HomeMy WebLinkAboutMOUNTAIN TERRACE ESTATES #1 BLK 1 LT 1 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: ~,¢4c-lz~ O ~,~ PID Number: Name: .~._._._._._._._._=,._,~_.,~._ ~....~2 ~[ i ~..._... Wastewater System: D New XUpgrade Address: ~ ~ ~, ~+, ~4~, ~S~ ABSORPTION FIELD Phone: "~1 ~ ~ ~ DeepTrench ~hallowTrench ~Bed ~Mound ~Other Soil Raling: Total Depth from original grade: LEGAL DESCRIPTION · ~. ~ ~,s~.~,. ~ v~ - L~t: "Block: Subdivision: Depth to pipe bottom from oriaina~grad~ Gravel depth beneath p~pe ~ownshi,.,I,~ ~ Ran,e: ' /A' sect,o~/~. ,i,ladded above originalgrade:o -- ~ * Ft. Gravellength: --' [ ,,. =Gravel width:./ Number of lines: 10istance betweenl lines: ~ ~ New Q Upgrade ~ 6 ~ Ft. ~ I [¢ FI, ~lassilicati~~ Total D~ ~ To: Total absorption area: Pipe material: Driller: ~ Date edlled: SlaticWater Level: Installer: Date ipstallpd: Yield: ~¢1,.~,~.,~,: .~ , CpMI Ft. I %Zt' SEPARATION DISTANCES u Septic ~ Holding ~S.T.E.P. TO Septic Absorption Lilt Holding Public/Private Manufacturer: Capacity iR 9aHuns: ---- I [ Material: Surface 1 Lot ~ I Size in gallons: Manufacturer: Foundation ZG '~ ~O '~ ~1~ ~ J~ ~ "Pu.~p o."+,level,, at: "Pump~[of," ,level al: High ~water alarml, at: / Pump Make&Model [ Electrical lnspections performed by: cur,.,. ~1~~1~~/~~)~~ ~¢~ ~-~ ~~'~ Drain , , , Remarks: ~1(~1~ b~J~ ~ /~~ BENCH MARK Localioa and Oescripbon: , ,-" Assumed Elevation: . ..~ ENGINEER'S SEAL ns ection ,e for d at s: Department of Health/~ ~/~ Human~ices approyal/___ '~:~:'.//~-~ ..'~ 72-013 (Rev. 9/91) MOA 25 cio Permit No. ~v,J q' ~o.~I~ -.~ Page '~ of Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVIC ES DIVISION's'. '" ~ P.O. Box 196650 · Anchorage, Alaska 99519-6650.° Telep.hone: 343-4744 On-Site Wastewater' Disposal System and/or Well In~p. eCtio,n.':Report,:i"i[ :: Legal Description: 4-0 CE-7953 72-013 A (1/93) ' offroy A. Garnoss CE-7953 CARCEL ELECTRIC INC, 10410 FINbSY(;IR, ' ANCHORAG~AK, ~)01,~40.40~0 ' 007 RECEIVED 001' I 919~5 Municipahty ol Anchorage Dept. Heal[h & Human Services Paddock Lsne I~onty, the wir£~r~ that Carcel did ~-~, Lot ']'e~rast Est. ~i Subd~vis~oa w~ d. or~e a~ ~e~' Electrica~ Code. My EJ. Lio, ~ i~ Ij,~97~, i.( /0 ~/~ PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPt~TMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGR3~DE) PERMIT PERMIT NUMBER:SW940383 DESIGN ENGINEER:ALASKA WATER & WASTEWATER SERVICES OWNER NAME:KORTIE STEVEN W OWNER ADDRESS:16831 KING'S WAY DR ANCHORAGE, AK 99516 PARCEL ID:02012112 LEGAL DESCRIPTION: MOUNTAIN TERRACE ESTATES ~I1 BL K 1 LT 1 LOT SIZE: 64033 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALI, CONSTRUCTION MUST BE IN ACCORDANCE WITH: DATE ISSUED: 10/04/94 EXPIRATION DATE:10/04/95 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE NKINICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AACS0) . 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 (24 HOURS) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: THE OUTER EDGE OF pJ~.