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HomeMy WebLinkAboutILIAMNA ACRES LT 2BOnsite File ter- z Alk AM Al B (907) 243-2282 KEN JOHNSON I~UNIClPALIT¥ ~t ~,¢,' DEPT. oF JOHNSON. DRILLING CO. ENVIRONMEN'fAL Pk~ ~ ,~N WATER WELL DRILLING PUMP SALES AND SERVICE q~u ~ ~ ~ 36 Years Alaska Drilling 3163 LINDEN DRIVE ANCHORAGE, ALASKA 99502 MAY 17, 1989 DORIS J. FACH~O 817 w. 13th ANCHORAGE, ALASKA 99501 ( Hm. 276-5165 ,ik. 564-6548 ) RE: LOT 2-B ILLIA~A ACRES WATER ',VELL LOG 0 ft to 5-6 ft 5-6 ft to 9 ft 9 ft to 15 ft 15 ft to 41 ft 41 ft to 55 ft 55 ft to 56-6 56-6 ft to 58 58 ft to 68 ft 68 ft to 71 ft 71 ft to 77 ft 77 ft Course gravel & gray silt Large boulder Med. gray & brn silt...3' open hole Brown silt & fine grav...open hole drlg. Med. grav& gray silt .. open Course grav& gray silt Same..weeps H2o..1GPM..low head Brn silt..some fine gray..2' open.. ~ied. gray & gray silt Course gray & gray silt dry.. Clean Med. Sand & gravel..Water bearing Water level 55 ft. Test bailed i hour at 10 GP~[ 10 Ft of drawdown.. Clean & good recovery Bottom Stable Total casing 77 ft 0 in. ~:1 ]. C)(':: I': I] .... MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT ~.ma DISTANCES Add,es, TANK FIELD ~°' ~ Bl°ck~/~ Subdivision t~/m~ ~Z~ FOUNO~T~ON T°w"ship' Range' Secli°~~' Z~ ~--e~/ driveway,AS'BUILT DIAGRA. [Show location o, well. septic system, property lines, foundation.wa,er bodies, olc.) TANKS ~ SEPTIC ~ HOLDING Capacily i~ gallons Material No. of Compa~ments TYPE OF SYSTEM Depthtopipebottomlrom FT Totaldepthlromoriginalgrade~.~ FT ~ ~ original grade ~ ~ Fill added above original grade-- Gravel depth beneath pipe.~ ~ravel w~dth ~ Gravel length Tolal absorption area Distance between lines Number of lines Pipe material I Soil rating Installer Date Installed o gR IO WELLS ~ /~'~ ~ PRIVATE ~ OTHER fldentifv) Classification (A,B,C) Tota1 Depth ~ Cased to FT~ FT Installer Date Installed: REMARKS: State: ~¢~ ENGinEER'S Inspections Pedormed ~ z, ~/~/'~ ~/~ Oate: Municipal an~ St~l~ guidelines in ~ll,~t on Ihls date: ,. Health Oepadment Approval:.~ ~ ~ . _ Date' . . , 72-013 (3/85) ep Name: ),.)OF~ I S ,'.}' ,, I-. ~-~L;I-.I,: .... Add r. ess: iiil ],'7 H ,, ],3 AVl!J:. ,, AI".ICHOf;d;'~Of,~!], Al< ",' ,",.; . ):::'a~'ce.i, Idi~ ():t,'7- ],() 1-'.'4 1 L ~:'~ i. ,'.',g,'::~ ], ,", Sul:)d :i v :i. s :i. on ~ I I....L ;[ AMNA ACRES L(:H'., ~ 2B Max Bed r' cie, ms ~ l'h i ~. I:::'<::)r' m :i. t: 3 Tc,'L a ]. Cap ac ]. t y ~ 3 Bt() L,, · .... ,, u<:..lll,. (s) < I. ar'lk mL.is'L have at ir-.'.,ast :~':: compaP Lm~rd:.s Dep'l:.h '('..(:] top ol' sept :i.c ~ 4,, () al'Id J.h..,'.iiiarJ iii,::.'.,l' v :i. ::: c,s ~,.~ :L t I~ i i'~ ::;() d ccFs (:).f we ]. ]. (::: omp ] (~:.:L-:i. (::~1'1 ,, NSf ~I...l. i.::'lii!:i:R I!!i]',l(..:.} I: I'qI~!:ERS AFl AI::;I. tI:i:O ):)I:?:S :1: t.".-.ilxl. TI-I !::LIR A SINGI...I::i: I:::AMiI..Y Rliii:S]:Dl:!:hlL;li!: .H,II.. ~ AND I:.,.1' I',.IO T I I:" Y Df. IHS i:::'R ]: OIR '1 C! I!~:r~:~C3"l I I',ISI;'EZ';'I ]: (3t',1 ,, .[ CIZI::( I" I I::: Y 'I'HA I: it.. ill am familiaP w:i.'!'.,h 't..lie ~,(x~qu:i.r'ch'~ter'rLs t'cH" c~n"'s:i, te sewer's and wells as set Fcm'Lh by 'Lhe Munic:i. pality of Aritho)Page (MOA) and 1',he ~t',.at.e ot' Alaska. ~;~, :!: ~:i.J.]