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Home My WebLink AboutHILLSIDE NORTH #3 BLK 3 LT 1Hillsid No th Block 3 Lot I #041-03-183 Municipality of Anchorage Development Services Department ~ '~r'~' Building Safety Division On-Site Water and Wastewater Program. 4700 S. Bragaw St. P.O. Box 196650 Anchorage. AK 99519-6650 Page of v~v.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. _~t~' OID ~"J'~ PID Number. ,..,.~)11~.~_- ~ol~.Ot,.~ WastewaterSystem: J~New DUpgrade '~"":~7o ~ J~'N.~kl I~L_,/L3 ABSORPTION FIELD LEGAL DESCRIPTION /- ~" ~w~ ~ ~. Well: J~New [] Upgrade ;.~ SEPARATION DISTANCES l~septic [] Holding [] 8.T.E.P. ri Other. T."~To Septic Absorption Lift Holding ~blJeJPmal~ i~n~c~ Tank Field Station Tank Sewer Line '~ ~, ~. J~ iq,-. ~X~// LIFT STATION /\'-"-': . '-"-' / i~"~ ~ ,... ,:~ ~ .' Inspections performed by: ~ ~ Dates: 1~ o 2" 0 I ......... ~-'-- ,,, Development Se~ices Depa~ment Approval ~,' Reviewed and approved b / ~. Date: ~ ~-/~' N LDT I $CALE~ 1' = §0 FT. STAN, D~,D SEPTIC ~ FT L~ ~FT ~ 3~ L LOT 3 20:7 W ISTtt. AVENUE ~NCH. AK. 99501 (907) 2Zg-ag~6 LOT I BLOCK 8 HII, LqIDE NORI'tl ~8 51550N / DATE: O~L l~, 2001 SHEET: 2/$ / GRID: 2043 PERNIT # SVOIOI77 Piti # 041- OS - 182 HSNOSOIEBVG Standard Trench, 5' Vide 5~' Lon9 B' Beep 6.1' Soer rock Y Cover 1000 gal Septic tank NO SCALE Sil~ ~orHer z~?il 6.1£~ oF Septic ~ock Effective Honl~or /~ ~teanout B' Cover / 1000 gat. septic tank ~ SCALE TOBBEN SPURKLAND P,£. 803 W15*h Ave Anchorage Ak 99501 P79-9916 PERWtT [ SWOtOt77 LOT I BLOCK 3 HIr, r.~lDE NORTH SEC. ~ TI2N RgW SEPTIC SYSTEH SCHEHATIC ~ATE, OCC I~ 2001 SHEET, 3/3 GRID, 2043 HSNO$OI$.DWG P~RCEL 1fl/041-05-185 Municipality of Anchorage Department of Health and Human Services 825 'L' Street P.O, Box 196650 Anchorage, Alaska 99519-6650 Rick Mystrom http:/N, vnv.cl.a nchorage.a k.us Mayor Permit Number:. #SW 010177 Date of Issue: 6-07-01 Parcel Identification Number: 041.031-63 Date Started: 8-5-01 Date Completed: 8-7-01 Is well located at approved permit location? [] Yes ['-I No Hillside North #3 Blk 3 Lt I Di~ Sisson NHN Middle Rock Road Anchorage, Ak 99507 Depth (ft) From To 0 2 2 4 4 11 11 62 62 75 75 77 77 407 Legal Description: Property Owner Name & Address: Borehole Data: Soil Type, Thickness & Water Strata stick-up organic & silt silty gravel cobley silty gravel silt silly gra vel bedrock Method of Drilling [] air rotary [] cable tool Casing type: steel Wall Thickness: .025 inches Diameter: _6 inches Depth: -. feet Liner Type: Diameter: inches Depth: ~0 fcct Casing stickup above ground: _2 feet Static water level (from ground level): 103 fcct Pumping level: 407 feet after 24 hours pumping _/gpm Recovery Rate: _/gpm Method of Testing: airlift Well Intake Opening Type: [] Open End [] Open Hole [] Screened Start ~ feet Stopped []Perforations Start.