~IELD MUST BE SETBACK a MINIMUM Rick/vlystrom, Mayor Municipality of Anchorage Department of Health and Human Services @25 "L" Street P.O. Box 196650 Anchorage, ^laska 99519-6650 May 11, 1995 Steven W. Kortie 16831 King's Way Drive Anchorage, Alaska 99516 Subject: Lot 1 Block 1 Mountain Terrace Estates Permit ~ SW940383, 'PID ~020-121-12 This is to advise you that your on-site wastewaner disposal system (upgrade) permit ~swg&0383 has been rescinded as of this date. Information recently collected by your civil engineer, Jeffrey Garness, P.E., shows that very shallow groundwater is present throughout the area previously chosen as the upgrade site. If an alternative site can be located by your engineer, it wiI1 not be necessary to obtain a new permit if this is done prior to the expiration date of October &, 1995 of the existing permit. If there are any further questions regarding this matter, please call our office at 343-4744. Sincerely, ~ Robert W. Robinson Civil. Engineer On-site Services RWR/ljm Alaska Water & Wastewater Services "Preserving The Last Frontier" R[CEIVED July 19~ 1995 JUl,. 1 9 1995 Municipality of Anchorage Dept, Health & Human Services Hunicipality of Anchc)rage Department of 14ea;ith and Human Services Division o? Environme~nt;a] Services On-Site Services Section P.O, Box 196650 k,>f. S(~pLlc. oy.,beln R~,,)l.io(.me. nt for L. ot 1¢ Mountair~ Terrace Estates ~tl Per our mee. I;ing or} 6/22/95, [ al'n resubmi, tbiFtg the subject design with the mutually agreed upon modifications. The changes Wet8 necessary after spriRg water fi/C) D~. tO) r i rig ~ ndicated a high 9roiu]dwate r condition which was not accounbed for in the original design. Comlaents regarding the design are as follows: Trench design: The soils testing dona on 8/25/94. indicated percolalsion rates between 10-i. 5 mii'~utes per inch:, For bhis design i assumed a percolabion rate of .6 gpd/ft2. Since bhe e)<isbing horn~ has 3 bedrooms, the design flow rate is 450 gpcl. Based tlpon this criteria, the required absorption area is 750 ft2. The proposed trench is 150 feet long, five 'feet wide, providing an absorption area of 750 'l:t2. Ou6~ the 'FaoL thab a major portion of the brench is oubside 50 look radius of the Lash ilole, and at a different soil straba, it is my intent to run several percolation tests in the ~ trench bottom ~o confirm bl]at the system is sized ~erly. As in the original design, the separatien d)~;tance from the new trench ko the cut. bank wilT be As yOLI ar(e aware, the homeowner i.~ eager to get this system install(ed, bherefore, your expeditious review would be greatly appreciated. If you have any question, please call - i ;:'] - Ow f]~ P Telephone: (907) 337-6179 · Fax: (907) 338-3246 · 8471 Brookridge Drive · Anchorage, Alaska 99504 v~ .I O' E.7953 '; ~t t \q . ~'5 / o¢.P---~ oO Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 9950~-0650 SOILS LOG -- PERCOLATION ,,,TEST Township, Ringe, Section: SLOPE 9 10 11 12 PLAN 13 -- -- ' J &'o. Not. 14 Reading ~ma 17 ~. 