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Home My WebLink AboutLODGEPOLE LT 1Lod poi Lot I #015-061-41 Municipality of Anchorage Page -.~--~ of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage. Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: ,~,1,~ ~ C[ O~'~ O PID Number: ~t "~': ~ok~ [~~ Wastewater System: ~New ~ Upgrade ~"": 7~oo (%~11~ ~ ~ ABSORPTION FIELD P.one: 5~--~ ( I"°'~eeroom,: mee0Trencn CShatlowTren=. ~Bed CMound tother LEGAL DESCRIPTION so,, "'""~, ~ ~,o~, WELL: ~ew ~ Upgrade ~.a.e, .,*m: ~O c,.,,,,,.~o.,.,,.,..*.~.c,:~,v.~ ,o,.,D.~,.:i~U ,, C.~*~o:/~ ,, '°"'7;°¢~0"'~ ,~,, "'"*'"*"":~O~ '""~1~,.' ~ ~";~7,'"" o ,.,,.w.,.,~_:. ~., ..,.,,.,~.~ ~,~.~ SEPARATION DISTANCE5 ~,~ ~ Holding ~ ~.T.E.P. From TIn~ F,e,* Stat,on TIn~ ~r ~,n. su,,:. ;~o ~ LI~ STATION Water Li.e ~O~ e~l ,iz. m gallOnS: Manufacturer: Cu.a~nDram M/~,~ ~ F P~l, E.~.,ca, ..~,ons Remarks: ~ ~ G BENCH MARK Depaflment of Health and Human Se~ices approval Reviewed and approved by ~. ~ Date: ~'/o'~ I Permit No..SW990560 2 2 Page of Municipality of Anchorage DEPARTMENT Or HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: LOT 1, LODGEPOLE SUBDIVISION PID No.: 015-061-41 lO0' WELt RADIUS "'... N 89'59'00' W 102.5' _% i I 10' UIILIIY EASEMEN1 , ..... ~ ~ ~ ~ ~SECON[ / HOUSE //I o ~ / / ~ ~ I ~ x / o / -- / / / m ~ //~ / m LOT 1 MARK A B GRND. P~PE ELEV. ELEV. C02 8.2 54.0 95.62 LI TCO1 9.7 54.7 99.32' TC02 16.9 56,6 98.96' C03 19.4 57.8 98.95 95.32 C04 19.4 57.8 98.95 95.32 DI~RTER 21.1 58.6 98.8S z / C05 12.8 62.1 98.7 95.2 C06 55.1 82 97.84 95.2 ~ N 89'59'00" W 102.5' C07 14.7 49 99.58 95.4 J / C08 55,7 73.9 97.9 95.42 ~ / MT1 50.7 78.3 97.54 ASBUILT / SCALE:t~ - kuT2 50.3 69.8 97.15 1"=~0' / ? r":'"' r'" ~ ~' "" ~ ." .... _ - ~- ~-:~--,~. ~ ,~ , MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM /WATER SUPPLY PERMIT Initial Date Issued: Sep 29, 1999 Expiration Date: Sep 28, 2000 Permit Number: SW990360 Legal Description: LODGEPOLE LT 1 Design Engineer: 0088 Anderson Construction & Eng'g Owner Name: John Hawkinsen Owner Address: 7700 Hillside Way Anchorage, AK 99516-3827 Parcel iD: 015-061-41 Site Address: 005801 OLYMPIA CIR Lot Size: 14350 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] SepticTank [] 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. Issued By: Date: ~/,,~¢2/'¢'~ Date: Michael N. Anderson, P.E. 14250 Goldcnview Dr. Anchorage, Alaska 99516 Ph 345-3377 Fax 345-1391 Date September 20, 1999 Municipality of Anchorage Department of Health and Human Services On-site Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Subject: Lodgepole Subd. Lot 1 To Whom it may concern: This a request for a new four bedroom septic system and well permit on the above lot. One test hole was excavated on the north end of the lot. The soils were light gray silty sandy gravel with no water observed during excavation. The peru rate was 12 minute per inch which translates into a trench length of 58 feet with 6.5 feet affective depth. The adjoining lot to the east was also tested and had water at 12.5 feet therefore 8 feet will be used as the bottom of the system on both lots due to test hole on tot 2. The test hole on lot 1 is higher then the test hole on lot 2 by approximately 3 to 4 feet this might explain the deeper