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Home My WebLink AboutASPEN HIGHLANDS #1 BLK 1 LT 2 Municipality of Anchorage Page 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: _~J~¢,.~ I_~[.~L~,O''-~l-~c~l(~C~l J RID Number: O[ ~ O( ~ Name: . ~0~ ~ ~ Wastewater System: D New ~ Upgrade Address: ~ ABSORPTION FIELD ~hone: ~ ~ No. of~rooms: (~ 2~ ~-- ~DeepTrench ~ Shallow Trench ~Bed ~Mound ~Other Soil Rating: ~ ~/~ Total Depth from ori~inal grade: LEGAL DESCRIPTION ~,~> 7~F~' ( ~ Depth to pipe bottom from o~ginal grade: Gravel depth beneath pipe Lot: Block: SubdivisiDn: Township: ~ Range:i~tio~'~ Fill added above original grade: Gravel length: WELL: ~ New Q Upgrade Grave~ depth: ~. ~-- Ft. Number/of Bines:,IDistance between~ Bines:Ft, Classific~on (Privy, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: X ~ ~U~ Date Drilled: Static Water Level: Date installed: Yield: GPM I Pump Set at: Ft. ICasing Height Above Ground:Ft.TANK' I I SEPARATION DISTANCES ~Septic ~ Holding ~ S.T.E.P. To Septic Absorption Lift Holding Public/Private Ma~ufactu[er' ~ ~ Capacity in gallons: From Tank Field Station Tank Sewer Lines ~k ~ I ~ ~ Well /OO'~ {OO'~ ~/" ~/~ [0'+ Mater~+~ Number°fC°mpartments:~ Surface ,~ / . Water ~{00% ,00 N/~ N ~ ~/~ LIFT STATION Lot ~ ~ LiRe [~ ~ ~/~ ~1~ ~Ot~ Size in gallons:IManufacturer: ,~ ,~ on" level at: I~'Pump off" leveler'. [ High water alarm at: Curtain ~ ~ump Mako $ Modol ~ filoclrical Inspoctions porformod by: Drain ~ Remarks: BENCH MARK Location and D~iption: ~~~ ENGINEER'S SEAL Inspections performed by: Dates: 1st ,:~,~ 72-013 (1/91) MOA 25 Permit No. °)OO£~ Page ~Y of ~' Municipality of Anchorage 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 Legal Description: ,kSP~,l,J H~iHI,,AI, JD~'=I t~3'~ I~1,1~ 1 PID No.: ~5 Hr"/ 41 72-013 A (2/91) MOA 25 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES PO BOX 196650 ANCHORAGE, ALASKA 99519 343-4744 HAND WRITTEN PERMIT Permit Number: SW~%~L_~%\ Permit Type: 3~'~'~ Date Issued: L/il~q~, ~ Expiration Date: Design Engineer: S F~'~tW~¢~'~ Owner Name. ~-~ .... ._._=~ ~~~ Day Phone: Owner Address: Parcel ID: d;tT'°/~'~& Lot Legal: Subdivision: ~f~F~/~/z6~&4,~-~-~ Lot: Section: J~ Township: /~A/ Range: Lot Size:~8~&& (~ or acres) Max Bedrooms: This Permit: ~- Total Capacity: Block: / SEPTIC TANK: Minimum septic tank capacity: /~6;d) gallons. Each septic tank must have at least 2 compartments, insulation is required if depth to top of septic tank(s) is less than 4.0'. Lift stations require an appropriate electrical inspection. WELL LOG: A copy of the well log must be sent to DHHS within 30 days of the well's completion. , I CERTIFY THAT: 1. I will install the on-site sewer system and/or well in accordance with all codes and regulations of the Municipality of Anchorage (MOA) and State of Alaska , and in compliance with the design criteria of this permit. 2. I will adhere to all MOA and State of Alaska requirements for separation distances from any existing well, septic system, or surface water on this or any adjacent or nearby lot. 3. I understand that this permit is valid for a single family dwelling with a maximum of bedrooms. I also understand that any enlargement will require an additional permit. 4. I understand this permit is issued for 365 days and expires one year from the date of issue. 5. I will notify DHHS prior to all inspections by the e ng/~q~ SIGNED: ~ ISSUED db/ll5 Municipality Anchorage Department of Health and Human Services Tom Fink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 January 8, 1991 Joseph Lavender % S & S Engineering 17034 Eagle River Loop Road Suite 204 Eagle River, Alaska 99577 Subject: Lot 2 Block 1 Aspen Highlands Subdivision #1 Permit #900288, PID #017-013-26 The subject permit, issued by this office for a single family well and/or on-site wastewater system has expired as of December 31, 1990. 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 needs to be sent to this office for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site wastewater system, the original as-built inspection report (three-part form) 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: $90.00 for an on-site wastewater permit; $50.00 for a well permit; $140.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Sine~e re ly, / / P~og r am Manager On-site Services JW/ljm: 200 enc: Copy of Permit "Kids Are Our Future" SCALE / / 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 C /("') ~ ~ /~/~/qJ 0~"~ SEPTIC ABSORPTION Addre~ WELL [ Per.it NO. [No. of B ms Township, Range, Section AS-BUILT DIAGRAM (Show location ol well, septic system, prope~y lines, foundation, ~ Z ~ j ~ ~j S ~ ~ ~ ~ driveway, water bodies, etc., Material No. of Comp j TYPE OF SYSTEM ~ [~ ~RENCH ~ BED ~ W. DRAIN ~ OTHER f/ /// Depth to pipe bottom from Total depth from original grade · /*~ ~ ~ Gravel depth beneath pipe Fitl added above original grade ~ FI ~ F~, -~ ~ >' Gravel width ~ ~ Number of tines ~ S°il rating Pipe material r / Date Installed WELLS ~ PRIVATE ~ OTHER (Identify) Classification (A,B,C) Total Depth ~ Cased to Installer Date Installed: - REMARKS: .- ~ale'. ~ ~ ~:: ENGINEER'S SEAL ~..1~ River L~ Road No. 2~ c~ily that Ih~ inspe~ion Was perle,meal according to all I 72-013 (3/85) Del:::,ar. tmer~t c,~' Health & !...lumar~ Ser'.v:i. ces ;i~]25 I .... St P (..'.':! G:.:, t :, ~::.~r"l (::t"lor' ~'~..'~,'.,:i~'::.:.:, !, f~! 1 as I.;; a 995() i :];.!; 4 :]!', ..... .q. 7~0 I:'.:' iE R M ;I] T (8 ;I. 8) '? t....o'L, t....ega ii ',', Sub d i v '.iiii~..;~,.'::: .1:.. ;i. (:::,i"l i; 25 'l"c;,i4i"l St"'~ :i. p ~ 1 ;.';:'.N Ran g e: 3W i...ot S:i.',::.'.e 2.896E:, Max i.?,ecl l' (;]:,ores ii 'l"h ;i. s F:'e i" rn i t: ,::f. Tc, t a 1 Cap ac :i. t y ~ 4 B '.L o c k ',~ '.!}ilEl:;:' T' '.I] (] T'AI\t!< :i M :i. n :i. mum t,.'::)'L a ]. set:::, t :L c t ar", k i::: at::)a,:::: :i. 'L y: 1,2'..50 (;la)- I on s ~, Each sep'l:.. :i. c 't. ar"~t-( must hav(e a'l;.. ].~.?as'L ~':'. c:[]~Ytt:;:,GI.p'Llii,7~,l"i'L~i, Del:)-I;..l'~ 'I;.o 'LC)l:) of' Sel:;it:i.c: tank (s) < I NI:;:'ORM [) ,, H ,, H ,, S ,, I:;:'R t OR TI) ;I: I',ISt:::'Ii!i];]T ]I; ONG BY EIx!G ][ IxlElil!]::;~, ]1; I:::' AI:::'TIEI::;~ Ol:::'l~:'Ii];llii; I"'!OUI::;~'S, CAI....I .... 343'""46EI;I. AND CO!xiSTt::;~UCT PIER IElqt;(i .f; hlElii!]RS ATTAt]I'"IlED t.')l~ii'.S TH ;1; S i:::'liil];:/M i T iEX F::' '.i; RES !2/3 1/9() AND VAI.... I D I:::'OR A S f',.';:.',r.'l;.h by t.l'"~,~?,, Mun;i.c:i.i;:ia].:i. ty of Anchc, r. age (MOA) and the Eitate of A],aska,, 2, ]] ~,,~:i.;i.]l. ins't, all thi.;.;.) sy!!!it(.;.;.)~'¥1 :i.l"/ actor:dance with a].i MOA ariel itl (:;:c)n'ip].:i. aric,:.~! ~.;,~i't.l"~ 'Lhe (::les;i.~;;in cr. ite. r.:[a ,;;;)~' th;i.s per. mit,, ;]!;,, t l?-!;i, ll adl"lepe t. cl all MOA and S'l:.ai'..e of Alaska l'~eqL.t;Lt'~efn(.~:.;'ri'l;..!;~i ~'(:)i'" 'l.'..h~.:;.? se'L bacl..: ,:;;l;i..'.!ii'~,,,;':?.,.t]CE,!i!.~ ~'1'~(:)I'¢t .;'..'.~,r"~y ,:~.:.:,x;i, st:i. ng we'J,],, w...'..':xs'Lewat,~.,:~,P cl:i, spc)~.,.~.]. !~!Fy"i!~i'LG;-;qit C;,]'~ f;:;,ui;:~].;i.c ]; t...t.i"iC~,:iePS'~i,a.l"ll]l tha'L 'l:.,l"t.~.'i;i!, i:;)E,i'"m.~.'L :i,s val:i.d t'c.u', a Q'h?,~i.{:i, fiiLl, lit a l ~iii(:;) undep star'id 'Ll"'~a'l'.. the cap,:-'_lc i ty o '~' the to'La 1 '~;~O..'st(~.~m. :i. s~ 4 b,;.;.;.;,,:::l r' ,::::,tiros and ariy ,.'-;!.;,r'~].ap(~'.i,'..~:i,r'nei"'.,t. ~,,,i;i. ]. ]. pel:.