18 ~ ~ ~ 5,0 - ~,5 ~ -.~.~,~M ~ {minutes/inch) pERC HOLE DIAMETER ~ IIi .. - "" ' Net Depth to t Water : Drop , __ . ~ -~ ~ ._ __.~/~" Municipality al Anchorage DEPARTMENT OF HEAL.TH & HUMAN $~,RVICES 825 L Street, Anchorage, Alaska 99502-0650 SOiLS LOG .- PERCOLATION TEST 10 eL,, 6/0 11 12- 13 14 15 16 17 .18 19 20- . ~ ~4~"~L, IC,~F'n¢'/J :OMMENT$ Township, Range, Section: t4k SLOPE SITE PLAN · [~NCOUNTERED? ~-- - Reading Data PERCOLATION RATE rOSS '- Not ' Oept~'t~ I Nec k't ~ime Tired Water : ' ~P -- ~ ~ (~inute~inch) PERC HOLE DIAMETER . TEST RUN BETWEEN ~--FTAND ~ .FT PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT DATE iSSUED:10/04/94 PERMIT N~ER:SW940383 DESIGN ENGiNEER:ALASKA WATER & WASTEWATER SERVICES EXPIRATION DATE:10/04/95 OWNER NAME:KORTIE STEVEN W OWNER ADDRESS:16831 KING'S WAY DR ANCHORAGE, AK 99516 pARCEL iD:02012112 LEGAL DESCRIPTION: MOUNTAIN TERRACE ESTATES ~1 BL K 1 LT 1 LOT SIZE: 64033 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC T~K 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 (18AAC80) · 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 (24 HOURS) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: THE OUTER EDGE OF T~J~E p~ELD MUST BE SETBACK a MINIMIIM OF THIRTY=FIVE ~T ~ppE [CUTBrK' Y ~ ~..~//~'~.~...~ _~ DATE: RECEIVED B : k3}//// / Alaska Water" V,/a,tewat~,r Services "P:c:~crvinl?. Thc l_:.~st {%-onticr" (907/337-6179 · Fax: (907) 338-3246 , 8471 BrookridgelDrivc · Anchorage, Alaska 99504 Alaska Water & Wastewater Services "Preserving The Last Frontier" 0c;I;obe{' 3~ 1994 Municipality of Anchorage Depar'bment of He;a]t~ and Ilurnar~ Sorv:rces I)[v[s[on 0~: EnvY. ro ' mer~tal [~;orvicss On-S:~t.e 5ei-'-vice'.:~ Secti. on BOX 196650 Attn: Robby Robir~son Ref: Septic System Re, p!ac,'-}rnent for i_et 1, [4otll]g.sd.n 'l'orraoe Estates t~1 Pot the d~scst..*,~io~ (lurincj our site visit, on 9/30/94, I am FtaStlbJfl~ tl;:[ ]cll tine s5. te plLan to ref lec [ the new t pench l[O(3a/;J. Oil reqLiOSlced k~y you and Jim Cross. The trench [,iil) be separation d}:shance to the noarby cu~bank. It has been noted on the drawing ~hat ~he sepal'a~on distance So the oLitbanl< will be a frlJ n'hntlm of 55 foe't. Ii: you have any question, ploa%o cai] me a 53'7-6179- Si. nee to]. Y 1 t,a n Ko r t ':i, eS .. wps RECEIVED 0CT 0 41994 Municipality ol Anchorage Dept, Health & Human S~!vloe~. Telenhone: (907) 337-6179 0 Fax: (907) 338-3246 · 8471 Brookridge Drive · Anchorage, Alaska 99504 Alaska Water & Wastewater Services "Preserving The Last Frontier" S¢~ptember 12, 1994 Municipality of Anc:l-lerago Department of Health and Human Services Division o-F Environmental Services On-Site Services Section P~O. 8ox 196650 ~nohorage, ~laska 995~9-6650 Ref: Septic System RepLaoemen~ for Lot i, Mountain Terrace Est, ages 81 To whOrfl it raay concern: Attached is the application, site plan, and design drawings i:or- the subject septic system replacemenh. OOffilllel] its regarding the proposed system