test hole having water in the gravel layer. The soils were the same on both lots except the bottom 4 feet of the test hole on lot 2 had clean gravel. This gravel layer plus the neighbors existing septic system being only 50 feet away might be some of the cause for the water in the test hole on lot 2. This new system will not prevent future wastewater and well development on the adjoining lots as the plan shows. The owner has requested that both the primary and secondary systems be constructed at the same time for extended life of the system. The existing systems on the surrounding lots appear to be performing adequately. Please feel free to call with any questions concerning this system at 345-3377. Michael N. Anderson, P.E. iDESIGN CRITERIA: I ...... . '~ SOILS = Q.8 GPD/S~, ~/' ~600/0,8 ~ 750 SQ.~/REQ'D X'% ~TRENCH: /I i8.0' DEEPI / . ~ :65' EFFEGTIVE ~ I ~ ~ WIDE / ~ LONG / , ADJAC NT / : WELL RADIUS ~ ~ ~ , ~ ...... ~ ............ ~ ~ < /10' UTILI~ ~E~ I / ~ I /-' ~ · %.-' /: ~. -: ~i / HOUSE /// { / , ~ x, II t / / ~ ' PROPOSED ,'/ I I i / ' I HOUSE , ~, ~- --. " '' "~ ~I ' ', I ' / ' xx / / -OLYMPIA I ', f ~- ) , , , "-.j i "L?' · ...,' b.... . ..?...._ ...-- j ,' ~ROPOSED 1 O' WELL R~DIUS ~ ~ PROPOSED 100 WELL RADIUS ADJACENT WELL RADIUS J ~, J SEPTIO DESIGN PREPARED FOR LODOEPOLE SUBDIVISION PREPARED BY ~]~~~ .................. M~CHA~ N. AN~SON, P.E. 1~250 N. GOLDENVIEW DRIVE (907) ~-~77 / ~AX (907) ~-~9~ SCALE: ~"=~0' SEPT~M~E~ ~, ~999 '~f~S~L~ LSM -17' ~~MOUND OVER --DR^IN ROCK -' WELq RADIUS PROPOSED ~.~f~__LH_#LCO ~r C~ PROPOSED HOUSE LOT 1 / I -OLYMPIA SEPTIC' DESIGN PREPARED FOR JOHN HAWKINSON LOT 1 LODGEPOLE SUBDIVISION LOT 2 PREPARED BY MICHAEL N. ANDERSON, P.E. 14250 N. GOLDENVIEW DRIVE (907) 345-3577 / FAX (907) 345-1391 CIRCLE- SCALE: 1"=30' SEPTEMBER 1, 1999 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street. Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST DATE PERFORMED; WAS GROUND WATER ENCOUNTERED? Township, Range, Section: SLOPE SITE PLAN 11 12 13 14 15 16 18 19 2O COMMENTS IF YES, AT WHAT DEPTH? Oeplh to Water After/. Monitor,no? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE / ~ [m,nutes~mct~) PERC HOLE DIAMETER TEST RUN BETWEEN '~ FT AND 4~ FT ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. 72-008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN Rick I~, strom Mayor Municipality of Anchor. age. Department of He lt,.h. and Human Serwces 825'L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 htr p:fiwww.ci.a nchorag e.a k. us Permit Number~ #_SW99D3F~ l)ateafl~.qae.: $-29-99 Parcel !den*mo-tlon Nomb~ 015-06~-41 Date Sm~: 4-~-00 Date Completed: 4-27-00 Is well located at approved permit location? ~ Y~ ~ No L~ D~criptio~ ~ L~q~e Lot ~ Proper~ O~er Name & Addr~s: John Hawkinsen ZTO0 H~e Way Borehole Data: Depth (ft) Sell Type, Thickness & Water Strata From To stick-up 0 2 silty gra vel 2 18 gravelly silt 18 96 silt 96 113 gravelly silt 113 t23 silty Water sand & gravel 123 143 water sand &gravel ~ 43 t46 RECEIVED JUN 2 7 2000 Mumc;pahty mt Anchorage Oept, Health & Human Services Method of Drilling [] air rotary [] cable tool Casing type: steel Wall Thickness: .025 inches Diameter: _6 inches Depth: 146 feet Liner Type: Diameter:__ inches Depth: __ Casing Stickup