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Home My WebLink AboutMT MCKINLEY VIEW ESTATES BLK 2 LT 1Mt. Mc Kinley View states B'lock 2 Lot 1 020-101 -11 Muni6ipality of Anchorage ._D_ Development ServiCes D~partment -'~- --=-~,, Buildin~ Saiety Division On-Site Water & Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 Page 1 of On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW020282 PID Number: 020-101-11 Nome: CHRIS MUES w/ALCAN ELECTRIC WastewaterSystem: [] New [] Upgrade Address: 17805 MTN. SIDE VILLAGE DRIVE 99516 ABSORPTION FIELD Phone: No. of Bedrooms: (907) ,351-9675 4 n Deep Trench m Shallow Trench ri Bed riMound riO*her LEGAL DESCRIPTION ,o, Rating: Tat''d Depth from adglnul grade: ,3.0 oeo/sq, rt. SEE DWG ,Block: Lot: Subdivision: Depth ~o p;pe bottom from oryrml grade: Grovel depth beneath pipe: 2 1 MT. MCKINLEY VIEW SEE DWG Ft. 0.5 Township: Range: Section: F3I added above erfglnal grade: Grovel length: SEE DWG ~ 40 Grovel width: Number of IInee: WELL: [] New [] Upgrade 5 ~ 1 Ck~ificotion (Prlv~e, A,B,C): Total Depth: C~sed To: Torsi obeorpfJon area: Plpe moteflel: PRIVATE 167 n. *20 n. 200 so... D 5054/ F-810 Driller:. Dote Drilled: $fl3Uc Water Level: In~b311er: Da~ In~llod: ALPINE DRILLING ENT. 8/9/2002 63 ~ OWNER 8/15-21/2003 Yield: I Pump Set At: Ic~,i,~ Height Above around: 5.0 oPaI UNKNOWN FL, 24+ ,.., TANK SEPARATION DISTANCES ri SepticI-I Holding ri S.T.E.P. *BOther T~o Septic Absorption Uft Holding Public/Pdvote' Manufacturer:, C~pacity in gallonw: Tank Reid Station Tank s...r un.. ANCHORAGE TANK/ORENCO 1500 Material: Number of comp~rtmen~: We~I 100'+ 100'+ - - 25'+ FIBERGLASS 2 Su,a~e Water 100'+ 100'+ - - - LIFT STATION Lot Line 5'+ **7' _ ~.. in gallona: j Monufacturor. - - 1500~ANCHORAGE TANK/ORENCO SYSTEMS Foundation 5'+ 10'+ -- -- -- 'Pump on' level at: 'Pump off' level at: JHIgh water alarm et: TIMER TIMERI 46' Pump Make & Model: I E]ectdcol InepectJonl performed by: I Cu o nDrain : N(~NE KNOW~ ' ~20 OS, 05 HHFI M.O.A. Remarks: * T~IS IS AN 'ADVANTEX TREATMENT SYSTEM BENCH MARK LocoUon and Description: · * REQUEST 7' LOT LINE WAIVER TOP OF SONA TUBE SOUTH WEST CORNER I~.,,m~ ..,,.ua.: 1 04.89 ENGINEER'S SEAL/f~ Inspections performed by: Al<B/WIg, I~C. Dates: 1st 8/13/2003 0~":'"" "i'l'/"~'~'"'v/)- 2nd, 8/14/2005 {?_.~. ;~.~1../ 3rd 8/16/2003 4th 8/19/2003 5th 8/21/2003 ': .... ~ '. ' y . one s.. %'/;. Development Services Department Approval u~ ?~ '..l. ' "','~-~ R~viewed and approved by: [~'~1, Date: ~-/'~/"-/ q~?"e '"i~ ....... '$~ ,,/o, - PERMff NUMBER: ~o~o~ AS- BUILT D RAWIN G I 020-101-1 I LOT 1. BLOCK 1 I MT. MCKINLEY V1EW ESTATES I ~R~ ~ ~ DBL1 26.35 13.10 ~ / %~ ~ s~ --~ ' DB~ i27.98 15.97~ ' , ~ . ~x_~ ~ ~ ~ ~ ST1 30.99 1994 ~ / x - ~x x DBL3 3900 3143 I '~';d~~' X XX X ITHAN 35 TO 25% ORI DBL4 142.35 29.68 . ' ~~ X X xX XI~R~TERSLOP~ I C01 61.0825.19 ~ ~ ~'~ X co~ ~.~ ~.oo ~ ~ D~ ~c~': ...... iY/ ....... ~OZ.:/'-. IF :-~." u gev.. ......... ALASKA WATER & WASTEWATER M.E.W ' CONSULTANTS, INC.