~feet Stopped feet Grout Type: Bentonite # 8 Volume: 1 be Depth: Start _0 feet Stopped _+ feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? [] Yes [] No Method of Disinfection: CIorYno Toblets Comments: Wnll Drlllnr: Alpine Ddlling & Enterptfses P 0 Box 110496 Anchorage AK 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property ?EI~RR-FZRIIR· [flCo TERRA FIRMA INC. TNO; tOO ANC U~k I M OIITURE.DEN~ITY R~T"~$HIP 115.0 i~LO BrEV~ TO'tAL'~ 3/4" ~F' eDO" eeo I~ 11.3 MUNICIPALITY OF ANCHORAGE Development Senflces Department On-Site Water & Wastewater Program 4700 Soufh Bregaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Jun 07, 2001 Expiration Date: Jun 07, 2002 Permit Number: SW010177 Legal Description: HILLSIDE NORTH #3 BLK 3 LT 1 Design Engineer: 0007 Tobben Spurkland, PE Owner Name: DIRK SISSON Owner Address: NHN MIDDLE ROCK ROAD ANCHORAGE, AK 99507- Parcel ID: 041-031-83 Site Address: Lot Size: 84035 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 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. Ail 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: Issued By: Date: Il - / Date: Municipality of Anchorage Development Services Department Building SafebJ Division On-Site Water and 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. Permit Number Property owner(s) Mailing address (1) Mailing address (2) N'~V Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) Lot Size 84t 0~;5- Acres~) ¥q5'o 7 Zip Code c~q '~ O -.~ Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool [] Well Only [] Water Storage [] Jacuzzi ~[] Water Softening Unit 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 ~.~icipal Codes. (Signature of properly owner or authorized age,t) ' Permit Fees: Date of Payment: Receipt Number: (Rev. 12/00) t qyo $otlo Waiver Fees: Date of Payment: Receipt Number; T.SPURKLAND P.E. 203 WEST 151'11. AVENUE SUITE 103 ANCI IORAGE, ALASKA 9g$01 (90?) 27g-3916 F~x Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage AK. 995169-6650 February 20, 2001 Subject: Permit # SW920046 PID 041-03-183 Gentlemen; A sewer and well permit was issued for this property in 1992. The installation did not take place. but the owner wants to develop the lot this year. We are reapplying for the well and septic permit. The design has not changed. The house location and the well location have been changed. Please reissue this permit. Tobben-~)~urkland P.E. 20B W ISth. Avenue, Suke 20B ANCIIORAGE, ALASKA 99501 (907) 279-3916 Fnx (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 1 BLOCK 3 HILLSIDE NORTII #3 DIRK $1SSON Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street Anchorage, Alaska 99519-6650 June 7, 2001 We are submitting an application for the installation of a well and septic system for this lot. The submittal consists of three (3) draxvings showing the present improvements on the lot and the adjoining properties, (sheet 1/3), the proposed improvements &the lot, ofwhich only the well and septic system is subject to this permit application, (sheet 2/3), and a schematic ofthe septic system, (sheet 3/3). Soil logs and percolation tests of applicable testholes are also enclosed. The septic system design is based on the following: No Ground Water or Impervious Layer to I $ fi. Use Standard Trench Soil Rating. From Testholel0/31/91 <1 mln/in '= Use Sand Filter q=l.0 gal/day,?q R No. of Bedrooms 3 Required Area per Bedroom: 150/!. B 150 sq.ft. Total area required: 150 x 3 B 450 sqft Testhole depth 16 feet Bottom Sand ~ 8 t~ Bottom Rock At 6 feet Rock Depth 0.5 feet Minimum Trench Length 45015 ' 90 ft. SYSTEM CONFIGURATION STANDARD $oWIDE TRENCII TOTAL LENGTH 90 FT TOTAL WIDTH 5 FT TOTAL DEPTH 8 let FILTER SAND 2 FT ROCK DEPTH 0.5 FT COVER 4 FT SEPTIC ANK I000 GAl. The installation of Ibis well and septic system will not prevent wells and septic systems from being installed on the adjacent lots. There are no developed or natural surface I sub surface drainage courses on this or the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. / I JO0 I~0 ~0 =~ 300 SCALE, 1' = 108 F~. TOBBEN SPURKLAND P.E. 203 PI ISTN. AVENUE ANCH. AK. 99§01 (907) 27g-3915 LOT I B£O£K 3 HIU. qlD£ NORTH SECnON 0. r12N. /~ 2W D/RK S/SSON FERMI[ # SVOIOXXX Piti # 041- 03 - 183 SEPTIC SYSTEt, t DES/ON DATE: FEB. I$, 2001 SHEET.. I/$ GRID: 2045 HSNO3OII. DW6 ! ! N LOT I SCALD 1' = 58 FT, LDT 3 I I lO8$EN SPU£KLA~ 203 F~ ISTN. AVENUE Il ANCN. AK. 99501 279-$915.U PE£NIT # SVOIOXXX £OT I BLOCK 3 EII, I.~IDE NORTH ~3 S£CHO~ ~. T,2N, £ 2W SlSSON PID t/ 041- 03 - SEPHC DATE: FEB. 14 2001 SHEET: 2/3 'GRID:2O4$ HSNO3OII. DVG St~nd~rd Trench, 5' Vide 90' Long 8' :~eep ,2' F#ter Sand 0.5' Sever rock 4' Cover I000 gal Septfc tank Silt Barrier - 0.$ £t o£ Septic Rock Effective SCALE ~lonltor /~ Ctennout / 4' Cover NO SCALE lOOO gal septic i~onk TnBBI~N SPURKI. AND P,E, FI LOT I BLOCK B HILI~IDE NORT~ ~;¥'~T£H SCHFHATIC I Im PERI, IT ~ SI~OIOOXXX Municipality of Anchorege DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERPORMED fOR= ~r~'~'- 'EGA DESCR,PT,O.=t 1 2 3 4 5 6 7 8 9- 10- 11 13- 14- 15- 16- 18 19 20 DATE PERFORMED: . '.4~,l[ql ~. Township, Range, Section: ~' 'J ~. ~.~, ~ ~). ~ .~:~_.(.._ ~ SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? I N Water JUler Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE (mmuteshnch) PERC HOLE DIAMETER ~...T E~-T RUN. E~ETWEEN FT AND I ~ ~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: DATE: 72-008 (Rev. 4/85) PERFORMED FOR: Municipality of Ancho~'~ge I ~....,., ........... "'*'* .....' ~, I,' DEPARTMENT OF HEALTH & HUMAN SERVICES I~ /~--'., /' '. / -/-/~-~'- SOILS LOG -- PERCO~TION TEST I ~.. ,,. ~a.