above ground: 2 feet feet Static water level (from ground level): 64 feet Pumping level: 146 feet after 2 hours pumping _6 gpm Recovery Rate: _B gpm Method of Testing: airlift Weil Intake'OpeningType: [] Open End []'Open Hole [] Screened Start feet Stopped [] Perforations Start- feet Stopped__ feet feet Grout Type: bentonite # 8 Volume: 1 bgs Depth: Start 0 feet Stopped = feet Pump: Intake Depth __ feet Pump size __ hp Brand Name -WePt Disinfected Upon Completion? [] Yes [] No Methodof Disinfectiom -clerino tablets Comments: Well Driller: Alpine Drilling & Enterprises PO Box 170496 . AnChoragej AK 9051 ? Attention: The welt~iller s~hail provide a well log to the property owner within 30 days of completion and the property Mtmicipality of Anchorage ' George P. Wuerch, Mayor Bttildlng Safety Division P.O. Ik~x 19('~'m') · 4700 S. Bragaw Strcct Anchorage, Alaska 99519-CF~'-~0 · (907) 343-8801 http://www.cl.mmhoragc.ak.us Public ~rorks Anderson Construction & Eng'g ATTN: Michael N. Anderson 14250 Goldenview Drive Anchorage, AK 99516- August 10, 2001 Subject: Waiver Request forLODGEPOLE LT 1 Waiver # WR010067 Lot Line Request for Parcel ID 015-061-41 Dear Engineer: Your request for a waiver of thc required 10 feet horizontal separation ofthe on-site wastewater disposal system to the lot line has been approved. The approved separation distance is 5 feet. This waiver approval applies to the current on-site wastewater disposal system and lot line separation only. Any future upgrade to the on-site wastewater disposal system and lot line will require all separation distances to be met or another waiver approval from this department. Ifthere are any further concerns or questions regarding this waiver, please call our office at 343-4744. Engineering Technician III On-Site Water Quality Program Michael N. Anderson, P.E. Civil/Structural Engineering 4640 Shoshoni Avenue Anchorage, Alaska 99516 Phone 345-3377 Fax 345-1391 August 10, 2001 Department of'Health and Human Services P.O. Box 6650 Anchorage, Alaska 99519-6650 Re: Lodgepole S/D Lot I To Whom it may concern: This is a request for a waiver to the property line. The new system is 5 feet from the property line which will require a waiver. This waiver will not affect the future development ofthe neighboring properties due to the locations of the existing wells and septic systems. The general drainage is to the north. Ifyou have any question please call me at 345-3377 Sincerely Michael N. Anderson, P.E. M-nicipality of Anchorage Development Services Department Building Safely Division On-Site Walet and Wastewa~' Program 4700 Bragaw Street P.O. Box 19~50 Anchorage, AK 99519-~6~0 v,'~,w.ci.anchorage jk.u s (907) 343-7904 Waiver Review Worksheet WRY: WR010067 PID~; 016-061-41 Date Received: 8110/01 ,H~#: HA010422 Permiffk Legal Description: Engineer. Michael N. Andemon. Andemon Construction & Enalneetinn Applicant: John Hawklnsg0 Waiver Requested: $ feet from wastewater evstem to lot Iir19 Cnteda: Geology Points: A. Water Ta~)le B. Soil sorption , C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Waiver ts Granted: Waiver is not Granted: List Conditions or Reasons for above: Date: By: Name of Reviewer ~~~~~~~~~~~~~~~~~i~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~i~~~~~~I Rec~: 8525 Amount: $116.00 Date Paid: 8/10/2001 M-nicipality of Anchorage Development Services Department Building Safety Division - Or>Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 wv~v.ci.anchoraga.ak.us (907) 343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: ~ [ '' ' Parcel ID: A. WELL DATA -., . · we,, ~,~ '¢r~L~'. ,.