are as follows: 1. Hzs'roRY OF EXiSTZNG SYSTEM: The existing system was instal. ].ed in June o¢ 1976 as a 1:our bedroom system, Ac::oording to the homeowner, 20 feet o'F thai trench was abandoned in 1985 because 5t was inside the lO0 fooL; well radius. Per hhe homeowner, the system operated good until tile sprirlg of ]98'/ (5 people used system for !1 years), it pas.sod an adequacy test for 3 bedrooms in July of 1986. In hhe spring o'P t987 the system bac:ked up ingo BIle house and was unusable for a shore period of gJrne (approx.. week). The system became worse each s, uooe~dir~g year (only during br. eakt.lp) and in recent years was unusable for' about 1 month dt!riflg the spring. ~>,=lieve that part of the problem was; due to the ~"" ':' Of a damage~d 'Fib~rglass sepLic ~ank, which probably was allowing some surface infillr, ration into ~l'~e system (the olean'~oLIt did iici: have a waLer ~ight connection ag [he tank on ~/25/94) .. In additior~, the homeowner (::onstructed a sha] lo~ french drain, ho col lecls/cha, nr~el spring r-u nof'F which ran directly over, and adjacent to the trench- Undoubtedly this would allow mo~e surface runoff t;o migrate to the drainrock. As part of the upgrade, the sept:Lc lsa, nk mill be repla(;ed, the fF-erlch drain removed, and the lot graded so that surface rUlloff does not pool/channel of the old or- new trenches_ -I'his should resolve the op(erational problems i.n the spring, pr. oviding groundwater is not the CL.Ill3r'i t. ] have asstlimled 'Lt~at. groundwater is I-lOt a preblel~] because o'[- [lie ~act Id]at the syst, sm operaLec, fins kjoer the homeowner) l:r'om i976 thFough 1985. Further'fflore, lshe tests bolss dug on 6/25/76. and 8/25/94 illdicated N~ah gr. oundwateF was at a depth of 12 'Feet, or greater (gotal system depth 8 feel; per 6/5/76 inspechion reper"b). The only way to be Telephone: (907) 337-6179 · Fax: (907) 338-3246 · 8471 Brookridge Drive ° Anchorage, Alaska 99504 absolutely certain that groundwater is not a concern would be to monitor it through the spring of 1995. If this will be necessary, in your judgement, please state so on the sower permit. This design is based only upon the information available to me at this; time. 2. FRENCH F)ES].GN: ~-Is c:an b8 seen from r~viewing th~ abtaohed percolation te~t results, the soil "perked" at 1~ minut~as/inoh ' a'b the location proposed for the system For a trench, this corresponds to an applicatien rate of gpd/ft2. Since bhe existing home has S bedrooms, the total design flow is .450 gpd. Based upon this, the minimum amount of absorption area is 565 ft2. The proposed system is a wide dm--air-mfi~.