- - : SCALE: 3701 E, TUDOR ROAD. SUITE 101 ' ANCHORAGE, AK qqS07 ' PHONE (907)331-617~ · FAX (007)538-32'&6 1 ~ '"" SOt PREPARED FOR: PHONE NUMBER: PAGE NUMBER: CHRIS MUES (907) 351-9675 2 OF 3 LEGAL DESCRIPTION: MT. MCKINLEY VIEW; LOT 1, BLOCK 2 TYPE OF WORK: AS-BUILT OF NEW SEPTIC SYSTEM A B DBL1 26..35 1.3.10 DBL2 27.98 15.97 ST1 .30.99 19.94 POD 33.55 2.3.54 MH .37.5.3 28.90 DBL3 .39.00 .31.4.3 DBL4 42..35 29.68 C01 61.08 25.19 MT1 65.10 .30.22 C02 79.38 56.00 MT2 78.45 60.18 PERMIT NUMBER: ~wo~.o:,,~ AS- BUILT D RAWIN G 020-101-11 ~oP o? ~ow, nsx Poo --~oP o~'U~NHOLE - - '~12.6~ (^vo.)-.-X / ,,2.56 (,,,vo.) ,12.45 (A~.)~ /~FINAL GRADE - THtl ~ '~ / / . TOP,= or SAND F1LI'ER ·Il_ ~ Bo'FroM OF' SYSTEM I 5' WIDE'~-"--- ELEVATION ,- 98.03-97.37 --~'~'~RELATIVE ELEVATION OF TEST HOLE == 94.50' (NO H20) . CHRIS MUES (907) .351-9675 3 OF 3 ef'}' MT. McKINLEY ESTATES SUBDIVISION; LOT 1, BLOCK 2 · ,.. PROFILE AS-BUILT DRAWING OF NEW SEPTIC SYSTEM Municipality of Anchorage Department of Health and Human Services 825 'L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 Rick Mystrom http:l/www, ci.a nchorage.ak.us Mayor Permit Number: #SW 020282 Date of Issue: 8-9-02 Parcel identification NUmber: 020-101-11 Date Started: 9-24-02 Date Completed: 9-25-02 Is well located at approved permit location? [] Yes [] No Legal Description: Mt. Mckinley View Estates Property Owner Name & Address: Chris Mues 17803 Mtn. Village Dr. Anchora~le, Alaska }9516 Borehole Data: S0il Type, Thickness & Water Strata stick-up silt ............. gravelly silt Bedrock 'Depth (ft) From To 0 2 11 167 .Method of Drilling [] air rotary 1-'l cable tool Casing type: steel Wall Thickness: .250. inches Diameter: _~ inches Depth: 2._~.0 feet Liner Type: ~ Diameter: ,~ inches Depth: ~ Casing stickup above ground: _2 feet feet Static water level (from ground level): 63 feet Pumping level: 167.feet after _2 hours pumping _3 gpm Recovery Rate: _3 gpm Method of Testing: a._Lr - · :'"~ Well Intake Opening Type: [] Open End [] Open Hole [] Screened Start ~ feet [] Perforations Start ~ feet Stopped .~ feet Stopped ~ feet Grout Type: bentonite # 8 Volume: I bgs Depth: Start O feet Stopped feet Pump: Intake Depth __ feet _ Pump.size hp Brand Name Well Disinfected Upon Completion? [~ Yes I-I No Method of Disinfection: chlorine tablets Comments: Well Driller: Alpine Drilling & Enterprises PO Box 110496 Anchorage Alaska 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property Municipality of Anchorage Mark Begich, Mayor Building Safety Dix sion P.O. Box 196650 · 4700 Bragaw Strcct ^nchoragc, Alaska 99519-6650 · (907) 3zt3-8301 · F,~x (907) 343-8200 .h ttp://~'~v.m un i.org B_ "2/9/2004 JeffGamess 3701 E. Tudor Rd, Suite 101 Anchorage, AK 99507 Subject: Waiver Request for Mt. Mckinley View Block 2 Lot 1 Waiver Request #WR040005 Parcel ID #020-101-11 Permit # SW030119 .Dear Jeff Gamess: Your request for a waiver of the required 10 feet horizontal separation 'from the absorption field to property line has been hpproved. The approved separation distance is 7.0 feet. This waiver approval applies to the existing absorption field to:property line separation only. Any futu~ ~upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ~ If there are any further concerns or questions regardihg this waiver, please call our office at 343-7904. Sincerely, · oe~Goodall Civil Engineer