-~.". "-' ¢ ~-=.:".::,~ ~',,,~,,.., ~ .. Wail, Log (Y/.) y Totaldepth,~(~ f. Casedtol~ ff., : Casin~ height (above ground) "~(f In. ' FROM WELL LOG :' ' AT INSPECTION Date of Static water level Tank size ~ ~. g;} gal. Foundation deanout (Y/N) Data of pu,;~pin.*, ,~ ~ ~. O g.p.m. Well production WATER SA~PL~ RESULTS: B. SEFTIC/NOLDING TANK DATA Tank Type/Material ~ ~,-,-~ ( Number of Comparlments ~ Depression over tank (Y/N) ,/%/ Pumper / C. ABSORPTION FIELD DATA, g.p.m. Other bact~ri~ ~ ~:doni~HO0 mi. Data installed __~_~_~O 0 Cleanouts (Y/N) Y' High water alarm (y/N} ~ Length (~l"~ferft. , Width ~,.,..~.~.0 ft. Gmvel belT pipe Ge 5'"' ff. Total depth ¢8~,0 ft. _F.~. absorption area ~._ft2 Monitoring tube y DepieSsion over field ~ Date of adequacy lest ~ Results (Pass/Fail) ~ ' ' For g~ bedrooms Fluid depth in absorption field before test //' in. Water added' ,,,,"~gal. New depth ~/in. Elapsed Time: fmin. Final fluid depth /~in. Absorption rate >= ~ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date- · ' D. UFT STATION Date installed. Size in gallons "Pump on" level at~.__~._.~33~-~--~ · ~ , Cycles tested Meets alarm & cimult requirements? Absorption field on lot Public sewer main ~ Public sewer manhole/cleanout seWer/septic sewice line ! 0 d ~ '~' Holding tank ~t .~ SEPARATION DISTANCE~ FROM SEPTI~ TANK ,ON LOT TO: Building foundation /O I ~.. property line T.~ I/.. Absorption field Water main t4 ~,~ Water sendce line /~d Lt~'- Surface water Wells on adjacent lots 100 I ~ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO; ' Building foundation / ,~. I ~ Water main ~1~ E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Sepfic t~nkaLtt.statie~a on lot /e~ I.~ tn. Property line .~ Water Service lin~ .' Oo t~. Curtain drain, Ff//~ On adjacent lots On adjacent lots Surface water ' lee I/,. Driveway, parking/vehicle.storage Wells od adjacent lots ~'0~1 '~ F. COMMENTS G. ENGINEER's CERTIFICATION ' :' I certify that I have detemtlned through ~eid inspections and review of Municipal records that the above systems am in conformance with MOA HA4 guidelines in effect on this date. Engineer's Printed Name if /ee, ,' HAA Fee $ Date of Payment Receipt Number (Rev. 12/00) Waiver Fee $ Date of Payment Receipt Number ~LC-36-31 C6:21 ~OtNCT~E EflVI~N?AC SRV 9GT§E15~01 T-:SC P 0:/C2 F-T46 CT&E Environmental Services Inc. Laboratory Division 230 W. Potter Drive Anchorage, AK 99518 Te[: (937) 552-2343 Fax: (907) 5~1-5301 CT&E Ret #' Client Name~ Project Name: Ct;ant Sample ID: Matrix' PW~ID 1014965001 Client PO#: n/a Michaet N. AnderSorl PE P~ted Da'.cTT~ne: 08/08/01 00 00 Ilia Collect e,'* Date/Tittle:08/01/0t 13:35 Lod;lepole S/E) Lot 1 Receivecl Da:e/Time: 08/01/01 14:50 Drinxi,lg Water Te=hnical Dimctcl: Stephel Ese Sampe Remar,~s: ^Aowable Prep Analysis Resulls PQL Units k~e:hod Limits Date Dst,. ~nit Total Colifornl (MF) Ndrate col/100 mi $M92220 08/01~01 KAP 0.5 mO~L EPA 300 10.0 05,'01?01 SCL