. :i. ns'La].], tl"~e sy~H'..(~)m :i.n a('.::('.::(:)l-c:lal~c'.~:~ w:i.'Lh a:l.]. MOA c(:)d(c)s and ,:..~il::l :i ,~ ,.cmlpl J ..:.~t{:::~.:~ w:i.'Lh tine c:] [.:,s ~. gl l (:::r' J.'l:.(~:)l~ :[<~ Of' th ~.~:. I::i(:.]Pfll:J.t,, :~;. J :..?~ acll:d)l,~:~) i.u, ail Ivl(]A arid S'Lat<.'~) c:){' A].a~[il.::a 1'~2qL.~:i.P(.:.:.)IIIE~I"Y~'..?~ fc)r' th(..(~ se'l:, bac:k :~ u,u. ~-,:uF ,,,'::~t.(.~lii C)l'] th J. JiB I:)l" ~).l"ly ad.j ac:~.~I'I'L cH" r'u,~aPl::)y lc)'l:.. I ur'lcler'st:.arld 'I:.hat 'Lllis pt~)l'fliJ, t J.f;3 va].:i.d For' a inax:i, mum of' :;~; bedr'cx::)m~:i, al. so ur~der's'Land that 'l:.he capacity ot the.:) 'Lota]. I[1iyJ~}iCI~.)iiI J.~i 3 t::~e~dpc~cuns arid arly erl].ar, gement ~,,~:i.:l. 1 t-equ:i.r'~ an add:i.'t..iona], per. re:it. Municipality o! Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PEREORMED EOR: LEGAL DESCRIPTION: DATE PERFOR ~[~Township, Range, Section: 1 2 3 4 5 6 7 8 9 10 11 12 13 14- 15- 16- 17- 18- 19- 20- COMMENTS SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? E Depth lo Water After f~ogitoring? Dale', Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE 4' / (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ?'~" FT AND ~ FT ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) ALASKA eF1UIROIIlTlerlTAL COF1TROL $ RUtC $, IgC. ~nqineeNncI $ ~nuironmcnlal Sludic$ SPECTFTCATi[ONS FOR A TR~NCII TYpE WASTIiWATER 9T_,:,,OoAL ,>,o[~:,>L -- TIZTAMNA ACRES oI~BDI\ISION, 1,0!' 2B GENERAL 1,1 Th(~ dt'awSngs, !~hE)et.'-; I th_oush' p ,~ 4, shall be ~peci ficat~ on. 2 . 2 z\l_] n/ahar'ii~ls and workmansh.ip ,'~ha]! nlect t. he r'~,quirenle~ts the ,MunicJ. palJt.¥ of Ancho~'age, 1)epaptment ~f Itealt]~ & Htllll[~ll Sepvicas (DItHS), hhe, condihions of t;ha pe~'m:ih, and all ~'u]es and peg-H]ation$ c~p~'ently in effeat, 1,3 :\ll eleva'tion.~; and clopth.~s arc advisory, and ape Lo be ve'c[£ied o~' modified Jn tile fJeJd by the enginee]' o~~ J. Hspeci:ing a~emc.v. It is the re.'apon~..;ib:i]:ity of apppoved designs fop instal]at, ion, maintain th(~ :.:pecified ~el)a~'ation .1]..,cane(...,, alld have tlm ~D1)~'oD~'~ate i~lsl)actiot~s If 'tile Jllstal]al'.J. oll Js !~ot inspectad by an AEC,q engineer, AECS will not be pespon~;lble [o~- the installed syi~tem, An ~-mg'ineep aL AECS should ])e consulted p~iop to const~'uction to dete~mine the ntunbep of inspect Join: that wi ll ba ~'equ;lp(~d itnd I;o exp]ai~ whah thesa inspections will involve, 2.0 SEPTTC TANK 2.2 2,3 2.4 2.5 If hhet'¢~ i:~ an exi',;king septic hank, :th ma!? b~; usecl if i[ mc:aLi; fha capacity. ['equJ~'enlent fo~' the pemidence and thee apppoval of t~t,' e MOA. The septic tank shall b~,~ u UPC-App]?ow~d l;wo coml~ap'hm~,mh tank, constpuctecl of :12-~;~lge steal wJ th bit~llnasi:Jc coatJ llg and level o~ und;is'i:u~:be:d soil. If the tank is l)up:i.c~d ah a depLh of 4 feet op ]ess, it must be insula'tted witD a~ oveplyi, n~- ]a~,ep of 2 inch bm'iai typ(~ polyt;Lpene p:t~lid boapd in~ulat'ion. The septic tanR and t~'el]ch shall !sa a nlininl~lm of 100 fe~'h fpom an~r pp:i. vate welt op body of water:, 150 leah fpom glass C well. s. and ~00 feet f~'om Class A o~? B wells, unlass uthei'wi',~e spec4fied. Le*~s than tll~; t'equi~'ed sapa~-a~;ion di',~hance ln~st have pt'io~? apppoval op wa.lve~- by ADEC o~? .MOA. The ~ep't;ic tank. shall be a minimum o:[ 5 feat [poln thc ho~se foundation, and at minimum of 5 foet f~'om the abso)?p~i.