On-Site Water & Wastewater Program Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www. ci,anchorage, ak.us (907) 343-7904 Waiver Review Worksheet WR#: 040005. PID#: 020-101-11 HA#: Permitg: SW030119 Date Received: 219/04 Legal Description: Mt. Mckinley View Block 2 Lot i Engineer: Jeff Garness Alaska Water and Wastewater, Inc Applicant: Chris Mues Waiver Requested: 7' lot line waiver Criteria: Geology . A. Water Table B. Soil Sorption C. Permeability D. WaterTable Gradient E. Horizontal Separation Points: Total: mmmmmmmmmmmmmmmmmmmmymmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm Waiver is Granted: Waiver is not Granted: List Conditions or Reasons for above: Nan:ie of Reviewer m~= I B BmlB BmmBBBB BI~ IlmllBm BBB BmmB B j mB B~BB ~BB B~BB BBBB~ B~ B~B~B~ B BBB BB~ B~B ~B~B B B~ ~! Rec#: 23739 Amount: $150 Date Paid: 2~9~2004 MUNICIPALITY OF ANCHORAGE Developrne. nt Se~ices Department On-Site Water & Wastewater Prograrn 4700 South Bragaw Street P.O. Box 196650, Anchbrage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM ! WATER SUPPLY PERMIT Initial Date Issued: Aug 09, 2002 Expiration Date: Aug 09, 2003 Permit Number; SW020282 Legal Description: MT MCKINLEY VIEW ESTATES BLK 2 LT Design Engineer: 0041 AK Water & Wastewater Consultan' Owner Name: Chris Mues Owner Address: 17803 Mountain Village Dr. Anchorage, AK 99516- Parcel ID: 020-101-11 1 Site Address: Lot Size: 217800 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: r7] Disposal Field [] Septic Tank [] Holding Tank [] Privy Private Well r-~ 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 DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 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. Received By: ~_~_ ,~"'~'~'~'~'~-'/'~- _ Date: 0~"'--/"2' ""0~'~" Municipality, of Anchorage Development-seWi~es Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 020-101-11 Permit Number Property owner(s) Mailing address (1) Mailing address (2) CHRIS MUE~; 17~03 MOUNTAIN VILLAGE DRIVE Day phone * ANCHORAGE, AK Zip Code cJ~516 Legal description (Lot, Block & Sub'd.) LOT 1. BLOCK 2: MT. McKINLEY VIEW Legal description (Section, Township & Range) ' N/A Lot Size ~ I '7: ~ THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool Acre~ Number of Bedrooms 4 ~] Well Only [~ [] Water Storage [~] D Jacuzzi D D Water Softening Unit D D I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. ALASKA WATER &: WASTEWATER CONSULTANTSr INC. Permit Fees: Date of Payment: Receipt Number: Waiver Fees:. Date of Payment: Receipt Number:. ALASIC/ WATER & WASTEWATER August 9, 2002 Municipality of Anchorage Development Service Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Reft Proposed Well and Septic System for Lot 1, Block 2; Mt. McKinley View Subdivision ADVANTEXTM TREATMENT SYSTEM To whom it may concern: 1. GENERAL: The proposed 4 bedroom home is to be served by a private well and septic system. Two test holes were excavated on the property. We are proposing that an Advantex treatment system and a 5-wide type drainfield be installed within the 30' radius of the test holes. 2. SOILS: See the attached log, which shows the soil classifications, groundwater monitoring, and the percolation test results. 