit. If you have any questions, please call this office at 343-4744. Jam~Sincerely' Program Manager On-site Services enc: Copy of Permit MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99549-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Jul 10, 1998 Expiration Date: Jul 10, 1999 Permit Number: SW980228 Legal Description: CHRISTOPHER HEIGHTS #1 BLK 2 LT Design Engineer: Anderson Construction & Engineering Owner Name: MARK NYSTUEN Owner Address: 3350 CHAPARRAL CIRCLE ANCHORAGE , AK 99502- Parcel ID: 015-231-95 Total Bedrooms: 4 Site Address: Lot Size: 90923 SQ. FT. Permit Bedrooms: 4 This permit is for the construction of: ~ Disposal Field [] SepticTank [] Holding Tank [] Privy [] Private Well [] Water Storage ~JI construction must be in accordance with: 2. The attached approved design. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska 3. Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling 4. (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: ~ Date: Date: 7'" ~ --/~;;;~ June 30, 1998 Michael Anderson, P. E. 14250 Golden View Drive Anchorage, AK 99516 (907) 345-3377 home (907) 345-1391 fax Department of Health and Human Services P. O. Box 6650 Anchorage, AK 99519-6650 (907) 343-4744 Office (907) 343-4786 Fax Re: Lot 2 B 2 Christopher Heights, Add. No. I To Whom it may concern: This a request for an on-site septic and well permit. Two test pits were excavated in the spring of 1997 for the purchasing of the lot. The test holes both perced at 20 minutes per inch. The soils consisted of a loose sitly gravel (GM) to a depth of 13 feet. Ground water was encountered during the excavation at 10 feet and stabalized at the same after the 7 day monitoring. The septic design consists of a single trench 5 feet wide and 75 feet long. The maximum depth from grade will be 5 feet to avoid the water table. Additional fill will be used to mound over the system. I checked the water elevation several times over the past year and found it to be greater than 10 feet as originally discovered. There are no slopes greater than 25 percent from the test holes, all the grades are between 5 and 6 percent near the septic area. There is surface water on the property to the north but not within the 100 feet set back as the plot plan indicates for the proposed on-site septic system. The existing systems on the surrounding lots appear to be performing adequately and the new on-site septic system and well will not impact these surrounding lots. The topography of the lot is sloping to the north and west where the house will be constructed. Please feel free to call me at any time to discuss this system at 345-3377. Michael N. Anderson, P.E. LOT 1 I BLOCK LOT 2 STORY ~ j J HOUSE . / - - ~_/ ~ ALATNA AVE / DESIGN CRITERIA: --.. ' ~'-~-~- fORADE 4 BDRM = 600 GPD '~ SOILS = .6 GPD/SO. FT. ~ ......... -1' OR ~'o~t ~ /.~2" INSULATION OVER 600/.6 = 1,000 SQ. FT. REQ'D ×| ':_I~__~::~ ~ FILTER FABRIC 4;0' DEEP EFFECTIVE - 5.0' WIDE -~' X/I,--DRAIN ROCK 100' LONG -~s' --...--~'°' CHRISTOPHER HEIGHTS, ADDN. NO. 1 ff.~.:'49J..~'~ 'x \% "\ '~ LOT 2 ",.., \'-\. X. "'~ "'~"~"""" DOUBLE \ ~ SECONDARY \ ' ~ SYSTEM ~ \ \ \ \ \ \ SEPTIC DESIGN PREPARED FOR MARK NYSTUEN LOT 2, BLOCK 2 CHRISTOPHER HEIGHTS, ADDN. NO. 1 HOUSE \ / SYE ITORING TUB[ IARY rEM PREPARED BY MICHAEL N. ANDERSON, P.E. 14250 N. GOLDENVIEW DRIVE (907) 345-5,377 / FAX (907) 545-1591 SCALE: 1"=30' JUNE 30, 1998 PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST .*....'.4. 9,. "..,'/. I ~'. MICHAEL N. ANDERSON '~,~(:;... _...'~? J DATE PERFORMED: ~EGA' DESCmPT~O.; & 'Z (5 ~' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 19 20 c~,~ ~J~ ~, _ Township, Range, Section: ~"'~ ¢ ~ ~L~ ~ ,~,~*~ '~ SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Oepl# lo Water Alter t MWlor'ng? /O Dam: Gross Net Depm to Net Reading Date Time Time Water Drop 5',~ 5P' ~ ~:~ ~,1,, PERCOLATION RATE TEST RUN BETWEEN (m~nules/mcn) PERC HOLE DIAMETER FT AND ~ FT PERFORMED BY: 1 ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. 72-008 (Rev. 4185) CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST · ~,~ MICHAEL N. AND[RSON :,~ ~1 ~.~;> ', CE- 9469 .~ J ~ *. · me ~ / I~ upA, ....... .,~ ~ DATE PERFORMED: r~~ T LEGAL DESCRIPTION: 5 ~' a ~' ~ k ~'[~;~e~v{)~-r- Townsl~ip, Range. Section: /-J.-¢~'~k"J"~ ~['~ ~L./ SLOPE 9 SITE PLAN II llll' l/I 10 11 12 13 14 15 16 17 18 19 2O .3OMMENTS PERFORMED BY: WAS GROUND WATER ~'~. ENCOUNTERED? ~ IF YES. AT WHAT DEPTH? Oem Io wit~ Alter/o,' ~//~'~[ MoliilorinO? Dam Gross Net Depth to Net Reading Date Time Time CIl,~v~ Water Drop <~o y/to ~o 3,5' / ~ '~0 PERCOLATION RATE TEST RUN BETWEEN ~" ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. (m~nutes/,ncl~l PERC HOLE DIAMETER ~ FT AND ~ FT CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: ~l~ /dj (q~ 72-008 (Rev. 4/85)