~ apea, Piping shall be fiLLed with a mechanical waheri:ight cnlder o~ the nut]et and in]et af the septic: itatll,:. Piping shall be d--inch :~o]id PVC ASTM D3034 o~' ca'~[ it'on, sloped f~ mJ,,limum of 1 "! inch per lineal foot. If the piping is bupied at a depth of 4 feet 1200 [Ucsl 33r~ /~uenu¢, $ui1¢ B' Anch0req¢. Alask0 99503 ,(907) 561-5040 polyst~'ene rigid !)or, vd ~nsu]rit. ion. Clr~anouts shall i)e ins ha:led as designated and capped wJ i:h air hight rain caps (JJll~ caps or equivalent), and extended a ll:illJll!unl of ] [ooi- above .?;round level. 2.7 If a lifh station is required it shall be a combination Ii. fi: sl-atJon septic tank per AnchoPage Tank and WeldJ~]g, Inc, design. Spec~fJuations are attached, 3.0 Absarp-'cJon A~'ea 3.] The guavel for the trench shall be 0.5 i:o 2.5 inch, screene, d t'ock ' with 1Ess than 3% passing #200 sieve residual. All sul)stJO~tes must lmw~ prior DIIHS approval. 3,2 The bottom and sides nf the excavation shall be raked with the backhoe })lade to insure that i~ has :lot been compacted dm'lng excavation, The bottr~m e]e. vatJoil shall be ]eve]. 3.3 Monito~~ .'~'handpipe(.'~) shall be placed m~ shown iu the d?awings, and shall be 4 inch ~igid PVC AST)~ D8034. or cast iron, The see/'J¢}ll shown w:i'bh ho]es may be 0,5 inch holes d~,Jlled on 6-inch centezm oa opposing sides of the pipe. m' a regula~~ section of pe~'forated sewe~: p~pe clamped to a solid section witch eii~her a. no hub coulHi, n~ or a solvent joint. .h rubber' ~min cap (J:im cup o~' equJ~a]ent) sha}t be iustalled over the top of the pipe. 3.4 The dist~ibution pipe shall be perforated '~ im:h rigid PVC with, a mJ. nimum crush strength of ]500 lbs and si'mil, meet the appt'oval o~ OHHS fo~· use as drainfieid p~pe. A].] distribution pipes :a]~a]] be laid ].evel. 3:5 Trenches nlay be para:lc!ed, but musl: bare a m:ininmm separation distance between the tt, enches of i0 fee[ or 2 times the gravel d~pth (whichever is ,?eater). 75 feet is the maximum allowed linear !cngth of any t~'m~ch, If the final grade over the ttmnch is less than 4 feet above graw~], insulation is uequir, ed, using but'iai type polystyrene rigid board insulation. There shall be I inch of insulakirm for every Coot oC soil ]ess than the ~?equ~t'ed 4 fact of cover, but there mint be at leash 24 Jllches of soil covel' even though :insulation is used, The sol. id pipe exteadJng f~:nm the septic tank to the drainfield shall also have 4 feet of corex' ov an equivalent layer of insulation to prevent ft'eezing of the ]Jn~. 3.7 If insulation is not neccmsary, the gravel shall be covered with a la,yin' of nom,,,~wen Geotcxt~le fain'lc (such as Mira[si, Fibre. Lex 200 ~g~ad(,~, Poly _T'i!Y. er X ou equivalent'/. t~.O !~SP~CZ!©~S A minimum of two Jnspeci;ions are required for the :[nsta]ia'tion of 'the hr'erich, The first innpection will be of the open excavation to assure that the syshem is installed irt the proper soil strata, cor. rect dephl'~ and mee't mil~Jl,um specified desig~ paralt~eteYs. The second Jnspec. tion will bc afheF placement o[ l/he %~'avc], monJ'hot' standpipe ' ' _ -.