~ld which has an effective depth of one foot. This corresponds bo a standard br-ench length (:)¢ 1].S ifiultiplied times a reduction factor of .875, resulting in a 99 foot long trench, 5 feet wide, and J. ¢oot deep. I am proposing to use a 5 foot wide trench which is 100 'Feet long, and 2.5 feet deep. As can be seen in the design drawings, the botbom of Lhe br-ench will be a[ a relative elevab:Lon of 92~'75 fee~:, 6.09 feet above the:, bottom of test hole. 3. I'OPOGRAP~IY: Approximabaly 20 feet to the west of the proposed trench is a oubbank which drops down to Clark Enclosed is a photograph which show the outbank. Due to the tightness of the soils, i think the pobential for wastewater to day].igh~ is min,.mai. Furbhermore, since there is no other suitable %pcb on the property to put the new trench, ~.~ ¢_s a risk (alLhough minimal) which mush be taken. 4. UTI LIZAT I. ON OF EXISTING TRENCH F~S STANDBY SYSTEM: P]6~ase note that approximately 45 1:oct of tt~¢ ex~sting trench &s going to remain in place ?or fubure use. Clisan- outs will be ir, stalled on i;he trench so bhat it (san be "pumped". Rn alternator valve ~i~l be installed sc bhat the homeowner can switch back and forth between bhe old and new t i'enches. I am unaware of any impacbs that this installation would impose on adjacent wells, or septic systems. I$ you have any question, pleas(:} cai1 rna a 357-6179. \ .L. oA E.7953 ~..~. GREA._R ANCHORAGE AREA BORC,GH ,,- i~ Department of Environmental Quality ~' 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL 5YSTE/Vl _ . L~GAL~ESCRIPTION , . ~ , ~ DISTANCE F.OM WELL INSIDE LENGTH INSIDE WIDTH MANUFACTURER .~"~ 5(-'""~-- MATERIAL . J' ~' COMPARTMENTS~''~ LIQUID DEPTH LIQUID CAPACITY/~'L'%~ALLON$. DISTANCE FROM WELl_ /z~D ~''FOUNDATION / TOTAL LENGT~K__~, / ._NEAREST LOT LINE ~2~"~ OF LINES g-~ NUMBER OF LINES / DISTANCE BETWEEN LINES TRENCH WIDTH"~~/ IN. TOTAL EFFECTIVE ABSORPTION AREA~ ~:)'~ SQ. FT. LENGTH OF EACH LINE DEPTH OF FILTER DEPTH: TOP OF TILE__ TO FINISH GRADE /7// ~/C~_MATERIAL BENEATH TILE '~/2__IN. ABOVE TILE ~--~_~ IN. BUILDING FOUNDATION__ CONSTRUCTION DEPTH NEAREST NEAREST SEPTIC SEEPAGE LOT LINE____, SEWER LINE___ TANK__ SYSTEM_ DISTANCE FROM: CESSPOOL APPROVED OTHER SOURCES .. DISAPPROVED REMARKS ~Z. ~'~/'/~ Form EQ-032 DIAGRAM OF SYSTEM 'FHE I:;;:[:;(;:!1...I I F;i:E:I:::, !i; t ZE Eft:' THE: :iii;O I I... I:IE!:![!;OF;:I::'T I ON !~i;'~.':ii:;l"E~:l',l 1 2;: 'fT..liE Lf~::I'.,IGTH [:, I [,'lE:l'.,l~!!; ]: ON I !ii; 'T'HIE I....li.:.T.4(!iTH ,:: :[ I'.,I I:::'EE'T' ::, Eft::' "FHIE "I"F;:tENE:H OI:R [::,1:;i:1:::1 ]: I'.,IF:' :i: I:!!:1...[:,. TI.lIE [:,EF:'TH OF:' FI "['I:;~:IEF.E:H Eft:,'. I::'ZT ~'.~; 'T'HIE E:, :[ :!~;TFINCE: Ei:EZ'I"!-,.II~;:EN T'HI~i: '.ii;UFi:Fl::llZ[:[i: O]::: THE GI::i'.OUNI:::, I:::Ii'.,ID THE I!ii:OTT'Oi','l OF' THI.E E:;:.:;CI=I'v'F:FI"I ON ,:: I I'.,! I:=EIZT ::,. THEI:;.:Ii!i: :['.5 I'.,!EI fi;lET' NI[:,TH F:'O[4: "I'I::i:EI'.,ICHE2:~;. THE!: (:it:;:Fl'v'l!~]... I)IEF:'TFI I~:; THE i'"lIl'.,l:i:Ht..liVl [:,L::I:::'TH OF' GI~:I=I'v'F.E'L. I:::ll'.,ll) 'Tt.ll~!i: li!:O"l"TOl',l O1:::' 'T'I..Jt!E I:ENCF:I'v'FIT ]: C)1'.4 ,.': :1.' [.4 F'IF.:ET ::,. I C:E.:I::;!T I F::'"r' 'T'I-tF:I'T' ::!..: I I:::lhl FF:IHIL.]:I:::II::i: !.,.II'['lq 'I"HIiE I:~'.I!~:(.:.!LIII~;.:E:i"llEI",IT':!~; l':'OIq: Ol",l-:');iTlii: :E;I.