~u, il"e at"i a,.';;I,'.:~:L'L.:i.c:d'~a. 1 ......... ........................................................................................... .......... SCALE r PERFORMED FOR: LEGAL DESCRIPTION: 2 3 4 7 8 9 12 14 15 16 17 18 2O Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST .,,,,...,(~E,~ll~ .~ER'S SEAL) '~'~. Township, Range, Section: SLOPE SITE PLAN 'ER WAS GROUND WATER ENCOUNTERED? L IF YES, AT WHAT O DEPTH? p Depth to Water Alter Monitoring? ~ Date: Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ ....... F~T~ AND ~;~ FT COMMENTS __ S & S ENGINEERING pi-HFORMEDP..y.. , .,..,,~,,~e,~..l~.l ,,.~. ,~' ' ,~"~~ 72-008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: ROBERT SHAFER, P.E. ROGER SHAFER February £6, !990 CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN FORTUNE ~ROPEgTIES, /NC. 5000 A Street S~ite ~01 Anchorage, At~6~ 99505 REFERENCE~ Lot £; Block I; A6pen Hig/'~t.~tnd6 #1; I £850 Tracy ~lay ~e h~ue completed o~ ~66~66ment o{ the referenced property {or He~th A~tho~Zty Approua~ p~rpo6~6.. A~ dZ~ed in o~r telephone conver~a~io~ wlth yourself, we h~ue ~ound probl~6 oblong ~ and 6~ approu~ on the as~o~ed mo6~ ~lth ~ep~on ~nce en~o~c~e~ b~een the on zne reSerence~ prop~ty ~nd the 6epic Zoned on the ~dj~ce~ Lot 5; Block 1; Aspen There ~a~ been an o~igina~ 6ept/c ~y~tem and two ~pgrad~ i~ed on O~ob~ 1970 ~d ~ por~on of the l~ch{/~d/~ed too ~o~e to the ~. T~6 l~6e~ 6~p~r~on ~6~nce ~6 noted b~ the Borough i~pe~or, howeu~, the 6ep~c i~~on w~6 ~pproved b~ the Anchorage Borough H~h Dep~r~e~. The flr~t ~pgr~de perfo~ed Sept~b~ 1978, had ~ ~rge porton of the l~chfl~d i~ed too ~o~e to the ~. T~4 ~pgr~de ~ l~pe~ed b~ ~ M~p~ I~pe~or m~m~red. The ~econd ~pgr~de p~{o~ed in J~ 1982, ~ too ~o~e to the ~. T~ i~pe~on ~ ~o perfo~ed b~ the ~~t~ ~nd the l~ ~ep~r~on ~nce ~ ~g~n The 6eptlc 6y6tem on the adjacen~ Lot $ wa~ ln6ta~led in July 1985 l~pected by a private enginee~ng ~irm.I In an attempt to ma~nt~n the proper ~ep~ra~lon distance to their own we~l, a portion o~ the ~eptlc ~y~tem ~or Lot $ w~6 in~duert~ntly ln6talled approximately o~ly 94 ft. ~rom os referenced we~ a6 opposed ,to the required 6epa~a~ion d~st~nce of zoo on the referenced property ou~6ide the 100 ft.. protective we~ radi~6 we performed a 60i16 t~6t on the property. Thi6 60i~6 t~6t 6bowed that an upgrade can be performed a6 6hown in o~r attached 6ire plan. 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 Page Two Lot £; Block I; A6pen High,~nd6 #I I£850 Tracy WaV £6, 1990 be ob~ned ~ ~ ~e. Howeu~, ~ ~uoid ~e ~e~ ~6o~ed w~h ~ ~u~ (~pp~ox~V ~750.00) ~o~ m~V ~Z6h ~ ~ ~o ob~n ~ co~o~ ~pp~ou~ "In t~6 ~e, the 6~ wo~d be /66~ed ~ "Con~o~" He~h A~ho~v APprou~ ~nd ~e offen~ng n~ghbor wo~d rec~ue ~ ~o~ce of riordon ~ ~ 6pe~fic ~e ~ for corre~ng the uio~on or 6ee~ng ~ w~u~." We ~o p~fo~ed ~ flow t~t on ~e w~ 6~uing ~e referenced prop~tv on Fgbr~rV 7, 1990. The 6~c ~ Zeu~ ~ m~6~red ~ 60 ft. b~ow the top o~ ~e ~ ~6ing. A m~er ~6 conne~ed n~r ~e pr~re ~nk and ~e flow ~n~ on ~. A~t~ 5~ mZ~t~ ~e ~ Leu~ ~ dr~n down to the p~p (271 ~t..) ~nd the ~Low rate u~ued down ~or the d~r~on o~ the ~ou~ (4) ho~r t~t. From ~ t~t we ~o~nd the w~ to pro,ce I..2 g~o~ per mi~t~ (GPM). T~ '~Low r~e i~ not g~eed to r~n co~, ~u~e~e~ u~o~ ~n ocli. Water ~mple6 were t~ken and te~ted for n/trate~ and coliform barter/a. The Purlng our we~ i~pectZon, we ~ound a depre~6ion around the we~ head. PrZor to oblong ~ H~h C~{i~e, the depr~6ion ~o~nd the w~ m~6t be ~ed, ~e w~ ~6ing e~tend~ to ~ mi~ o~ 12 /nch~ ~bove ground, ~nd the g~o~nd 6~oped~ ~rom ~e w~ h~d. At pre~ent, the next 6rep to obtaining a full H~th Authority Approval i6 to obtain a permit for the propo6ed 6ept~c upgrade, perform the upgrade, then requ~6t a Health Certificate form the Muni~ipa~ty in conjun~on with a ~uer to the neighboring 6eptic 6y6tem. Or, we could reque6t a Health Certificate at pr~ent with the condition6 that the 6ept~c 6y6t~m i6 upgraded next 6pring and a waiver Z6 obtained for the 6eperation dl~tance to the neighbor'~ ~eptic ~y~tem.~ For your information, we z6t~mate the 6eptic upgrade to co6t ~4,600.00 WINTER RATE or ~$,600.00 SUMMER. P?~ya6of how you wi6h to proceed with thi6 property. S/gm unicipality of Anchorage Department of Health and Human Services Tom Fink, 825 "L" Street Mayor P.O. BOX 196650 Anchorage, Alaska 99519-6650 July 27, 1990 CERTIFIED MAIL Mr. & Mrs. Gary W. Maddock 12900 Tracy Way Anchorage, Alaska 99516 Subject: Sewer system on Lot 3, Blk 1, Aspen Highlands #1 PID 017-013-27 Dear Mr. & Mrs. Maddock: In a recent review of a Health Authority request for Lot 2, it was discovered that the seepage trench serving your home is actually encroaching on the 100 foot protective radius around the well on Lot 2. This well has been in place since about 1970; your sewer system was installed in 1985. A review of our file shows that the 1985 upgrade installation was inspected by a private civil engineer. The Health Authority Approval this department signed in 1988 was based on a field inspection by the same engineer; the encroachment was not noted at that time. It is incumbent upon every person installing a sewer system or a well to verify separation distances to all adjacent'wells and sewer systems. Since the well on Lot 2 was already in existence at the time of the sewer upgrade on your property, the burden of protection would have fallen to the property owner of Lot 3. The current encroachment is a violation of AMC 15.65.060B.1, which requires a 100 foot separation. I am notifying you of a violation of that section, and will require that appropriate action be taken to remedy the violation within thirty (30) days from today's date. You will have a choice of either moving the existing trench or obtaining a separation distance waiver to the well on Lot 2. Page 2 Maddock For your information, I am enclosing copies of pertinent file documents, a copy of the site plan for Lot 2, and a list of civil engineers who can prepare the waiver application or design an upgrade to ~he system. If you have questions please call me at 343-4718. Sincerely, Susan Oswalt On-Site Services /so315 Encl. cc: John Smith, Program Mgr. P 492 703 798 RECEIPT FOR CERTIFIED MAIL NO INSURANCE COVERAGE PROVIDED~ NOT FOR INTERNATIONAL MAIL ~ (See Reverse) ~ Sent to Gary W. Maddock Street and No. 12900 Tr acy:_~Way., P.O., State and ZiP Code An~ho~ ge ~ po,taga 99416 Certified Fee Special Delivery Fee Restricted Delivery Fee =leturn Receipt Showing to whom and Date Delivered Return Receipt Showing to whom, Date, and Address of Delivery TOTAL Postage and FeeS ,ostmark or Date RETURN RECEIPT REQUESTED e SEN DE R: Complete items>l_, 2, 3 end 4. Put yOUr address in th~'£R~TUFIN TO" space ~)n the reverse side. Failure to do this will prevent this card from being returned to you ~he return receipt tee will provide ~,ou the name of the person delivered to eno the date of delivery. For adOitlonal feet the following ~ervice~ era available. Con. It postmetter for feet end check box(et) for service(a) requested. 1. [~ Show to whom, date end address of delivery. 2~0[~ Restricted Delivery. ljm On-site Services #502 3. Article Addressed tO: Gary W. Maddock 12900 Tracy Way Anchorage, Alaska 99516 L 3 Blk 1 Aspen Highlands #1 4. Type of Service: Article Number [] Registered [] Insured K~ertified I-IceD P 492 703'798 [] Express Mail Always obtain signature of addressee or agent and DATE IDELIVERED. 