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Home My WebLink AboutT12N R3W SEC 22 LT 46TlaN, R3W Section Lot 46 #015-142-33 Rick Mystrom. Mayor Mtmicipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 http://www.cLanchorage.ak.us August 11, 2000 James Anderson 802 e. 36th Ave. Anchorage, AK 99503 Subject: T12N, R3W, Section 22, Lot 46 Permit # SW990319 PID # 015-142-33 The subject permit #SW990319 issued by this office for a single family well and/or on- site wastewater system, is due to expire 365 days after it's issuance on September 7, 1999. If this is a well permit and you have dr/lled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If this is an on-site wastewater system and a licensed Professional Engineer has inspected the installation, 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. However a new permit can be issued free of charge for a second year if the application for the renewal is received on or before the date of expiration of the original permit for which a fee was paid. When applying for a new permit after the original permit has expired or for more than a second year, 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. Program Manager On-site Services enc: Copy of Permit Permit application Department of Health and Human Services 825 "L" Street Rick Mystrorn, P.O. Box 196650 Anchorage, Alaska 99519-6650 Mayor Permit Number 5'/'° /07o ~'/¢ Date Of Issue. ~ - 7- ~2 Parcel Identification Number ¢ l~'--/¢z_ ~'~' Date Started /O-.~o-~'c/ Date Completed // -~'-~ Is well located at approved permit location? ~('Yes ~ No Legal Description Block Lot Property Owner Name & Address: Borehole Data: Depth Method Of Drilling: ~ air rotary [] cable tool Soil Type & Thickness & Water Strata From To / Casing Type: .~'/~,~ z~ WalIThickness,~'oinches C ~.~[,4,~ ~ ,' ~ b~ ~ ~ Diameter ~ inches, depth/~feet ~ , LinerType:. Diameter inches, depth r feet 4 '2z c n st o upA ove ou : ,' ~ Static Water Level (from ground level): r/¢~ · ~O feet ~,']/ ~ 22 ~,0 Pumping Level: /;~ feetaffer ~ hfs. Pumping ~o gpm Recove~Rate: ~o.,, gpm ~,~)~ Method Of Testing: , Well Intake Opening Type: ~ Open End ~ Open Hole . ~'¢']4 ~ 4 ~t'~Ue~ 2'/ /O~, B Screened; Stad feet Stopped feet B Perorations 8ta~ feet Stopped feet ~/~¢ C[&~ 4 ¢],~¢¢~ /fiD' ]%2' ~De*th; ffom~feet, to ~,ro feet / ¢ Pump IntakeDe~th. /~ ' feet ~M¢Y' ~ ¢¢r?~;~'fy 10¢~ /5-2 /5~5 PumpSize ~ 7'~ hp BrandName , Well Disinfected Upon Completion? ~ Yes No . /¢~ , comments: Mailin9 Address /(~/ ~ ~, ~ Ci~ ~'' S~te ~, ~ip Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property owner or. the well ddller shall provide a well log to the Dept. of Health & Human Services within 60 days of completion. MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 995~9-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM /WATER SUPPLY PERMIT Initial Date Issued: Sep 07. 