=.'i:I.,]IEI::i:'.::~; I:::IN[) P.IELL.:E; FI:E; F'OF.':TH E:"," 'I'H[~ I"'II..II'.,IIC:IF'I=II._tT'T' OF 2: :[ I.,.I i I....L. I I",t:ii;TI=IL.L. THE :Ei;"r'"'-":;"l"l:~:t"l :[ t',l F:ICCOI:;;:OI:::II",!E:E 14 1 'T'H THE :i:::: I LIN[:'EFi:STI':IN[:' THI::IT THE: Cfl",I-":E;]:TiZ :!:;IZl.41~!~l::;: .?.!;"r'L=;TE:H t"'IR'¢ Fi:E~6;!LIIi'~:E ENI..~F::II:.i:C:ii:i:Hlii:NT ]:1=' THIE I::i:[~::iii;II)tEN(:.','Ei: :i::i'~; I:;;'.Ef"lEl[)EiJl.J~i:[:' TO ]:F,IE:I,,.LI[::'E; i'"lEd:;~:tE 'T'HI=tN 4- PerFormed for ~t_~,.c~ A '~'~' This form reports: Soils log. Percolation Del) th Feet 1 - 2 - 3- 5- 6 - 7- 9- 10- ll - 13- Was ground water encountered? 2rev!_ouslv .... If yes, at what depth? 12' Reading Date Gross Time Het Time Depth to Water Ilet Drop o. ..................... ............. ....................... . ................................ -- m mo 1l~. ~ .x .......... i-~.~$~u ........... Percolation rate 9 mi nute.n -Proposed installal]-6~-:--'~ue Pit Drain Field ....................... Depth of Inlet ................... · ............................. ............ , ..... . ................. ,'; -;-~ -'-:2F'-';'-. · ' - ~,r-: .; r- -~4~X~ "~" .... w:~Th:~. .~. .~: n~ ................. , [~Q" 0,10 (G/74) .° .r '., / _r; ANCHORAGE · ALASKA SIX INCH WATER WELL DRILLED ............... OUT TO THE DEPTH OF DRILLED AT THE RATE OF ,i'/7.6',: PER FOOT. ,.~',..d2/'~.{,'. c~2~.':2.¢~:' LOCATION OF WELL SITE %t. 1 ~-~:.o 7 , ."3. ~'~ce. WELL LOG: 0 .... 76~ .'~0~. 6~<hl ~.ue~ ~Zt,~ ~.'to&¢~ ~ex,.U~.~>a~L , ,~!'e/z. .'l(SC. Op'(~.,'u/ (:'.(m'('.:~ !'('4;/' tip ','o ;'[.,']~.(I, COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING. WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF THANK YOU VERY MUCH. BERNIE CLAUS OF RAMPART DRIllING WORKS SERVICE CHARGE OF 1V1% PER MONTH WILL BE ASSESSED ON PAST DUE.ACCOUNTS. On-Site Serv ces Section- -; ,., ,, .......... MUNICIPALITY OF ANCHORAGE ~: · DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services ..:,: P,O, Box 196650 Anchorage, Alaska 99519-6650 343-4744 - CERTIFICATE OF HEALTH AUTHORITY ,; APPROVAL FOR A SINGLE FAMILY DWELLING 0~0- l?-t-17_.. N Parcel I.D. # 1. NER^L m ORM^T ON '-" Complete legal description Location (site address or directions) '~M-': ,',,A-~.. ~/~.~,., ~Prpperty. owner '!'Mailing address' ~'e'ndi~g agency Mai lng address:, Agent Add ress Day phone Day phone .~'7~ -D-CO ::":;::"~ UniX'ss OtherWise'7b'qbested, HAA will be " .... ......' '":-:'":' 2. ,-NUMBER OF BEDROOMS: ~ ~.~, ..... . ..~'~.;:-~;~?:~: ...... . ........ :; ...... · · .,)~;,. , .:' ., . ", .... ..... Ind~wdual well ..... , .' :'- :~' .... ~ .... -,,.i';,j. -'- , . '-'-., 2,~. .. .>, : :~, r.,~:'': .:,;:, ~r''¢?=,~: :fi? '? "': ':'.~. ..';. Co'mmun ~ well ---' ........ , ..,: : ":':':'::"'~:; ..... "':--:~ ";2" :':'":':-' Publlc water :"':: · ' '-'," '" ' ~1, .;¥i;f,.',' , .~, · :r; :'J.. i~:;.i., ~ J..~ : ....... '"~ ~ ~ ~"': S' '~;!~ ~,"" ' ": ~';~* '~' ,.'rI 'fi"" %' "" it;: r,)''~'~':,',,~ ;"); I".