6. ~gnature X 8. Aderestee"s Adclre~ (ONLYl/reque~tedand/eepald) MUNICIPALITY OF ANCHO~ DEPT. OF HEALTH & LNVI~ONMENTAL PROI~ECT1ON RECEIVED I~OBEI),T E. COflGDOn ATTORNEY AT LAW HUFF'MAN PLAZA~ SUITE P, O, BOX 110043 ~nCHO~RGE, 4:IL,ClSKt:I 99511-0043 TELEPHONE: AI~£A CODE: 907 345 - 6,tB 03 August 7, 1990 Richard A. Weinig Pletcher, Weinig, Lottridge & Moser 2550 Denali St., Suite 700 Anchorage, AK 99503 Attn: Jana Vanderbrink, Secretary to Mr. Weinig Re: Maddock v. Reid Alaska Environmental Control Services, Inc. Dear Mr. Weinig: Please accept my sympathies regarding the illness in your family. I trust in your absence your secretary can address the concerns in this letter. Enclosed you will find a copy of a July 27, 1990, letter from the Municipality to my clients, the Maddocks, in regard to the sewer system on Lot 3, Block 1, Aspen Highlands #1, as it affects the well on Lot 2 of the same block and subdivision. Your client, Mr. Lee Reid, is the person responsible for having approved the septic system on my clients' lot prior to their purchase in 1988. It is his responsibility to insure that all Municipal regulations were followed. I briefly spoke with John Smith, Program Manager at the Municipality, in regard to this letter. He indicated that applying for a waiver would not be out of the question and, in fact, would probably be the reasonable solution to this problem. Would you please advise Mr. Reid to immediately apply for a waiver and obtain same for the Maddocks' lot. You have until August 27, 1990, to comply with the terms of the Municipal letter. I am confident that Mr. Reid can accomplish whatever needs to be done more economically than either the Maddocks or I. Please send confirmation that Mr. Reid or his designee has either made arrangements to move the existing trench or has obtained or is in the process of obtaining a separation distance waiver for the distance between the sewer system on Lot 3 and the well on Lot 2 and have same to my office by August 20, 1990. If Richard A. Weinig August 7, 1990 Page 2 I have not heard from you by that date, we will be obligated to take the necessary steps and hold Mr. Reid accountable. Sincerely, ~,/~ney at Law REC/kmj Enclosure cc: Mr. and Mrs. Maddock Susan Oswalt, On-Site Services, MOA MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELl_ INSPECTION REPORT NAME IPHONE I []NEW MAILING ADDRESS LEGAL DESCRIPTION U ' / ' J '~ LOCATION / NO, ~ DISTANCE TO: 7¢ ~ Abs°rpti°n area Dwelling/ PERMIT ~O~o~~ ' N 2 Manufacturer ~ S ~ ~ Mate~~ No, of compartments ~ Liq. capacity ~n gallons ' - Inside length Width [~ 5--0 IF HOMEMADE: Liquid depth ~ DISTANCE TO: Well Dwelling PERMIT NO, ~ ~ ~ Manufacturer Material Liquid capacity in gallons ~ 'Well Foundation Nearest lot line ~ ~ DISTANCE TO: PERMIT N~ ~ ~ ~ No, of lines~ Length of each line Total length of lines Trench width Distance between lines ~ ~ 2~ ~ inches ~ N Top of tile to finish grade Material beneath tile Total effective absorption area Length Width Depth ~ PERMIT NO. ~ ~ Type of crib Crib diameter Crib depth Total effective absorption area ~ Well DISTANCE TO: Building foundation Nearest lot line ~ Class Depth Driller Distance to lot line PERMIT NO, ~ DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s} OTHER PIPE MATERIALS b 303¢ SOIL TEST R~TING INSTALLER REMARKS I' PROVED DATE LEGAL "(Rev. 3/78} PERMIT NO. L. E G 1::4 L [:,EPFIRTI'"iEf'.,t'T ....... HEFIL. TH FIN. I> EN',,,'IRONHENTFIL 825 '" S'TF..:E:ET'., f:I!'-,ICFtORF:IGE., Iql.:::. ~'S 2 E;,::l- - ,::1. ';:.~ 2 ~;!.~ ~'."£~ tP:,~! .... S:L:: :Z '-If'- EE:Z :E_::;; E: P,..tl E: F:.". L.U F" ~..~ IF,T.: F::~ LE/.::" ,:.' 8;20642 ::, JOSEF'H f.._ Ft',,.'E N£:,EF.: I_;2 E::.'I. FtE, F'E:N H!GHLFINDS I~'. E OF '.:.'.':OIL. FIE~SORF'TiON ""Y" ...... :, :,] [:1"I ' 'TRENCH MFfXIMUH I'.,IIJMEER OF E:E[:,F:OOHS = 4 SZTL... RFIT'[I'-,IG ,":::, F. ..... i',..BF.':,=' '" '":'":"= THE: RE(.:.gJ I F.:E£:, S I ZE OF' THE E':C~ I L FIE:'5 :]RF'TI ON '5'?':::;TEH I S ' THE LENG]"H [:,IMENSICN I:5 'THE I_Ei'.,IG'FH (IN FEET::, OF THE - '- r'- f F, E.N _. H 0 R [)R FI ! N F' ~ E L E:,. ]"FIE DEF'TFI OF FI TF..'EN'":H '."~R F'IT ~$ THE L':,IE;TFII',IF:E E~E'r'HEE"N THE SL.tRF:FI:::E OF THE 3F.':OLN£, FIND THE ECT]"OM OF ]"lie EXCt.:IYFtTIFiN ,::TN FEET',. THERE I ~ NO SET H I E:,TH F iR TF.~. E"'t',I -'_.HE..:,.-"- 'TFIE .... "' .,..-, bF.'.H,Ef .... C, EI::'TH IE; T!'-IE f I.I.t-,IIM IH DEi::'TH OF' GRFIYEI BETHEEN T'HE: OLI'T'!:::'FIL. L """ "" ...... F. iFE FIi'.,tC, THE Eft:: TT }M r-~F' THE: EXC:Ft',,,'FITI lIN ,:: I N FEET ). t.- E.F..H.[ T I. F F I_ I CFINT HFlS THE RESPONE; 18 t L I TY TO I NF .¢F..M TH I S [:,EPFtR'T'MEt',iT DUR I NG 'T'HE INSTFlLL .... FIT I '"N IhlE F'E". T I .]t'.,!S OF FINY FtELLS FIr:,JACENT TO THZ S F'RuF'ERTY." "FIND THE: NU!',tE~EF.: OF:' RE:L:;IDENCES THRT THE HELL. klILL SE:F:., E. "IF tb..!t C} ,," .... :" ':, ::E .~"-4 ._-:...~ IF- E C: 'T I C-..I ~-,1t "=:; BFICKF. I L.L I t'.,!b": .... _;1::' FtNY SYE;TEM !-~ I THOUT' .F' I NFIL l' Nz, F"' '"EP_.T I L'" N FII'.,t[:, I::IPPRO',?FIL. BY TH I S DEF'FIF;SI"MEhFI' I,.I t LL. ['3E E f. E .~'EC'T' TO PRC'E EC ..IT 101'.,I. MINIMUH DIE;TFINC:E BEI'WEEN ~::~ t,.tEL. L F'IND F:INY ON-SITE SEt,.IFIGE DI'::;I::'OSAL SYS'T'EM IE; ::L00 FEET FOR [::t PR IVFrt"E t.,.IEL. L OR "L50 'TO 200 FEET FROH FI PLIBLIC: WELL.. £:,EF'EN[:,ING :UPON THE TYPE OF PUBLIC I,,~ELL. MINIMLIM [:,ISTFINC:E FROM FI F'RI',,,'FrTE F.IELL TO FI PRIYFITE E;EI,.tER LINE IS 25 FE:ET FIN[:, .:'TO FI COHMLth!ITY SEWER LINE !.S '75 FEET. OTHER F~EQUIREMENTS MFIY FIPPLY. SPECIFICFITIONS FII'.,fD CONSTRUC'T'IOhl DIF:~GF.:Fff,IS F~RE A',,,'FI I LFIBLE 'TO I I'.,tSLIF~:'.E PRC~F'E.R I NSTFtLLFITI ON. [ r: ERTI FY "r'HFfT L' I FIH F'FIHILIFIR I.,.tITH THE REQUIF. EHEI'.,t.:,'"'" · ,!"",- FOF.: CLN-E;ITE SEHERS FIN[:, I.,-!Et....LS:; 9- ,:.."" "...::: :F RI'FH BY THE ML t'.112. I F'FIL 11'Y OF' FIN'3HORRGE. !' I k!ILL INSTFtLL. THE SYSTEM ~1'.,I FIC:C:OF.:E:,FINCE P.IZ'TH THE :: I UNDEF. tSTFIN£:, THFII" THE ON-SITE SEI.qER F;YSTEH MFlY RE-.]UIRE EI",IL. FIRC~EMENT IF' T'HE E.::, I [. EI'JE.E I S REH ']E:,ELE£:: ]"0 t NC:LLIE:,E MC RE THFII',I 4 BEE:,RO ]MS. I GNED ' ~ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT .~UPGRADE MAILING ADDRESS -?-0 0,o, 50o, LEGAL DESCRIPTION L-- ~'' ~- '~ ~--1~] ~(:~J~ ~S 5t ~ BEDROOMS ]Well I AbsorptiOn area Dwelling PERMIT NO- ~~O. ~ Z Manufacturer aterial No. of compartments Liq. capacity in gallons ~ ' - ~ ' I~side length - - Width Liquid depth IF HOME,DE: ~ DISTANCE TO: ~,~ ~ ~ Dwelling PERMIT NO. ~O~ DISTANCE TO: Well~ ~OO Foundat~ ~ Nearestlotline~o PERMITNO. ~~O~ ~m ~O. of I,n~ [ Lon~th of oach~o~ Total Ion~th of I[~ Trench ~,~th~ ,riches Distance b~t~een I,nos Total effective absorption ~ ~ ~ Top of tile to finish grade J~ 'I Material beneath tile __, --~ O inches Length I Width Depth PERMIT NO. ~ ~ Tgp~ of crib Crib diameter Crib dopth Total effective absorption ar~a m ~ t~ ~ ~ ' '~ ~ Building foundation Nearest lot line $ DISTANCE TO: ~ Class Depth Driller Distance to lot line PERMIT NO, ~ DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER ~ ~ PIPE MATERIALS ~ 'IL SOIL TEST RATING . REMARKS ~ ~ / 72-013 t 8) PERMIT NO. r,llJ~-J II: I F'ALIT'¢ £1F DEPARTMENT OF HEALTH AND ENYIRONMENTAL PROTECTION 825 'L' STREET, ANCHORAGE, AK. 99501 264-4?20 OP~--SITES 2~;EIWEFt LIF'I3RA[~E AF'PLICANT .J, D. CAMBRIDGE LOCATION TRACY WAY LEGAL BOX 4-206'9 99509 ~ BLK 1 ASPEN HIGHLANDS S,."D TYPE OF SOIL ABSORBTION SYSTEM IS' TRENCH MR~.IfdUfl NUMBER OF BEDROOMS SOIL RATING "~-- ', '..