3. DRAINFIELD APPLICATION RATE: The intent is to install an Advantex Treatment System that will allow the use of a small drainfield in the area around the 30 foot radius of the test hole. Given the percolation rate, the allowable soil application rate for Advantex effluent is 5.0 GPD/FT2. Regardless, we are going to conservatively assume an application rate of 3.0 GPD/FT2. 4. TRENCH DESIGN: a. Percolation Rate: <1, 6.0 minutes/inch b. Allowable Application Rate: 3.0 gallons/day/ft2 c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 200 f. Total Depth: 2 feet deep (max.), then add 2 feet (min.) of MOA approved sand g. Effective Depth: 0.5 feet h. Width: 5 feet i. Minimum Length: 40 feet long k. Effective absorption area: 200 fl2 6901 Debarr Road, Suite 2B ~ Anchorage, AK 99504 - Ph: (907)337-6179 - Fax: (907)338-3246 5. ORENCO PACKAGE SYSTEM: The STEP tank with the Advantex Treatment System will be manufactured by Anchorage Tank & Welding to meet the latest design criteria established by Orenco Systems, Inc. The point of contact at Anchorage Tank is Lowell McNutt. As with their standard STEP tank, it is equipped with a high water alarm per M.O.A requirements. 6. SURFACE WATER: There is no surface xvater within 100 feet of the proposed septic system upgrade. 7. TOPOGRAPHY: As can be seen on the topography site plan, the average topography in the area of the proposed septic system is approximately 35% slope running approximately north to south. We are requesting your department to allow the drainfield to be installed on a 35% slope. All slopes downhill of the proposed drainfield xvill be graded to 25% or less for 35 feet. Given the percolation rate there should be minimal lateral migration of the advantex effluent. The downhill slope is heavily vegetated, which should help minimize the potential for effluent to daylight. 8. CLOSING: I am open to any suggestions from your department that would be an improvement to the proposed system. I am unaware of any negative impacts that this installation would impose on adjacent wells, or septic systems. If you have any questions, please call us at 337-6179. Jeffr~[iY 4~4 E., M.S. NOTE: Attached is a site plan drawing, a design drmving, an Advantex detail, a trench detail, a soil log, a topography site plan, and a 7page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B ~ Anchorage, AK 99504 ~ Ph: (907)337-6179 ~ Fax: (907)338-3246 i ~ ~ . '~'VLEy ~/~,,. ~ ~ FPROPOSED ADV~ ~ / ~ / TR~TUE~ ~M ~ / i ~ ~IN~ FOUNDA~ON IN~ DOUB~ ~ / CL~O~ mm~m~em~ ,,,~.. N /~' , N X ~ PROPO~D DR~NnEm. EXCAVAm A TRENCH ~ / ~'. ~ ~ T~T IS 2.0 FE~ DEEP M~IMUM BY 5 ~ ~ / ~ ~ ~ WIDE ~ 40 FE~ LONO. ~D 2.0 MINIMUM ~ ~ OF MOA ~PRO~D ~D RL~R ~D 0.5 FE~ ~ DOWN HI~ OF ~E PROPOSED D~N~E~ OF C~. W~HED S~ER, D~NROCK. INST~ ~ S~ BE G~ED TO NO GR~R T~ A ~ENCH PA~L TO SLOPE CO.OURS. . ~0~ D~CRIPTION: VO~y".' I m~--79~..Y ~E OF WORK:-q~ e~pr ~o~O PROPOSED SEPTIC AND WELL LOCATION ! I MT. McKINLEY VIEW EST, MT, McKINLEY VIEW ES'T, i LOT 1, BLOCK 1 i~l LOT 2, BLOCK 1 R h~l'E SITE " ..4 x //,,' · "TD~ ~ TH~I '~-._ -~ ~ x---PROPOSED WELL I I I~ I x, '~,\ \ ~, '" PROPOSED 4 I I I ~ , I I __C_C Q B B LE .