~ ~.~ / Ro~er C=emo O~T~ ~o~=' ~ 1989 Current lEGAL DESCRiPTiON: Tr. DS-A, Hillside North S~0~NDshiD. Range. Section: E 1/2 Sec. 6, TI2N, R2W, S.M. 7:./L '~ 3 1 :2 3 4 ? S 7 10 11 12 13 · :.~ 14 - .~: 16 - 17- 18- 19- 20- Fine.Sdy w/S. Brown, Gravel, GP Grey grading SLOPE SITE PLAN Gravel w/S. Silt, GP-GM Grey WAS GROUND WATER ~ IF YES, AT WHAT SL E ENCOUNTERED? ........ //~0 ',,- Gravelly (44%) Sand (54%), SW Grey No Water Encountered W.D. Monitoring? Gross Net - - -Daf)th to Net Reading Date ' Time Time Water Drop l:)~PT C HEALTH ,~ " £1,~l?,ON,,~.ct rAL P£OTECTIC q PERCOLATION RATE (m,nutes~lnch) PERC HOLE DIAMETER -- TEST RUN BETWEEN FT AND FT COMMENTS Test hole performed on Proposed Lot3 , ffillside North Subdivision Addn. No. 1. Estimated bedroom ratin~ based on visual and laboratory classification is/ZJ $.F./bedroom. PERFORMED BY; I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE. 72-0C~ (Rev. 4/85) Tom Fink, Mayor unicipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 June 11, 1993 Dirk Sisson Barbara J. Hood 2413 Lord Baranof Drive Anchorage, Alaska 99517-1261 Subject: Lot 1 Block 3 Hillside North Subdivision #3 Permit ~SW920045, PID #041-031-83 The subject permit, issued March 27, 1992 by this office for a single family well and/or on-site wastewater system, has expired as of March 27, 1993. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by 'the expiration date. 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. When applying for a new permit, the fees are: $200.00 for an on-site wastewater permit; $75.00 for a well permit and $275.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Sincerely, uaniel J. Roth Acting Program Manager cc: Tobben Spurkland, P.E. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE 1 OF ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW9200~ DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:SISSON DIRK & OWNER ADDRESS:717 WEST 19TH AVE ANCHORAGE AK 99503 DATE ISSUED: 3/27/92 EXPIRATION DATE: 3/27/93 PARCEL ID:04103183 LEGAL DESCRIPTION: HILLSIDE NORTH #3 BLK 1 3 LT LOT SIZE: 84035 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM 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 (iSAAC80). 3. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. RECEIVED BY: ISSUED BY' LOT ZU3 ~ i~[~. RYenuE~ bulge (907} 279-~91~ SEPTIC SYSTEM DESIGN Revised Design RECEIVED MAR 2 6 1992 Municipality of Anchorage Dept. Health & Human Services 1 BLOCK ~ H ILLS I DE NORTH DIRK SISSON No Graund Water or Impervious Layer t.'.c.~ 15 ft. Use Standard Trenr.:h Sc)il Ra'l:.ir~g. Frc)m test 10/.]',1/91 ).1 min/in = 1.0 gal/rain Use Sand Filter Requ:Lred Area per' Bedrc~om: 150/1.0 Testhole total depth L. ess 6 .~eet L..ess 3 feet []over' Rc:~ck Depth Number of Bedrooms Length o.