=,b.! FT,."BR = '~":"S THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS' [:~EF" TH= ::1..O LEI'-.IGT H= THE LENGTH DIMENSION IS THE LENGTH <IN FEET) OF THE TRENCH OR DRAINFIEL.D. 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 OUTFALI_ PIF'E AND THE BOTTOM OF THE EXCAVATION <IN FEET). F'ERMIT RPPLICANT HAS THE RESPONSIBIL. ITY TO INFORM THIS DEF'ARTMENT [:'LIRING THE; INSTALLATION IN=,PEL. TIONm OF ANY WELLS ADJACENT TA THI.-., FR_PEF..I~ FIN[:, THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. TI.--IIi_-I ,:; 2 ::. I I'-,ISPEC:T I I."~_I I'-,IS RF.:E F-:E,T-!IJ I F.:E[:, BACKF ILL I NG OF ANY ""::: =,~_.TEM WITHOUT FINAL INSPECTION AND,~PPm~A',,'¢-'~,_.,,_,, ,,.~ E'Y., THIS DEPARTMENT WIL. L BE SUBJ'ECT TO PROSECLITION. MINIMUM DISTANCE BETWEEN R WELl_ AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS i00 FEET FOR R PRIVATE WELL~ OR 150 TO 200 FEET FROM R PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL.. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. F"ERI'"I I T E.---.P I RES £:'EC:EI"IBEF-." __.T_~.-':::L .... ,,__ r c:, I CERTIFY THAT t: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CO[:,ES. 2".:: I UN[:,ERSTAN[:, THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLRRGEMEN'T' IF' THE RESIDENCE IS ~R-EM[~LED TO INCLUDE MORE THAN 4 BEDROOMS. S I uNE ....... GF'~TER ANCHORAGE AREA BOROI"~H HEALTH DEPARTMENT 327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511 N°. 192 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME 6"~,,4'~ ~ ~r--~:~ ,f~?'~--~'/~'~ ~~ ,-~ LOCATION '-/~'-~'~ ~,~" /'-~ [/~J/~ SEPTIC TANK: DISTANCE FROM WELL ~ ~ LIQUID CAPACITY /,~,-~' ~" GALLONS. MATERIAL INSIDE LENGTH MAILING ~.../'~'~',~/.~;-~,~' ~"'~,.~./,/.,4/2'-~ _ ~ ADDRESS ./ ~ .~_ ~_ /~'~//~ c ~, PHONE - ' ' ~~~~ NUMBER OF COMPARTMENTS / INSIDE WIDTH LIQUID / _ DEPTH ~ SEEPAGE SYSTEM: NUMBER OF PITS LINING MATERIAL NEAREST LOT LINE SEEPAGE PIT: /' OUTSIDE DIAMETER ~ OR WIDTH J~,~' C-~-O/g/(-~_~"z~'~-~//~E . DISTANCE FROM WELL TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) , LENGTH ~.~-~ , DEPIH BUILDING F 0 U N D A T I 0 N~'~':? C7~' SQ. FT. TILE DRAIN FIELD: '~ TOTAL LENGTH DISTANCE FROM WELL , FOUNDATION , NEAREST LOT LINE OF LINES NUM S DISTANCE BETWEEN LINES TRENCH WIDTH /IN. TOTAL EFFECTIVE ~ TIONAEAB RPTION AREA SQ. FT. LENGTH OF EACH LINE %.~ / DISTANCE FROM :- / WATER WELL: TYPE /_~.,~/,z~-~:~'. , DEPTH,~.~_/~;.(~ x/_ , BUILDING FOUNDATION. '-~) SAMPLE /(~'//~-/ , NEAREST LOT LINE /x'~,/>~-, NEAREST ~,~-----~ SEPTIC / SEEPAGE .,- ~- OTHER SEWER LINE , TANK ~' ~ , SYSTEM ~c'~._~--- , CESSPOOL , SOURCES DISTANCES: DIAGRAM OF SYSTEM DATE APPROVED HEALTH AUTHORITY GAAB-HD-2 GREATEF 327 Eagle St. tNCHORAGE AREA' HEALTH DEPARTMENT Anchorage, AlaSka 99501 )ROUGH 279-2511 Case No. /~/ SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT NAME OF APPLICANT RESIDENCE ADDRESS LEGAL DESCRIPTION ~0~' w=,~ ,~,~ ,~ APPLICATION TO INSTALL: SEPTIC TANK /25'0 ,SEEPAGE PIT. TO SERVE THE FOLLOWING FACILITY ,-~ FINANCED THROUGH PERCOLATION TEST RESULTS ~0,~'0~ MAILING ADDRESS PHONE NO. LOCATION OF INSTALLATION ~DRAIN FIELD , OTHER TO BE INSTALLED BY" ~co ~0 ANTICIPATED DATE OF COMPLETION BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT THIS IS TO SERVE AS , PERMIT TO INSTALL A AS DESCRIBED BELOW. SIZE OF UNIT TO BE SERVED · SEPTIC TANK SIZE DISTANCES: Health Authority TYPE SEEPAGE AREA .TYPE DIAGRAM OF SYSTEM I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the above described system is in accordance with said code. DATE APPLICANTS SIGNATU RE Was Ground Water' Encountered?__~_~_ ~: Yes, At What Depth Depth Feet lO-- Reading Location Sketch Det;.t'h To :t20 Net Drop , ® 1 C~... I I [ MUNICIPALITY OF ANCHORAG E~A (,~--~AL PROTECTION-/-~ DEPARTMENT O..EAL ~ 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL ENGINEERING DIVISION Telephone 264-4720 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing, 1. PROPERTY OWNER I PHONE I Jack Cambridqe MAILING ADDRESS PROPERTY RESIDENT (If different from above) PHONE 2. BUYER PHONE Gerald Voorhees 265-0454 MAILING ADDRESS 3, LENDING INSTITUTION I PHONE National Bank of AnchoraqeI 276-1132 MAILING ADDRESS Pouch 7-025 99510 % Ruth 4. REALTOR/AGENT PHONE MAILING ADDRESS 5. LEGAL DESCRIPTION Lot 2 Block 1 Aspen STREET LOCATION 600 Tracey Way 6. TYPE OF RESIDENCE SINGLE FAMILY [] MULTIPLE FAMILY NUMBER OF BEDROOMS [] One ~ Four [] Two [] Five [] Three [] Six [] Other 7. WATER SUPPLY INDIVIDUAL* [] COMMUNITY [] PUBLIC UTILITY * ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM INDIVIDUAL/ON-SITE*~ [] PUBLIC UTILITY **If individual/on-site, give installation date If system is over two (2) years old an adequacy test is required by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010(3/78) _ THIS SIDE FOR OFFICIAL USE ONLY TIME INSPECTION APPOINTMENTS TIME DATE RECEIVED TIME DATE DATE DATE ~TOR INSPECTOR I NSP ECTOR DIRECTIONS: NUMBER OF BEDROOI~S 1. TYPE OF RESIDENCE SINGLE FAMILY [] MULTIPLE FAMILY 2. WATER SUPPLY /J~' INDIVIDUAL [] COMMUNITY [] PUBLIC UTILITY Connection Verified 3, SEWAGE DISPOSAL SYSTEM ~;]~rN D I VI DUAL/ON -SITE []PUBLIC UTILITY Connection Verified []Septic Tank or E~ Holding Tank Size:_~ ,.~,~¢--) If Tank is homemade give dimensions: [] ONE [] THREE [] FIVE [] TWO [] FOUR L~ SIX PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED PERMIT NUMBER DATE INSTALLED INSTALLER SOILS RATING TYPE OF TANK MANUF~,CTUFLER TOTAL ABSORPTION AREA [] OTHER 4. DISTANCES WELL TO: Absorption Area to nearest Lot Line MATERIAL (' · ~ Septic/Holding Tank Absorption Area 5. COMMENTS Sewer Line INearest Lot Line DISAPPROVED DATE 15.[ ESCRIPTION ~ APPROVED FOR ~"__ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) BY (Title) 72-010 (Rev. 3/78) ~____ ~ MUNICIPALITY OF ANCHORAG, '~$~~/ 825 L Street, Anchorage, Alaska 99501 ' ~uest for Approval of Individual Sewer and Water Facilities Property Owner: Mailing Address: Name of Buyer: Mailing Address: Lending institution: Mailing Address: ~cX Phone: Phone Phone:~?~-/~3 ~ Realtor/Agent: Mailing Address: Legal Description: Street Location: Single Family Residence: (/) Multiple Family Residence: Phone: Number of Bedrooms: ( ) Number of Bedrooms: Water Supply: *Individual Well if Individual Well, well depth If Community System, name of system Public/Community System Sewage Disposal System: *~n-site System If On-site System, date of installation: Public System ( ) *NOTE: A well log is required on ALL wells drilled since 6/75. ** If on-site sewer system is over two(2) years old, an adequacy Dest is required by this department. A fee of $25.00 must accompany each request before processing can be initiated. 3/77 1 ~m~ 'Time -~te ':' Date Date Inspector Inspector Inspector Comments Conditional Approval Date Sewer Installed ~_ ~ ~~ Permit No. I j Se~tlc TanR Size / ~x~ Holding Tank Size SoUs Rating Well To Absorption Area Well Log Received Well to Tank APPLICANT FILLSOUT LOWER HALF ONLY ~Mj " " " ' Mailing Address ,,(~_~ '~-""~ '~"~ ~-'~: Buyer Address ' Lendlnglnstltutlon ~., /~ ~ ~ ~ ~~~ Phone Address Legal Description Typ~f Residence ~ Single Family ~ Multiple Family No. of Bedrooms ~ Other Watez Supply /~] Individual [] Community [] Public Utility Sewage Disposal Z~] Jndlvldual [] Public Utility [] Holding Tank ATTACH WELL LOG. A well Icg Is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach Icg if available.) Year Individual Installed: '~'~",,Z~ ~'~(~'~' ~' '" /.