~_.._OLq.F=-~ LL / -- I I MT, McKINLEY VIEW EST, ROAD .~ ./ / I I LOT t I I I I I I I I I I I I I I I I I I I i L. DRAWN BY: ~'~ " ...... ~ k~' ~, CONSULTANTS, INC, .... SCALE: PREPARED FOR PHONE NUMBER: PAOE NUMBER: .~. CHRIS UUESS (.07) S5~-~STS '~ OF' 4 ~.~ "~ I. w.E or WORK: PROPOSED SEPTIC AND WELL LOCATION ' '~'cI~INL~v,,.~_ '- ~ ' / ~ / ~ ~ ~ ~ ~ 4D ~ LONG. ~D 2.0 MINIMUM ~ ~ ~ O~ MOA ~PRO~D ~D RL~R ~D 0.5 E~ ~ DOWN HI~ OF ~E PROPOS~ D~Nffi~ O~ C~, W~H~ S~, .D~NROCK. IN~ ~ s~ a~ ~ To NO ~R~ ~ A ~C~ P~L TO S~P~ CO~OU~S. ~ 35~ SLOP~. 35 ~ DOWN H~ ~OM ~" i~:~ ~.-." -~o D~WN ~: . .__ ~.~.~. ~ '..~ AIAS~ ~TER & ~STE~TER ~ z ~ 6g01 DEBARR RO~D. SUITE ZB * ANCHORAGE. AK ggso~ ' PHONE (g07)357-617g ' g~ (907)538-3~6 CHRIS MUESS 551-9675 2 OF 4 ~T..~K~N~E~ WEW ESTATES SU~D~WS~ON, ~OT ~, ~LOCK ~'U~{~,." '". ....... '";~ ~E OF WORK: ~[Pr'o ..s[o~ff PROPOSED SEPTIC AND WELL LOCATION '~%~~ AdvanTex' Treatment System ": · ; ..-,~ NOTE: Jl~ CROSS. NOTE: THE BOARD INSULATION TO BE · .~ P.E. HAS THE INSTALL~'n OVeR THE SEPTIC TANK & ~ ".'~ ADVANTEX MANUAL BEYOND ON ALL SIDES EXCEPT UNDER AX20 - Mode~ a - .,'~ ~ ~v~ ~,~. ~,~ ~,, ' O~encoSy~mse FOR HEAT TO ESCAPE FROM TANK &: INLET ~ 1 ;30 INCH 6' dill CAP-i~ ~ADVANT~ INSULATED FINAL tRADE-.-% ~rt'P.2)~ , Ax20 POD R'$7 GLU~ TO TANK .--~ I ~tllllllllllllllllllllll: ~ ~: I I I III II ~~ L! '~ ~ III )llll SEWE~ ====~X2 ....... '~' ---~'".-?°" ;'~, INLET ~ I /--O~ENCO · 4 / B~OTUE)[ over l~[S CO~N~mON / ~ ....... iiii ' I~t~llll ~ ~-ORENCO ~o..o~ / ~ 4 BEDEOOM ~L_I . laa~l~ ~/ £m.U[N~ UF'~"TA~ON DA'T~ DRAWN BY: · -. ........................... Z.T.G. ALA_SI(A WATER & WASTEWATER ,~.. . ........ ,.= 6c~01 DEB~RR ROID. SUITE 2B · ANCHORIG/. AK 0950~, ' PHONE (907)537-6170 ' FAX PREPARED FOR: PHONE NUMBER: PAGE NUMBER: CH,,S UUESS (~07) ~5~-~7S ~ OF 4 ~0~"". I/~'--~ ..'"'~ LEGAL DESCRIPTION: UT. U~K~ULE¥ WEW EST^TES SU~D~WS~O,; LOT 1 ~LOCK 2 ~m."~..~..... _ ....":o~ ~ ~[ ~eeC Pr " ..... o~ o\ TYPE OF' WORK: '~' of ese ~.~ DETAIL DRAWING OF ADVANTEX TREATMENT TANK r--ROM ~VAN'r~x S'~ I I I '" I I '-' TUBE: 40 FEET LONG · L~ co FINAL GRADE~ ~--~INSULATION ~ / / ~ ~ INSTALL BRACING AND CHRIS MUESS (907) ;551-9675 4 OF 4 :LEGAL DESCRIPTION: .Al A, SICA, & WASTEWATER ..... CONSULTANTS, INC. -- ............ : .... I$OIL LOG - P£RCOLATION IESTI LEGAL DESCRIPTION: LOT 1, BLOCK 2; Mr. McKINLEY VIEW ESTATES SUBDMSION Je, A trness.: PERFORMED FOR: CHRIS MUES DATE: 6/19/2002 ~h,~,?r o f e a s~O~°'~':~ I~FeeP~[ ORGANICSITESTHOLE#1I SOIL CLASSIFICATIONS · , ~ GW ::-~ ORG ~ GP ~ ML I~ GM · 'CL SM ]~ GC I OL SW ~ SP CH SM OH SC DEPTH TO DATE GM/ML GROUNDWATER BEDROCK DRY '6/19/2002 DRY 6/26/2002, I: [SITE PLANI 10 I 1'=1°°' I 11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 12 ~ 6/22/2002 1 - _ 6- - 2 - 4 O" 6' 1,3 3 - - 6' - 4 - 4 O' 6' 14 5 - - 6" - 15 6 - 4 O' 6' 16 17-- 18- PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19- TEST RUN BETWEEN 2.0 FT. AND 3.0 FT. 20-- A FOUR HOUR PRESOAK WAS PERFORMED: [] YES [] NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ZACHARIAH GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W,JLS I~ERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ~,.