~ Trer~ch = 150 sq.ft.. 15 6 USE ,,~ F't t50 x 3 i ~' x ~ = ~ I::'t CONFIGURATION WIDE TRENCH TOTAL LENGTH TOTAL WIDTH TOTAL DEPTH SAND ~ILTER ROC~ DEPTH CDVER SEPTIC TANK ~T. FT. FT. FT. .,~ FT. ~., .~) FT. 1OO0 GAL. 'l"he installation of this well and :septic: sys'tem will not impact adjacent lots. The well location cenfc~r'ms to the siting of the e;.,'isting wells in the area, and will not prevent the adjacent lot owners from developing these lot. s or replacing the existing septic systems. Septic System Design Lot I Block..:, '~ Hillside North 13 nn. 1 The i~"~st, al]lation o-f: this septic s-:ystem will not. prevent: welIs fr'om be installed on the ad.jacerr~= .1. ots,, 'T'here are no developed c)r' natural surface / sub sur~ac:e drainage cour'ses ,on this c:)r the adjacent lot. s. The propc)sed septic system will no'~: change the c.:~ener"al slc'~pe of the ar'~i:a, F:'c)ncl:Ll"~] anc:l/or cor~cen'~.ration o~ sur".~ace runo~:.~ wil 1 r]c)t r"e?¢Ltl't: ~:l'"(:)fr~ this ins'~=allat:.ic)n, The percol ati c)n test shows a per'col ation rate ~aster that :~"/minute. Ac:cording to 15.65.060. a ~ilter layer must be in- stalled. The testhole indicates that a sand is ~ound at 15 ~eet. This sand will serve as a ~iltering layer-. In addition the material .~.n t. he top 15 ~eet. cont. ains enough sar',d and silt. to allow an organ:ic: mat to ~c~rm. The required ~iltering ~ the wast. ewater will take place in the insitu mater:Lals. Septic: System Design Lot I Block 3 Hillside North '~z.:~ RECEIVED MAR 2 6 1992 Municipality of Anchoraqe Dept, Health & Human Serwces S£L,~E; 1' = i00 FT, -' " NONE L1F THE L£T$ ARE ~DEVELP£ED TOBBEN SPURKLAND P,E, 203 ~/ 15TH. AVENUE ANCH, AK, 99501 (9Q7) 879-~916 J J LOT I ~LOCK 3 HILLSIDE NO~TH II' SECTION 6, Ti2N R2k/ 3IRK SISSDN J J SEPTIC SYSTEM DESIGN DATE, J~AJ~CJ"J 4, 199£ SHEET, I/3 orz]:), £043 \ Municipality of Anchorag. e · ~: ~.~i.""':~ : ",~,. \ Dept. Health & Human Services BLDG. SIrE ~ ~elI~RDPDSE~ PRIMARY TRENCH 12~0 GAL S~PTIC TANK I RIEPLACEMENT TRENCH SCALE~ 1~ = ~0 FT. REVISED, MARCH £6, 1992 TBBBEN SPURKLAND P,E. 203 ~ 15TH. AVENUE ANCH, AK, 99501 LOT 1 BLOCK 3 HILLSIDE NORTH SECTION 6, Ti2N R2W ~DIRK SISSON SEPTIC DESIGN D^TE, MARCH ~ 1992 SHEET, i/3 GRID, 2043 RECEIVED MAR ~! 6 1952 Municipality of Anchorage Dept. Health & Human Services Monitor _1 Clean Vide Trench; 63' L[7N5 TOTAL 8' 2EEP 2' Sand Filter 2' gF SEVER ROCK 4' mln, Cover 1000 gal Sep-~lc ¢ank Cleanout5 N~ra£! i40 o~Feet o£ Septic 2' Sand Filter ~~j~° n i ~c ° r lOOO GAL SEPTIC TANK Ex~t Eround ,,,~' 4' MIn Cover ~over T~nk TQBBEN SPURKLAN]) P.E, 80' ~/15TH, AVENUE ANCH, AK, 99501 ~LDCK 3 HILLSIDE NDR?H EIRK SISSgN 717 V 19TH A YE, REVISEB MARCH 26, 1992 SEPTIC SYSTEM DESIGN DATE, MARCH 4 1992 SHEET, 3/3 GRI~, 2043 ANCHORAGE, ALASKA 99501 (9071 279-~916 LOT SEPTIC SYSTEH DESIGN BLOCK ~ H ILLS I DE NORTH DIRK SISSON No (~}round Water (:)r Imper-vJ, c~u~"~ Layer' t~ ~.,J~ S t ~:~ n c:l ~::u'" d ~k)il R~'~t:Ln~,, From ~:,(c~t 1()/:~;]./91 )* :I. m i n / i n =:: ~.. 