~ - . . ~ . ' ' ' -- position p~:ioi7 ho bacl.~ 4.3 The inspection of the. septic tank Jn;ia.l]ation can be incorporated with any one of 'the above l:i~-:ted inspectiow-~. ALASKA ENVIRONMENTAL CONTROL SERVICES, INC. 3.200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 CHECKED BY DATE SCALE ALASKA ENVIRONMENTAL CONTROL SERVICES, INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 56:].-5040 SHEET NO. ~/ OF CALCULATED BY ~ ~ DATE CHECKED BY. DATE. ALASKA ENVIRONMENTAL CONTROL SERVICES, INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99,503 (907) 561-5040 SHEET NO. '~ CHECKED BY SCALE //7'"< OF DATE DATE - '~ tJ H .7. D Z .J '04 t~ H H 0 .J > ~n~. 121 00~0 O0 0 0° oOSo~Oo ~r~ ,J MUNICIPALITY OF ANCHORAGE f Health and Environmenta' Street, Anchorage, AK. ~rotection ~9501 Department 825 264-4720 * * * HANDWRITTEN PERMIT * * Applicant: ~ ~ling Address: Location: Phone Number: Legal Description: 7/ 2_ ~J ~&~) S~.i C~--- Lot Size: Type of Soil Absorption System Is: Trench: Drainfield: Seepage Bed: ~ Holdin~ Tank: Maximum Number of Bedrooms: = ~ Soil Rating(sq.ft/br) The Required Size of the Soil Absorption System Is: DEPTH /~ LENGTH ~-~-~;// GRAVEL DEPTH ~ ~/WIDTH ~z-~/', The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(H~-kD!NG)~ TANK SIZE = /~ GALLONS * * Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * * * TWO(2) INSPECTIONS ARE REQUIRED * * * Backfilling of any system without final inspection and approval by this department will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 feet for a private ~ell or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 1 9 $ 3 * * * I certify that: (1) I am familiar with the requirements for on-site sewers and we~ls as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the op-site sewer system may require enlargement if the residence is remod~ed to include more that 3 bedims. Ap~iicantd -- ' --~*-~ Date: ~/~~-~ ! SWP/024(1/81) MUNICIPALITY OF ANCHORAGE [] PERCOLATION DEPARTMENT OF HEALTH AND ENVIRONMENTAl PROTECTION TEST 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG- PERCOLATION TEST .ERFO~MED FOR: DATE PERFORMED: ~/~ I/~ LEGAL DESCRIPTION: 1 2 3 '5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 WASGROUND WATER ENCOUNTERED? 'COMMENTS SLOPE - SITE PLAN S IF YES, AT WHAT DEPTH? Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN ,- FT AND 'FT CERTIFIED BY: DATE: 72-008 {6/79) 'C r ':rROLSERVICE ;NC, S.EET,O Of </ 1200 West 33rd Avenue Suite B ~,~_~/,r.~'~'~ ~n--DATE~ ANCHORAGE, ALASKA 99503 CALCULATED BY Phone 276-136Z CHECKED BY OAT~ ~CALE ALASKA ESVIRONY~NiAL CONTROL SERVICES, ~NC. ]200 WEST 33RD AVE., SUITE B ANCHORAGE, ALASKA 99503 PHONE 276-136] Soils Logs EL5~. ~ 7 10 11 13 - 17 Ig 20 ELEV. lHg-. 1 2 3 4 7 8 9 10 11 12 13 14- 15- 16 17 18 19 20 Job: JNTROL SERVICES, INC. 1200 WEST 331LD AVE., SUITE B ANCHORAGE, ALA.~KA 99503 PHONE 276-1361 Soils Logs ELEV. 3 4 9 13- 15 17 lB 2O ELEV. ~H ~ 1 2 3-- 4 5 6 ? 8 10 11 t2 ~3 .14 15 16 17 18 19 20 ELEV. IH 1 2 3 4 5 6 7 '8 10 11 12 13 14 15 16 17 18 19 20 .HORAGE, ALASKA 99503 ?~ONE 276-1361 l Soils LogsI TH 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20