~ DEPTH TO DATE GROUNDWATER DRY 6/19/2002 DRY 6/26/2002 ALASKA "~ATER & WASTEWATER ,~ ~. ~ ~ ,~. ~,~ ~,~,-,,,~ · ~ ~,~ · ~ ~..~,..~ --- ..~ ~- ...... ~.. a~. LEG~ DESORIP~ON: LOT 1, BLOOK 2; ~. MgKIN~ ~ E~A~ SUBD~SION PERFORMED FOR: CHRIS MU~ DATE: 6/19/2002 7953 ....' DEP~ I (feet) ORGANICS ITEST HOLE SOIL C~SSIFICATIONS :-~ 6w ~ OR6 · :~: ~"~ GP HL GM CL SM GC OL ~. ~, SW I MH · ·., SP CH 1 SM OH I SC 61~. G~ TO HL DEPTH TO 7-- BEDROCK GROUNDWATER DATE 8-- DRY 6/19/2002 DRY 6/26/2002 I ~":~oo' I 10~ 11 DATE READING CLOCK NET TIHE WATER LEVEL NET DROP ~ TIHE (HINUTES) READING (INCHES) 12 ~ 6/22/2002 1 4:38 - 6' - 2 4:4~ ~ o ~ 7/8" 2 1/~" 15~ 5 4:48 - 6" -- 4 5:5~ ~ 0 4 ~/4" ~ ~/4" 14~ 5 5:58 -- 6' - ~ s:os ~o 4 ~/z" ~ ~/~' 15~ 7 5:08 - 6- - 8 5:18 10 4 1/2" 1 1/2" 16~ 9 5:18 - 6- - 17~ 10 5:28 10 4 1/2" 1 1/2" 11 5:28 - 6- - 18~ 12 5:38 10 4 1/2' 1 1/2" PERCOLATION RATE 6.7 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19~ TEST RUN BETWEEN 2.0 FT. AND 5.0 FT. 20-- A FOUR HOUR PRESOAK WAS PERFORHED: ~ YES ~NO SOILS LOGGED BY: SU~N OSWALT PERCOLATION TEST PERFORHED BY: ~CH~IAH COHNENTS: PERFORMED BY A~C, INC. I, JE~ ~ GARNESS, CER~ T~T THIS W~ PeRFORMED IN ACCORDANCE WI~ ALL ~ATE AND MUNICIPAL GUIDELINES IN E~CT ON THIS DATE: ~ I~/~ DEPTH TO DATE GROUNDWATER DRY 6/19/2002 DRY 6/26/2002 August 5, 2002 Chris A Mues 17803 Mountainside Village Dr Anchorage, AK 99516 Municipality of Anchorage Dept of Public Works Building Safety RE: Owner installed septic system Gentlemen: This letter is to inform you as the owner of the property at Lotl Block 2 Mt Mckinley View Drive, I will be installing my own septic system. Equipment will be rental or on loan from Alcan Electric. I am General Manager of Alcan Electric and have constructed my own home before. None of this work is being performed as a business, only as an owner/installer. As a construction manager I have experience in following engineering, reading plans and providing quality control. Chris A Mues Sent By: AlasKa Water ancl Wastewater Con; 907 338 3246; Aug-5-02 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastcwatcr Program 4700 Bragaw Street P.O. Rox 196650 Anchomg,', AK 99519-6650 www. ci.anchorag¢.ak, us (90'/) 343-7904 11:59; Page 4/4 PROPERTY OWNER AGREEMENT FOR THE MAINTENANCE OF AN ON-SITE WASTEWATER DISPOSAL SYSTEM This agreement, dated , is made between the Municipality of Anchorage Development Services Department (DSD) and the property owner(s) of: This agreement is made for the purpose of maintaining an on-site wastewater disposal system on the subject property. The property owners agree to the following: Submit to the Municipality of Anchorage, on an annual basis, an inspection and operation statement from a registered professional engineer. This inspection and operation statement shall verify that the engineer has inspected all effluent and air pumps, timers, and alarms, and that any ~deficiencies have been repaired and that the system is functioning as designed. (Signature) (Printed Name) (Signature) (Printed Name) The Foregoing Instrument was acknowledged before me by ~ ~t.ltarl D},-~g25' on this b't'~ day of S'ig/ a{ure) (Notao'~s printed name) My Co~ission Expires_ / 7. ODS'-