~'t When Connected to Public Utility:. NOTE: THE INSPECTION FEE MUST ACCOi ~oANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. STATE!',~ E NT ISAACS PUMPING SERVICE (Norm Tibbetts, Owner) 6218 Quinhagak Street ANCHORAGE, AL~ASKA 99507 Phone 344-0114 TERMS '~ ~ BALANCE FORWARD ISAACS PUMPING SERVICE PAY LAST AMOUNT IN THIS COLUMN APPLIC FILLS OUT UPPER HAl 3NLY . .,~ .dtyone Lending Address Realty Co. ~ A~nt Phone Address Zip Code Street Locati~ Type of Resi~nce ~Single Family ~ Multiple Family No. of Bedroo~ ~ Other Water Supply ~ Individual A~ACH WE~L LOG. A wal log is required for all wells drilled since June 1975, ~ Community For wells drilled prior to that date, give well depth (attach log if available). ~ Public Utility Sewer Disposal ~ Individual Year Indiv~ual Installed: ~, ~ Public Utility When Connected to Public Utility: ~ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector Field Notes: ( ) APPROVED BEDROOMS *CONDITIONS OF APPROVAL ( ) DISAPPROVED ( ) CONDITIONAL APPROVAL* DATE BY: Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received Well to Tank Septic Tank Size 72-023 (3182) May 20, 1982 Gerald Vorhees c/o Admiral Realty Sammye Seawell SRA Box 1691 K Anchorage, AK 99507 Subject: Lot 2 Block 1 Aspen Highlands Approval for the individual sewer and water facilities cannot be granted until the following items have been co~pleted: Exposed electrical wires to %he well head are in violation of the ~unicipality of Anchorage codes and must be encased in conduit. ~Tb.e water analysis report needs to be submitted to this office from the Chem Lab, 5633 B Street, for our review. ~ne septic tank pumped with a receipt submitted to this department. An adequacy test nee¢~s to be performed on the existin(~ leaching area. This test will deter~nine if the syster~ is a~equate according to %~ational Standards. A listing of private firms performing the test is enclosed. This report needs to be sub~itted to this office for our review. Please notify this Department for a reinspection when the noted discrepancies have been corrected. If there are any further questions, please call this office at 264-4720. Sincere!y, Robert C. Pratt Associate Environmental Specialist Arc ,ivil and Geotechnical Engineering Consul A.W. Murfitt Company_ 7127 Old Seward Highway · Anchorage, Alaska 99502 Telephone 349-7531/7533 June 21, 1982 Mrs. Sammye Seawell, Realtor C/O Alaska Zoo Anchorage, Alaska Re: Adequacy test for Existing Septic System on Lot 2, Block 1, Aspen Highlands Subdivision, Unit 1 Anchorage, Alaska Dear Mrs. Seawell, At your request, our office conducted an absorption adequacy test on the existing septic system at the above referenced loca- tion during the period June 14 through June 18, 1982. We under- stand that the septic system consists of a 1,250-gallon septic tank with a seepage pit and a 41-foot drainfield trench. This information was obtained from the Municipality of Anchorage, Department of Health and Environmental Protection files. The septic tank had not been pumped prior to the percolation test. Since the 4-bedroom house had been occupied prior to the test, a normal degree of saturation within the leach and drainfields is assumed. The test was performed in accordance with the "Adequacy Test General Procedures" for Drainfields as published by the Munici- pality of Anchorage. The test was conducted using a four (4) bedroom house criteria as per the existing structure on the site. This requires the addition of 650 gallons of clear water into the system in 50-gallon intervals. Due to the limited (400 gallon) storage capacity of the well on this site, 480 gallons or 80% of the total daily load of clear water was added on day 1 of the test and only 418 gallons of clear water could be added on day 2. Water levels in both the septic tank and seepage pit were measured at 50-gallon intervals. Drainfield water levels were also monitored throughout the test. Water levels in the house bathrooms were monitored and no system backup was observed during the test. The test was initiated__~n--J~-_~and was completed on June 18, A 2-day delay due to_~ell prob~ occurred between the normal first day and _~ee~nd da~cedures. Clear water was added to the system at a maximum sustained rate of 5 gallons per minute. For this test, the water was added to the septic tank. The attached Table of Mrs. Sammye Seawell Page 2 June 21, 1982 Test Data represents the depth of liquid in the septic tank and seepage pit, and the quantities of clear water added. Based on our test observations of well production and water levels in both the septic tank and seepage pit on days 2, 3 and 4 (water levels within 1-1/2 inches), and on the fact that the system did not appear to be in danger of backing up; we conclude that the current on-site sewage disposal system is adequate for a three (3) bedroom structure. We note that we could find only three (3) designated bedrooms in the house at this time. The intent may be to add an additional bedroom in the basement of the house. We trust that the foregoing information and data will be sufficient for the Department of Health and Environmental Protec- tion to make a favorable decision on the adequacy of this system. The septic tank must still be pumped and the receipt turned in with this report. In addition, we recommend that system clean-out lines be checked to ensure that they are free from debris since it was evident that the septic tank had not been pumped in some time. If you have contact us. any questions, please do not hesitate to Sincerely, Allan W. ~u~fitt' Allan W. Murfitt, P.E. Civil Engineer 4977-E CC: Dept. of Health and Environmental Protection Municipality of Anchorage Mr. R.C. Pratt, Associate Environmental Specialist Date ABLE OF TEST DATA Lot 2, Bz~ck 1, Aspen Highlands Subdzvision Depth in Septic Tank Depth in Water Meter Seepage Pit Added Reading Remarks 6/14/82 11:05 am Day I 6/14/82 1:10 pm 6 1tI 5 1" 5 1" 5 0" 4 11" 4 10" 4 10" 4 9" 4 9" 4 10h'! 5 10" 5 10" 5 9~" 5 9" 5 8" 5 7" 5 6~" 5 6" 5 5~" 5 5" 21424 Initial 50 21474 50 21524 50 21574 50 21624 50 21674 50 21724 50 21774 50 21824 80 21904 End TOTAL 480 gallons 6/15/82 5'6" 5'8~" Day 2 24 hr. reading Note: The test was not continued this date due to a malfunctioning well. 6/16/82 Well repaired/recharged 6/17/82 9:27 am Day 3 6/17/82 11:30 am 5' 6~" 5 3~" 5 5" 5 0" 5 0" 4 11~" 4 11" 4 10~" 4 11" 5 0" 5'11~" 5 10" 5 9~" 5 9" 5 8" 5 7" 5 6~" 5 6" 5 6" 5 5~" 21904 Initial 50 21954 50 22004 50 22054 50 22104 50 22154 50 22204 50 22254 50 22304 18 22322 End TOTAL 418 gallons 6/18/82 11:30 am Day 4 5'7~" 5'8~" 24 hr. reading MUNICIPALITY OF ANCHORAGE Department of Health & Human Services DIVISION OF ENVIRONMENTAL SERVICES 343-4744 Parcel I.D. # CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include lOt, block, subdivision, section, township, range) Lot 2; Block I; Aspen Highland #I Location (address or directions) 12830 Tracy Way (b) Property oWner Mailing Address (c) Lending Institution Mailing Address I~8.~0 T~aoy Way; A~hn~ag~; A~ax~a Business Telephone (d) Real Estate Company and Agent FORTUNE PROPERTIES~ INC. ATTN: Mart~ Address 3000 A street Suite #101 Anchora.qe, Ak. 99503 Telephone 562-7653 Mar.qeson (e) Mail the HAA to the following address: (or check here I~(if hold for pick up.) List contact person and day phone number below: ~ ~,~ :5 5NGINEERING Eagle River, Alaska 995~ 2. TYPE OF RESIDENCE Single-Family ~ Number of bedrooms 3. WATER SUPPLY Individual Well ~ Community [] Public [] Note: If community well system, must have written confirmat, ion from the State Department of Environmental conServation attesting to th legality and status. 