1999 Expiration Date: Sep 06, 2000 Permit Number: SW9903'19 Legal Description: T12N R3W SEC 22 LT 46 Design Engineer: 0041 AK Water & Wastewater Consulta Owner Name: James Anderson OwnerAddress: 802 E 36th Avenue Anchorage, AK 99503- Parcel iD: 015-142-33 Site Address: 011514 TOTEM RD Lot Size: 226125 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. 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. Date: Date: Alaska Water & Wastewater Consultants, Inc. 6901 Debarr Road, Suite 2B ~ Anchorage ~ Alaska 99504 (907) 337-6179 ~ Fax (907) 338-3246 Consulting Engineers August 31, 1999 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Reference: Proposed Well Location and Septic System for Township 12N, Range 3W, Section 22, Lot 46 To whom it may concern: The reference property is currently undeveloped. The owner wishes to build a 4 bedroom house with and on-site septic system and a private well. Two test holes were excavated on the property and the soils m'e summarized as follows: 1. SOILS: Test holes #1 (north) and #2 (south) were excavated on July 29, 1999 and no groundwater was encountered in either hole. Test hole #1 had approximately 1.5 to 2.0 feet of organics at the surface of the test hole followed by a SM material to a depth of 15.5' (bottom of test hole). One perk test was performed in test hole #1 at a depth of 5.75 to 6.25 feet. The soils perked at a rate of 3.1 min./inch. Test hole #2 was excavated to a depth of 14.5 feet and the soils below the organics were found to be a SM/IVlL material to the bottom of the test hole. Again, one perk test was run at a depth of 5.75 to 6.25 feet. The perk hole absorbed water at a rate of 2.0 min./inch. It is our opinion that a 0.8 application rate should be used due to the visual appearance of the soils. 2. TRENCH DESIGN: a. Percolation Rate: 2.0, 3.1 minutes/inch b. Allowable Application Rate: 0.8 gallons/day/ft2 (visual rating) c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 750 ft2 f. Total Depth: 8 feet g. Effective Depth: 6 feet h. Width: 2.0 feet i. Reduction Factor: N/A j. Length: 70feet k Effective absorption area = 840 ft2 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPHY-' The area where the proposed trench is to go gradually slopes from east to west at approximately 15% (see attached topography drawing). In short, there are no slope concerns. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact me at 337-6179, or 244-9612. Thank you for your assistance. Jef~p [''~Sincereh ~ ~ S Jamess, P.E., M.. Presiden NOTE: Attached is a site plan drawing, a design drawing, topography drawing, two soil logs and a 4 page construction specification letter which are all part of the design package for this septic system. ~ / LOT 43A ~ -- ~ T12N, R3W, SEC 22 ~ r~ PROPOSED SEPT1C SYSTEM t- _j ........ ...... K~ ~OA~ / ~ COMMUN~ WATER T 10 BLOCK ~~ WHISPERINC SPRUCE DRIVE 6001 DEBAR RO~, SUITE 2B. ~CHO~GE, ~. 