~, ',~ ':, ;;,/r~:.',~? / }~ tie ~' '~ ' ~r~ ,,' .... - .i~ , . .:., NOTE: If communi~ wastewater system, provide wri~en confirmation from State ADEC a~esting to the legali~ and ~tatus of system. 72-025 (Rev. 1/91) Front ~,IOA~21 STATEMENT OF INSPECTION BY E~IGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that m,~ investigation of this Health Authority Approval application shows that the on-site water supply and/or wastew~ter disposal'sYst~'mis'~safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I furtherverify that based on the information obtained from the Municipality of Anchorage files and from my investj_gation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm ~Sr\,~ .' kx/~.~--6.~ L,,JA-5';-~_ t,7,~-¢---<¢_' Address ~4-'1i ~.~~ ~~~ Engine,s signature ~ . DHHS SIGNATURE ........ _ _/~' 'Approved for.-¢ .... bedrooms. '- D sa0proved.. !.:._; ................ Phone Date Conditional approval for:.:: · -'.-?-.....:,: : . ,::.:;'_.:: bedrooms, with the following .s;tiPulations: responsible for errors or omissions in the professional engineer's work. The Municipality of Anchorage Deparbnent of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations g~ven in paragraph 5 above by an independent professional engineer registered in the State bf Alaska, The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze' data before a certificate is issued, The Municipality of Anchorage is not 72-025 (Rev. 1/~1) I~k MOA Legal Description: A. WELL DATA Well type P(2-\'4~- ~'W'F~- If A, B, or C, attach ADEC letter. ADEC water systein number i',4 Log present (Y/N) x-t ~L ¢ Date completed ¢/2 0/"7 (o Total depth 2. ~ ~" Cased to z¥.-] ! Casing height (above ground) [,~.,'t Municipality of Anchorage D DEPARTMENT OF HEALTH & HUMAN SER~S. [ [V [ D Environmental Services Division 825"L" Street, Room 502 · Anchorage, Alaska 99501· (907)~]{~7~. 4019~5 Murdcipality of Anchorage [}opt. Hoalih & 14urnan Services Health Authority Approval Checklist ~o"c ~ ~ [~¢: ~..~ 1,4tD~J~t~.~ Parcel I.D.: Sanitary seal (Y/N) "hr ~.~:. ~ Date of test Static water level Well production FROM WELL LOG WATER SAMPLE RESULTS: Coliform ¢ Nitrate Date of santple: t O/Z (~/q ~" ,. TAN DATA Date installed c//Z, B//?~ Tank size V'L S-O Foundation cleanout (Y/N) '"/~ ~' Depression (Y/N) Date of Pulnping ~ pr Pumper 1'4 DATA Date installed Soil rating (g.p.d./ft2 or ft2/bdrm) Wires properly protected (Y/N) AT INSPECTION g.p.m. ~' '~'+ Collected by: ~ ~ ~-S Number of Compamnents ~ Cleanouts High water alarm ~ Length-tit61 ~'o~ Width ~t i.,it,q q' Gravel thickness below pipe ~. ~-~ Total depth Effective absoCtion area Cq~ Monitoring Tube present(Y~ ~ Depression over field ~ D~~ Results ~ass~ail) For~ ~~s ? Fluid depth in absoction field ~~ ~ial. water added (in.): __ /Fluid depth ~~~ g.p.a. ~eatment (past 12 months) (Y~) ff yes, give date ~. Manhole/Access (Y/N) '~ ~ ~'~ High water alarm level at* Cycles tested "Pump on" level at* '~l "~ "Pump ofF' level at* *Datum 'go-rna,'--, ~'W'*¢~--- 4-/ u ~ E. SEPARATION DISTANCES