2 (~:~?:~ ]. / m i r'~ Required Area pel'- Bedl'"c:~om: 1 ,, ~ / .1...,:.. :'-':: :t. 2',:!S ~q..t: t.:., . I:;,'oc k Dep't h :i. 5 9 6 USE D F"f- ,, lxl{..~b~'" c)tc Be~dn:)oms 3 SYSTEH CONF I GURAT I ON STANDARD TRENCH TOTAL LENGTH TOTAL ~IDTH TOTAL DEPTH ROCK DEPTH COVER SEPTIC TANK 40 FT. 3 FT. 9 FT. 5 FT. 4 FT. 1000 GAL. "1"1")~ :i.l"~stalla'ti(~n (:fl: this well and sep'tic:: sy~,".4tem will not i[npa(:::t ,s~,:l .j~::~{~l'~'l:: :i. (:)t~s,, Thc.:, w~l :1. :[ Dca'[: i c)~"~ c(:)n.~: (::)~"~'n~ t.(:) t:h(a, ~,:i. '[: i ng c)*F 't.l"~(~.) ex:[s'l:it"~(~! %~4~:)1:[~[~ il"l 'l:.hce al'"eav ar'id ~,vJ. ll riot l:)l'"(.:c~v~:~,l'lt thce~ ~::)~.~r'~[~:,~'"c~ .From (:J~:~:,v(.~:.~:t.(::)[:,:[~"~(~I 'l::h~.?~:~ lots (:)~" S(.:-';p'[: :[ (:: Sy's'l:(,:~m Des:i. gn Lot'. :1. B:t.(::)~:::I.:: :.:!; i-lil],s:i,d~,~, Nor'th t. he: ar-ea, F'onding and/or c:oncent~'~at, ior] of su~,-fac:e runof.F will not r'e.,sm~], t {r'om t:hi~.s :i. r'm~tal ]. at:i. on. 'l"h e~ per'c: o]. at. i c)n t esr~: shows; a per'c:c::,l ati on fate f a~st er' t h a'~': :["/m:~rmcL(~e. (~c:cor'(::ling to 15,, 65. ()60,, a .filter lay~r' mLU~'I':. I:~ ~st.a].le:,cl, 'T'h¢.:~, 't:.s)s~t. hole:, :[ncl:[c:a'l:~s~ that a ~and :i.~s ~:ound at 15 mat,~:-:.r' :L al J.r'l t. he top 15 ~c~.~.~'tt c:ont, a:i.r~ ~,nough sand arid s~:L].t. was~.'tte~at~.:~r' ~J,:L:L take:, p:Lac:~) :Ln '~:.h~ in~4:LtLt (ENGINEER'S SEAL) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST DATE PERFORMED: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O Township, Range, Section: SLOPE SITE PLAN WASGROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? p E .onitering?Depth to Water Altg~, ~ Date:' '~/~/~ Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE -- (minutes/inch) PERC HOLE DIAMETER i~I-E,SIT RUN. BETWEEN FT AND __ COMMENTS ACCORDANCE WtT" ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THiS DATE. DATE: PERFORMED FOR: Municipality of Anchorage ~.......,..,.~o~ .... DEPARTMENT OF HEALTH & HUMAN SERVICES I~ IT~'': 825 "L" Street, Anchorage, Alaska 99502-0650 ~ ~. ~tephen O Shrader so, s - / ~,.~,~'.~.. ..., ¢~- / ~o~er Cre~o DATE PERFORMED: Current LEGAL OESCR~PT~ON: Tr. D5-A, Hillside North S~Ship. Ran§e. Section~ E 1/2 Sec. 6, T12N, R2W, S.M. 7;',//, -~ 3 1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18- 19- 20- Fine Sdy Silt w/S. Gravel, SM Brown, Moist-Wet Gravel, GP grading to Gravel w/S. Silt, GP-GM Grey SLOPE SITE PLAN WASGROUND WATER ~ ~ ~ · . ENCOUNTERED? /~ S IF YES, AT WHAT ~) DEPTH? ~/%/,~c -- p E Gravelly (44%) Sand (54%), SW Grey No Water Encountered W.D. Gross Net , Depth to Net Reading Date ' Time Time Water Drop ................ DEPT. ( F HEALTH & Ei'qVIRONME~ TAL PROTECTIC q ~, ~, 7~ ~rq PERCOLATION RATE (m~nutes/inch) PERC HOLE DIAMETER __ COMMENTS TEST RUN BETWEEN __ FTANO ET Test hole performed on Proposed Lot3 , Hillside North Subdivision Addn. No. Estimated bedroom rating based on visual and laboratory classification is/Z~ S.F./bedroom. PERFORMED BY: CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ~N EFFECT ON THiS DATE. DATE: T E S T L A B A Division of DOWLj Incorl~Orated MECHANICAL. GRAIN SIZE ANALYSIS SHEET 2 OF" :3 F'0R SAMPLE: 102'.':'~ .............................................. WORKORDER NO, A2.47]'.'--~0 ,.]OB NO, 1 PRC),...IECT: LCq" 3 HILLSIDE NORTH ADDITION 3 L..OCATION: L. OT :3 HIL.LSIDE NORTH ADDITION 3 HOLE ~:2 SUBM I'I""F'E[I BY CL I ENT BATE REE:EIVEB: 05 NOV 1991 BATE TESTED: 08 NOV 1991 FROST C..'LASS-" NULL. ( CORF:' ) NULL ( MUNI ) UNIFIE]]: IEiP.--I].~M DE::]~C: POORLY GRADED GRAVEL WITH SII...T AND SAND SAMPI...E TAt<EN WAS 48% OF I':,'ECOMMENDEB MINIMUM '.i.']~AMPI....E WT. 01:: 8000GMS COEI:::FtCIENT OF UNIFORMITY = ~1.24,,4 COEFFICIEI',IT OF CURVATURE = :3.4 ['~ERC:ENT SIEVE PASSING 3 INCH 100 2 INCH 100 1 1/2 INCH 83 I I NC::H 76 · '.']:/4 INCH 70 I/2 I NC.'H 57 318 INCH 50 NO 4 :38 N0 10 2',-];' NO 20 NO 40 17 NO 60 14 Iq[] ]~. O0 1 NE) 200 'F' 4040 B STREET ' ANCHORAGE · ALASKA ' 99503-5999 · 9071562-2000 T E S T L A E! A Oivision of DOVVL, Incorporated MECHANICAL GRAIN SIZE ANAL..YSIS SHEET 1 (:,'1t:'": FOR SAMF:'LE: :[028 ................................................. WORKORDER NO. A24'.:.~:~0 ,..lOB NO. 1 PRO,JECT: LOT 3 HILLSIDE NORTH ADDITION 3 I_OCAI"ION: I....O'T 3 HILLSIDE NORTH ADDITION 3 HOLE ~:t. SUBMITTED BY CLIEN]- DATE RECEIVED: 05 NOV :t'~2'F~I DAI'E TESTED: 07 NOV FF?OST CLASS: NFS(CORP) NFS(MUNI ) UNIFIED: GW DESC: WELL GRADED GRAVEL WITH SAND SAMPLE TAKEN WAS 361% OF REC(]MMENDED MINIMUM SAMPL..E w"r. OF 1000GMS C:OEFFICIENT OF UNIFORMI'TY = 8.8 COEF'FICIENT OF' CI...IRVATURE ~"..~ PERC'ENT S I EVE PASS I NG :ii: INCH 100 2 INCH 100 1 1/2 INCH 100 1 t NC'H 3/4 INCH I/2 INCH 82 3/8 INC:H 72 NO 4 4'~.') NO 10 27 NO 20 11 NO 40 3 NO 60 i NO ]. O0 1 N0 200 0 4040 B STREET · ANCHORAGE · ALASKA · 99503-5999 · 907~562-2000 ~ WelI~R£P£$ED PRIMARY TRENCH GAL ~ 'PTIC TANK ~EPLACEMENT TRENCH SCLAE; ]' = .(~JT. TOB~BEN SPURKLAND P,E, LOT ~ gLOCK 3 HILLSIDE NORTH 803 ~ ~STH. AVENUE SECTION 6, T]2N R2W ANCH, AK. 99501 ~IRK SISSBN SEPTIC DESIGN DATE, MARCH 4 1992 SHEET. ,~/3 GRID, 2043 S fandard Trench~ 11' PEEP 5' DF SEG/ER RECK 4' mln, Cover /~ga/ Sep'~ic ~onk Niro£1 I40 5 £ee~; o£ Septic Rock -- Cleonouts /~ Moni~cor Exist, Ground x / 4' M/n Cover GAL SEPTIC rANK j TDBgEN SPURKLAN9 P,E, 203 W15TH, AVENUE ANCH, AK, 99501 LETT L ~LDCK 3 HILLSI~£ NDPTH #3 ~IRK SISSON 717 Iv' 19TH AVE, SEPTIC SYSTEH DES[ON DATE, MARCH 4 19~£ SHEET, 3/3 GR~D,£043