99504 PHONE: (gO7) 337-6179/F~; (907) 358-3246 T12N, RSW, SEC. 22; LOT 46 PREPPED FOR: PhONe NUMBER: ~0~ ~ ~-79S3 Jl~ ANDERSON (907) " ~AT[:8/51/99 D~WN ~Y: I S~: PA~E: K.D,W./A,C,G. 1 = 100' 1 OF 2 CLEAN-OUTS PROPOSED 1250 GALLON SEPTIC TANK i ALTERNATE X / ~-INSTALL FOUNDATION ~ n TH~I C~O ~ C~-OUT ~PROPOSED q ~ '1' '~T / /P~A~ W~L .'~- ~ ~,.L': ~ II ir ~ '. ""--".¢.':-~' 70' LONG BY 8' DEEP BY 2' WIDE. ADD 6' OF CLX, WASHED S~ER D~NROCK. TRENCH SHALL BE INSTALLED PA~L~L TO SLOPE CONTOURS. 10' GAS LINE ~EMENT / K~ ROAD / ~AS~ WATER ~ WAS~WATER CONS~T~TS, ~C. LEGAL DESORIP~ON: T12N, RSW, SEC. 22, LOT 46 1 WPE OF WORK: DESIGN DRAWING OF NEW WELL AND SEPTIC SYSTEM JIM ANDERSON 229-2955 '... A.O.G. 1 = 50' 2 O[ 2 wxr , & coss r- rs, 6901 DE~ARR ROAD, SU~ 2B * ~CHO~GE, AK. 9950~ PHONE (90~7) * F~ (907) 338-3246 [SOIL LOG - PERCOLATION TESTI ~;..i4~r]:~.. __~ '.{~v~ (feet)S~2~ TEST HOLE ~1 ~_ ~ OR~ANIC ~ ~ SOIL C~SSIF~CATIONS ........ I ORG ~o~0%o ~ SW MH 5~o~%o ~ ~ SP CH ~%o%o SM OH ~% ~e~ SEE A~ACHED ~% o%~ SITE P~N 7 -- ~o ~%~ DEPTH TO DATE ~% o%~ GROUNDWATER 8~%.~ SM (SO~) DRY 7/29/99 i~o%o%o DRY 8/30/99 ,%o%~ CLOCK NET TIME WATER LEVEL NET DROP ~ ~ -- ~%2~ DATE READING TIHE (MINUTES) READING (INCHES) Poo%~ 7/30/99 PERC. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING 12-- ~[~%~ 6" ~% o%~ ~ 1 2:15 13-- ~%,~%~ 2 2:25 10 2 3/4" 3 1/4" ~% ~P°~ ~ 3 2:26 ~ 6" 14-- ~%~%~ 4 2:36 10 2 3/4" 3 1/4" ~%~%~ 5 2:36 15-- ~%o%~ 6 2:46 10 2 13/16" 3 3/16" 16 -- S.O.H. 7 2:47 8 2:57 10 2 5/4" 3 1/4" 17 -- ~ 9 2:58 ~ 10 3:08 10 2 11/16" 3 5/16" 18 -- 11 5:08 ~ 6" __ 12 3:18 10 2 5/4" 5 1/4" 19- PERCOLATION RATE 3.1 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES) 20--- TEST RUN BETWEEN 5.75 FT. AND 6.25 FT. COHHENTS: PERFORMED BY A~SKA WATER · WASTEWATER. I, JEFFR~ A. GARNESS, CERTI~ THAT THIS WAS PERFOrMeD IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON DATE: ~/J//~ DEPTH TO DATE GROUNDWATER DRY 7/29/99 DRY 8/50/99 DEPTH TO DATE GROUNDWATER DRY 7/29/99 DRY 8/50/99 ALASKA WATER & WASTEWATBR CONSULTANTS, INC. ~' ,-,~ LEGAL DESCRIPTION: T12N, R3W, SEC 22; LOT 46 " ' PERFORMED FOR: JIM ANDERSON DATE PERFORMED: 7/29/99 ~ [TEST HOLE ~2I ~EPTH r f}e~5~5~ OROANIC SOIL C~SSIFICATIONS ~'[~ GW ~ ORG 3 ~ ::":: : :~ ~ GH CL ~ SW HH "~'~ SP CH sc s TE DEPTH TO DAT~ GROUNDWATER s~/UL ~RY 7/29/99 DRY 8/50/99 10 11 ~ DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 12 7/50~9~ .... ~ERC. HOL_ E WAS PRESOAKED 4+ HOURS PRIOR TO TESTING 1 2:13 -- 6" 13 .............. ~ _~_ 2:25 10 7/16" 5 9/16" 5 2:24 ~ 6" 14 ............. 4 2:34 10 9/16" 5 7/16" 15 B'O'H' 5 2:54 ~ 6" ~" - 6 2:44 10 5/8" 5 5/8" 16 7 2:45 -- 8 2:55 10 5/4" 5 1/4" 17 9 2:55 -- 6" 10 3:05 10 13/16" 5 3/16" 18 11 5:06 -- 6" 12 5:16 10 7/8" 5 1/8" 19 PERCOLATION RATE 2.0 (MIN,/INCH) PERC, HOLE DIA. 6 (INCHES) 20 TEST RUN BETWEEN 5.75 FT. AND 6.25 FT. COMMENTS: PERFORMED BY,A~SKA WATER & WASTEWATER. I, JEFFR~ A. GARNESS, CERTI~ THAT THIS WAS PERFO~M~ IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON OATE