4. SEWAGE DISPOSAL On-site I~ Public [] Community [] Holding Tank [] Note: If community well system, must have written confir'mation from the State Department of Environmental Conservation attesting to the legality and status. 72-025 (Rev. 7/88) Page 1 of 2 e],eG ssedppv euoqdele.L wJ!:l ,to eWeN · uo!],oedsu! s!q) )om, ep eq) uo 3oe)je u! suo!)elnBeJ pue 'seoueu)pJo 'sepoo e)eTS pue led!o!unlhl lie LII!M eoue!ld~uoo u! s! 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GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include lOt, block, subdivision, section, township, range) Lot 2; Block I; Asp6n Highland ~I Location (address or directions) 12830 Tracy Way (b) Property owner Mailing Address Jo~ Lav6nd~r Telephone · (home) 12830 Traey Way, Anchorage, Alaska Business (c) Lending Institution Mailing Address Telephone (d) Real Estate Company and Agent FORTUNE P~0PERTIE_q; INC. ATTN; Address 3000 A Telephone 5~9-7~57; Ma~y Mango. son (e) Mail the HAA to the following address: (or check herek./~f hold for pick up.) List contact person and day phone number below: S & S ENGINEERING 17tt'~4 Ea~_le Rib, er Loop Road No. 2~ Eagle River, Alaska 99577 2. TYPE OF RESIDENCE Single-Family ~ Number of bedrooms 3. WATER SUPPLY Individual Well Community [] Public [] Note: If community wel!. system, must have written confirmation from the State Department of Environmental Conservation attesting to th legality and status. " 4. SEWAGE DISPOSAL On-site I~ Public [] Community [] Holding Tank [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 72-025 (Rev. 7/88) Page 1 of 2 · ;/6~ O'Ol ~X~N .X~i~q~yns p~nu~uoo sII~ ~ ~nsu! o~ p~o~ad ~q 6uy~sa~ oIpoIxad ~q~ p~saBBns s! ~y pu~ s~S 6UT~STXS s~sq~ X~adox~, STq~ ~o~ II~ eleC] sseJppv euoqdelel wJ!_-I jo eweN 'UO!lOedsu! s!41 jo elep eql uo lOC,ge u! suo!lelnbeJ pue 'seoueu!pJo 'sepoo elm, S pue led!o!unlAl lie LII!~ eoue!tdLuoo u! s! LUelSXS lesods!p JeleMelSe~ ~o/pue/~lddns JeleM el!s-uo e41 'uo!loedsu! pue uoRe6!lse^u! /~Lu LUOJJ pue Sel!~ eSeJo4ouv to ~!led!o!unlAI e41 LUOJJ peu!elqo uo!leuwolu! e41 uo peseq le41 X,tpe^ JeLilJn,~ I 'u!eJeLI peleo!pu! eJnlonJ~,s jo edXl pue suJooJpeq to JeqLunu eql Joj elenbepe pue leUO!lounj 'eles s! Luels~s lesods!p Jele~@lse~ Jo/pue /qddns JeleM el!s-uo ell1 leLl1 S~OLIS le^oJddv ~lpOLIlnV 41leaH s!q! jo uo!leB!lse^u! ~w ~eql/;J!JeA I 'MOleq UMOMS elep uo!lePile^ eql jo se pue o~eJeq pex!j,te leas ~w ~q Pa!J!lJeo sv NOI/YVtlI:IO-INI aNY vJ. va 'HOUY~iS =rll-I 'SJ.S=IJ. 'SNOIJ. C)=IdSNI IDNIOIAOI:ld INbll-I 9NII:I=I=INIIDN=I .g MUNICIPALITY OF ANCHORAGE (MOA) Health Authority Approval (HAA) 343-4744 Legal D~scription:~~ ~ Well Classification Well Log Present (Y~) Total Dept h~ ~--'~ ~' If A, B, C, D.E.C. Approved (Y/N) - /r-~ r~ Yield r~' ~ ~ ~ Cased to zlfc='l~ Depth of Grouting ~ ~.( '~.---~ -'¢~ 6::)) Date Completed Static Water Level (~"~=" ~ Casing Height Above Ground Electrical Wiring in Conduit~N) SEPARATION DISTANCES FROM WELL: To Septic/~ Tank on Lot Pump Set At Sanitary Seal on Casing (~N) Depression Around Wellhead (Y~ ; On Adjoining Lots To Nearest Edge of Absorption Field on .Lot ~ O ct" ; On Adjoining Lots "~ (¢'~ To Nearest Public Sewer Line I~/~~' To Nearest Public Sewer Cleanout/Manhole ~'/'~ To Nearest Sewer Service Line on Lot ~-~' ~J~ Water Sample Collected by '~"~' ~;::~1~"~'~I,~--~ ;Date '"~-I~-.-~O B. SEPTIC/HOLDING TANK DATA Date Installed '~:L~S ize Standpipes~N) Depression over Tank (yfr~:~ Pumping/Maintenance Contact on File {Y/N~,~i Holding Tank High-Water Alarm (Y/N) SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK: To Water-Supply Well To Property Line To Water Main'/Service Line Air-tight Caps (~/N) No. of Compartments 7 Foundation Cleanout(:[:2;~) Da~e Last Pumped ~---~ I~/~, ; for -- Temporary Holding Tank Permit (Y/N) To Streamr, Pond, Lake or Major Drainage Course To Building Foundation To Disposal Field Y Comments 72-026 (Rev. 7/88) Front Page 1 of 2 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata '~...'Z..~' '~'/'~'~/'Z.. Type Date Installed '1 --- 'Z.,c)-- ='tc> Length of Width of Field ~--.~ Depth of F Gravel Bed Thick, Square Feet of Absortion Area ~ \ ~-' '~ Statndp Depression over Field (Y?~ r~t Date of L~ Results of Last Adequacy Test ~~ ~'~'~ ~ SEPARATION DISTANCE FROM ABSORPTION FIELD: To Water-Supply Well ~ c::~*~ ~ To Prop~ To Building Foundation I Lot ~ ~ ; On Adjoining Lot To Water Main/Service Line ~, ~ ~r' To Cutb~ To Stream, Pond, Lake, or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments D. LIFT STATION E~alled ~ Dimensions Size in~ _ Manhole/Access (Y/N) : i'.P. urn,p_ O n" _Level a~~., "Pump Off" Level at _ High W?terAlarm Level'at~ · Vent (Y/N)_ ~ _ Tested for -"~~ Pumping Cycles during Adequacy Test. ~l~emtSmeMn?; Electrical C°des (Y/N)~~ · *Check Permitted Bedroom Rating Against HAA Request** ~ I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effectdate~on the f this S & S ENGINEFf[~,t'~: 17034 Eagle R:i~,~,' ¢.~.p ~eaci No, 204 inspection. Signed Company Date MOA No. Receipt No. Date of Payment Amount: $ Receipt No. Waiver Fee: $ Date of Payment Page 2 of 2 72-026 (Rev. 7/88) Back CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC. 5633 B STREET · ANCHORAGE, ALASKA 99518 · TELEPHONE (907) 562-2343 FEDERAL TAX I.D. #92-0040440 ANALYSIS REPORT BY SAMPLE for Work Order # 25238 Date Report Printed: JUL l? 90 ~ 12:15 Client Sample ID:L2 Bi ASPEN HIGHLANDS #1 PWSID :UA Collected JUL 6 90 @ 15:50 hrs. Received JUL 6 90 ~ 16:00 ks. Preserved with :AS REQUIRED Client Name : S & S ENGINEERING Client Acc# : SNSENGP P.O.# NONE RECEIVED Req # Ordered By : R. SHAFEH Analysis Completed :JUL 11 90 Send Reports to: Laboratory Supervisor :STEPHEN C. EDE 1)S & S ENGINEERING ReleasedBy : ~ ~ ~./ 2) Special Instruct: Chemlab Ref #: 902289 Lab Smpl ID: 3 Matrix: WATER Allowable Parameter Tested Result Units Method Limits NITRATE-N 5.8 mg/1 EPA 353.2 10 Sample ROUTINE SAMPLE. Remarks: SAMPLE COLLECTED BY 1 Tests Performed * See Special Instructions Above UA-Unavailable ND- None Detected '* See Sample Remarks Above NA- Not Analyzed LT-Less Than, GT-Greate~ Than CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC. TELEPHONE (907) 562-2343 563~ B Street Anchorage, Alaska 99518 Drinking Water Analysis Report for Total Coliform Bacteria TO BE COMPLETED BY WATER SUPPLIER ,_PRIVATE WATER SYSTEM Name Mailing Address Phone No. S & S ENGINEERING 17034 Eagle River Loop Road NO. 204 Eagle River, Alaska 99577 City State Mo. Day Year SAMPLE TYPE: ~ Routine [] Check Sample (for routine sample with lab ref. no. [] Special Purpose Zip Code .) [] Treated Water [] Untreated Water SAMPLE Time NO. LOCATION Collected READ INSTRUCTIONS BEFORE COLLECTING SAMPLE Collected TO BE COMPLETED BY LABORATORY saSiS shows this Water SAMPLE to be: tisfactory [] Unsatisfactory [] Sample too long in transit; sample should not be over 30 hours old at examination to indicate reliable results. Please send new sample via special delivery mail. Date Received Time Received Analytical Method: Membrane Filter * No. of coloniesll00 mi. Lab Ref. No. Result* BACTERIOLOGICAL WATER ANALYSIS RECORD Membrane Filter:. Direct Count ~ Verification: LTB BGB Final Membrane Filter Results , Reported By ~-~_.x ~ate Time: TNTC = Too Numberous To Count OB = Other Bacteria Analyst Collform/lO0ml Collform/lO0ml a.m. p.m. PART ~ OF TWO REMA I NDER TO FOI. LOll August 9, 1990 ROBERTSHAFER, P.E, ROGERSHAFER CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 ATTN: S~san Oswalt REFERENCE: Lot 2; Block I; Aspen Highlands #I D~ar Ms. Oswalt, Request you issue a property line waiver for the seepage trench located on the referenced property. The ar~a where the new trench could be located was extremely tight and probably should have been instated with the property line surveyed, however, in order for the trench to be installed and maintain a level trench within existing contours and to maintain desirable vegetation the trench was inadvertently placed within 4' plus or minus of the property line. Location of this trench does not impact adjoining properties and will not have an adverse affect on an up-grade of the adjoining septic system. See attached as-built survey. ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN If we may be of further service, please contact Sincer~ z RD~ERT A. ~FAFER, P.E. /~/gm MUNICIPALITY OF ANCI"IOP, At3E DEPT, OF HEALTH & ENVIRONMENTAL PROTECTIOI~ RECEIVED 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 unicipality of Anchorage Department of Health and Human Services Tom Fink, 625 "L" Street Mayor P.O, Box 196650 Anchorage, Alaska 99519-6650 343-4744 August 9, 1990 Robert A. Shafer, P.E. S & S Engineering 17034 Eagle River Loop Road Suite 204 Eagle River, Alaska 99577' Subject: Waiver Request for Lot 2 Block 1 Aspen Highland Waiver Request ~WR900028, PID ~017-013-26, HA900306 Dear Mr. Shafer: Your request for waiver of the required 100 foot separation of a septic system to a private well has been approved. The approved separation distance is 94 feet from the well on Lot 2 Block 1 Aspen Highland ~1 to the septic leachfield on Lot 3 Block 1 Aspen Highland ~1, and to a lot line of 2 feet. This waiver does not address the encroachment of the wastewater disposal system into the 10 foot wide utility easement. This waiver approval applies to the existing septic system to well separation only. Any future upgrade to either will require all separation distances be met or another approval from this department. J~/n Smith~' P.E. ~ogram Manager On-site Services JS/ljm HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOILTEST ROBERT SHAFER, P.E. ROGER SHAFER August 9, ~ClPALITY OF ANCHOEAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 CHUGACH ELECTRIC ATTN: Jim Topols ki Right-A~ ~par~ent 5601 Minn~ota Auenu~ Anchorage, Al~a RECE'IVED REFERENCE: Lot 2; Block I; A6pen High,nd6 Subdivision No. I ~ear Mr. Topo.~kJ., ReRu~t you issue an encroachment agreement l~chfi~Id located partially on your right-away. shows the ~xact location of the encroachment. for a deep trench The attached drawing Thi~ property is owned by Mr. Joe Lavender who i~ out of State at th~ pr~ent time. As his repr~entative in t~ r~q~t, pl~ forward ~l corr~pond~nc~ to: S ~ S ENGINEERING ATTN: Robert A. Sharer 11054 Eagle River Loop Road Suite 204 Eagle River, Alaska 99577 The cl~anout located on your right-away will be physically marked. The cl~nou, t will be cut off at ground level and a r~bar will b~ in~erted along side the pl~tic ~b~ ~o ~ can b~ lo~t~d with a m~ta~ d~ctor if r~q~r~. If you have any further questions, pl~as~ contact us. PERCOLATION TEST A. SHAFER, P.E. STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 '"'F"oT4c. 'F'o,~,,'v'rs: = /~'.38 ROBERT SHAFER, P.E. ROGER SHAFER August 6, 1990 CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 REFERENCE: Lots 2 & 3; Block I; Aspen Highlands #I Request you issue a waiver for the horizontal separation distance between the well on Lot 2; Block I; Aspen ~hiands #I and the septic system leachfield on Lot 3; Block I; Aspen.Highlands #I at 94 ft. The well on Lot 2, has been in place since 1970 and the septic system leachfield on Lot 3, was installed in 1985. The septic installation was inspected by a private Engineering firm. This lesser separation distance appears to have been ~ither overlooked or mismeasured. There is no well log for the referenced well, however, data collected during a recent flow test shows the well to have a static water level of 60 ft. and an approximate depth of 271 ft. This large difference in static level and well depth usually denotes a water source from a confined aquifer. Otherwise, if the aquifer was actually at 60 ft., then the well would not have been drilled so deep. The assumption of a confined aquifer is further supported by reviewing well logs for several of the surrounding properties. These well logs indicate several soil layers of differing consistencies including clayey gravel and hardpan. Believing the water source is a confined aquifer this would place the aquifer at a greater depth than 60 ft. a confining soil layer would also decrease the possibility septic effluent within the leachfield from making its way to the well. A risk analysis was performed using the Department of Environmental Conservations (D.E.C.), Separation Distance Waiver Guidelines and it appears that no bacterialogical pollution is possible from this source. The results of our risk analysis is as follows: Ae WATER TABLE: AS diScuSSed, the static water level within the well at 60 ft. should not be used as the aquifer depth. Instead, an inspection of several area well logs (attached) shows water first encountered within bedrock between 220ft. - $00ft. USING AN AQUIFER DEPTH OF 220ft .... 7.6 pts. 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 Page Two Lots 2 ~ 3; Block I; Aspen Highlands #I August 6, 1990 SOIL SORPTION: There are various soil layers and types b~tween the leachfield and the aquifer as denoted on the w~ll log. The soils immediately b~low the leachfi~ld are silty sands and gravel as shown on the soil log performed prior to installing the systems. USING AN AVERAGE SOIL TYPE OF SILTY, SAND, ~ GRAVEL WITH SMALL AMOUNTS 0~-CLAY .... 2.5 pts. C. PERMEABILITY: USING THE SAME SOILS AS BEFORE... 2.0 pts. WATER TABLE GRADIENT: It is difficult to impossible to determine the true water table gradient since the water appears to be coming from the fissures within the bedrock. The true gradient would equal the slope of the fissure. However, the slope of the bedrock can be estimated using the w~ll logs. It appears the bedrock slope is similar to the topography of the land which is nearly flat between the referenced w~ll and septic system. USING 0% SLOPE... 2.9 pts. E. HORIZONTAL SEPARATION: THE SEPARATION DISTANCE IS 96 ft .... 2.8 pts. TOTAL POINTS = 17.8 It is our opinion that the horizontal separation distance prescribed by 18AAC72.021 is not required in this ~ase. If you require additional information for your review, please contact us. Sine ~ly, SCALE .-.,.. .-.,~ '"': ~ ~ .. .... . ?;.!,.: .,- DOTTEN DRILLING' CO. Iohn's bid ~..~,..,.?'.. ',,'~" SPENARD, ALASKA .:., '; :; We advise ~ to attach thh ceflificme to your deed. ,:',,,f, % ...~, ... :~. ' ..:.'.. '..,,. -.'...'. ,,". ,.. ' ,.: ~ .:,.- ' ' '.~, :~/'.',,.:.,~,:..- ~, OF' WELL. :~'73~0.00 INCLUDE~ Ai.I. LABOR AND MATERIAL FOR COMPI. E'I'ION OF 8AID 'CHECK PAYABLE TO RAMPART DRILLING WORl(g F'OR TI i~ SUM OF' iiTHANK YOU VERY I~?JCH. BERNIE CLAUS OF RAMPART DRILLING WORK~ SERVICE CHARGE:OF IK, I$ PER MONTH WII.L BE TO: The file: FROM: Susan Oswalt , ! Subject: Lots 2 and 3, Blk 1, Aspen Highlands #1 Following receipt of the letter from Mr. Congdon, a copy of Mr. Weining's letter, and the explanatory letter from Lee Reid, Dan Bolles and I made a site visit to the subject lot. As a result I have the following comments to make: Our rough field measurements indicate that the system on Lot 3 is either too close to the well on Lot 2, or else too close to the well on Lot 3. I would like to see technical information on the type of metal detector used to locate the lateral sewer line. The Metrotech Company has been out of business for about 10 years; while they were in business, detector models they manufactured were unable to accurately detect to a depth of 8 feet below grade, where the lateral line is located. Dr. Reid states now that the system has a '°dog leg" in it. However, three pages of field notes and the official stamped and signed inspection report do not support this position. If the system was in fact installed in this manner, an amended inspection should have been filed with our office. The municipal code requires a separation of 100 feet between the nearest edge of an absorption field and a private well. References in the notes indicate measurements were made to the actual lateral line rather than the edge of the excavation. Naturally we are unable to know exactly where the edge of the excavation is, but normally a lateral line is placed about in the center of a trench excavation. Trenches generally are slightly greater in width than the backhoe bucket used to dig them. That means that the excavation would extend about 18-22 inches on either side of the pipe. If this is the case, by Dr. Reid's own measurements a violation exists. I have discussed this situation with my supervisor, John Smith, and he has directed me to take no further action since a separation waiver to the well on Lot 2 has previously been issued. /331 I~nclineeril~cI ~ ~nuironmenld Studies P. O. Box 240668 Anchorage, AK 99524-0668 (907) 279-5553 *** FAX (907) 276-8706 September 6, 1990 Municipality of Anchorage Department of Health & Human Services 825 L Street, Fifth Floor Anchorage, AK 99501 ATTN: John Smith RE: Lot 3, Block 1, Aspen Highlands MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION RECEIVED Dear John: As we discussed on the phone, I maintain that the distance from the seepage trench on Lot 3 to the well on Lot 2 is not less than 100 feet, Here is my rationale. The old system on this lot was within 100 feet of the well that was located on the lot to the west. When we moved the septic system we had to consider the wells on Lot 2 and Lot 3. By the NE corner of the house we ]]ad a small corridor through which we could pass and maintain the 100 feet separation distances. At the NE corner of the house the edge of the trench is 10.5 feet from the house. See the copy of the field notes of Alan Wien. The distance from the well's edge on Lot 2 to the corner of the house on Lot 3 is 113.5 feet. The difference between 113.5 and 10.5 leaves 3 feet. The trench width is 2.5 feet. At the NW corner of the house the distance ~s about 12 feet. See attached. In reality, the system runs parallel to slightly toward the house. Just past the NE corner it starts to turn slightly northward to the end standpipe. If you visit the lot you can see where the earth has settled over the trench. It verifies the position as 100 feet from the well. Mr. Ned Newton and I used an electronic locator and a metal snake to verify the pipe locations. The location falls right in the sunken area. In hind sight, it would have been better to exaggerate our site plan to show this dog leg. We did note on our inspection report that the distance is 10.5 feet to the foundation from the system. Neither Susan Oswalt nor S&S Engineers contacted me to ask for a clarification or a verification of the distances. A simple phone call instead of Susan's threatening letter to Mrs. Maddock would have been all that was necessary to clarify the problem. The confrontational approach without all of the facts is usually counterproductive. Everything I have on my file and what I hsve measured in the field indicates that the trench is at lesst 100 feet from the well edge. I do not think a waiver is necessary as the system is 100 feet from the closest edge of the well. LCR/sr Sincerely yours, PhD, PE, DEE MAILING ADC)IR~S~ LEGAL DESCRIPTION LOCATION Jmes / ~Ou. TF.,~ RATING /~c., I."7 I).OBEI~T E. COflGDOfl . A'I-I'ORN~'Y AT I.iW HUFF'MAN PLAZA, SUIT~ ~'0~ P, O. BOX 1100'4'3 AflCHOg, gGE, flLRSKR 99511-0043 T~'L£PHONE AREA COOE gO? September 5, 1990 Susan Oswalt On-Site Services Municipality of Anchorage Dept. of Health & Human Services P.O. Box 196650 Anchorage, AK 99519-6650 Re: MUNICIPALITY OF ANCHO~E DEPT. OF HEALTH & ENVIRONMENTAL pROTECTION P, ECEtVED Sewer System on Lot 3, Block 1, Aspen Highlands #1 PID 017-013-27 Dear Ms. Oswalt: Enclosed please find a copy of an August 29, 1990, letter from Richard Weinig, attorney for Lee Reid, inspector of the sewer system installation on the above-referenced property. The letter is self-explanatory. I trust by now you have discussed with Mr. Reid his measurements. If you do not find Mr. Reid's explanation satisfactory, would you please let me know. In the meantime, I will assume that the Maddocks need not make any further reply to your letter of July 27, 1990. Thank you for your attention to this matter. Sincerely, REC/kmj Enclosure cc: Mr. and Mrs. Maddock JOHN W. PLETCHER, RICHARD A. WEINIG ATTORNEY AT LAW DOUGLAS D. LOTTRIDGE ATTORNEY AT LAW LARRY Z. PLETCHER, WEINIG, LOTTRIDGE & MOSER ASSOCIATED IN THE: PRACTICE OF LAW ANCHORAGE, ALASKA 99503 TELE:PHO NE FAC$1 MI August 29, 1990 AUG 3 o '1990 KELLY C. FISHER ATTORNEY AT LAW CHARLES M. MERRINER ELLIOTT T, DENNIS ATTORNEY AT LAW TASHA H. PORCELLO ATTORNEY AT LAW Robert E. Congdon Huffman Plaza, suite 206 P.O. Box 110043 Anchorage, AK 99511-0043 Re: Maddock v. Reid Alaska Environmental Control Services, Inc. Dear Bob: I have good news for you. On Tuesday, August 21, 1990, Lee Reid and Ned Newton made a precise measurement of the separation distances between the Maddock septic system and the well radius curves. The Metrotech locator was used to measure the length of the septic line. The li~ne fal!s one foot outside both hundred foot well radius curves. The Susan Oswalt letter of July 27, 1990 appears to be based upon an erroneous survey by Robert Shaefer of S & S Engineering. That survey assumed that the Maddock septic system was installed in a straight line. It was not. As the attached field drawing prepared by Lee Reid indicates, the line was built with a slight dogleg in it which skirted the outside of 'the 100' well radius circles. It seems to me as if our main task is to persuade Susan Oswalt or her superiors at the Municipal Department of Health and Human Services that Reid's measurements are correct and Shaefer's are wrong. Lee will contact Susan in an attempt to determine what proof she needs. If she does not accept the Metrotech locator's results, Lee suggests that a trench be excavated and the line Robert E. Congdon August 29, 1990 Page 2 measured by hand. We should talk and work out details before you take further action. My Best Regards, PLETCHER, WEINIG, LOTTRIDGE & MOSER Richard A. Weinig w/jv