Absorption field on lot Public sewer main Sewer/septic service line SEPARATION DISTANCES FROM WELL ON LOT TO: / Septic/holding tank on lot ' On adjaceut lots · On adjacent lots Public sewer manhole/cleanout Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Foundation 'Z (_~ / '+ Property line (o O / ~ Absorption field Water lnai~ffservice line ~ > ~ c> Surface water/drainage ~ ~oo Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Building foundation 4-C:> / ~ Water main/service line ~ "> I o ~ Surface water 1,4 I/:~ ('"> icao' 5 Curtain drain t,4 It~- / Driveway parking/vehicle storage area [ ~' 4-- / Wells on adjacent lots :> ~ lOC:) F. ENGINEER'S CERTIFICATION / certify that ] have determirled,,~ thru fitel~ections~ ., and review of~/unicipal__ records ,q;"~-~'t~a~e~ ~-~stems, are m conformance, ~0 ?L4 e effkct on this date. ' 'e w~k 9A~ ~ ~efmes id, / ..... l Date ~0 ]t~/~ ............................................................................. HAA Fee $ ,~ ~ C) ~ ~ W~ver Fee $ Date of Payment Receipt Number Rev. 8/95 OSS: haa.wk.doc Date of Payment Receipt Number Rick Mystrom, Mayor Murficip .ty of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, ALaska 99519-6650 October 27, 1995 Jeff Garness, P.E. Alaska Water & Wastewater Services 8471 Brookridge Drive Anchorage, Alaska 99504 Subject: Waiver Request for Lot 1 Block 1 Mountain Terrace Estates Waiver Request ~WR950057, ~020-121-12, HA950472 Dear Mr. Garness: Your request for a waiver of the required 10 foot separation between a septic system and a lot line has been approved. The waived distance is 1 foot to the property line. This approval applies to the existing septic system lot line separation only. Any future upgrade to the septic system will require all separations be met or another approval from this department. Sincerely, ./,/~ Civil Engineer On-site Services RWR/ljm MUNICIPALITY OF ANCHORAGE Department of Health and Human Services on-site Services Section Waiver Review Worksheet WR~ ~f-~-~DID# 020-i21-12 Ha~ ~~ermit ~ Date Received: October 19, 1995 Legal Description: Lot 1 Block 1 Mountain Terrace Estates #1 Engineer: Jeff Garness, P.E., Alaska Water & Wastewater Services 8471 Brookridge Drive, Anchorage, Alaska '99504 Applicant: Steve Kortie .~. Waiver Requested: Lot line waiver of 1 foot north trench Criteria: 1. Geology: Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation TOTAL: 2. Special Conditions: ~3 Other: Waiver is Granted: y~ Waiver is NOT Granted: List Conditions or Reasons for above: · , / t ~.--/~ ~me of Reviewer Rec ~: 01408 Amount: $ 115.00 Date Paid: 10-19-95 :::::!:iAlaskaWater & Wastewater Services "Preserving The Last Frontier" _MEMO_ PHONE:. 337-6179 FAX: 538-5246 : "DA'TE: NUMBER OF PAGES: (Inc] uding Cover) · /.TO::- [-4.O.Pr 9~t~5 FROM: '(~ HESSRGE: D ?Q'Telephone: (907)'3-37-6179 · Fax: (907)338-3246 · 8471 Brookridge i)rive . Ancho::~gc, Alaska99504 t;>¢~t,...o'pt,-',C".-;.~T- v4 ¥~'14 :Z..c,o' oP P¢~uf"o.';-,b'"~ LoW \ LoT "Z. SEP 01 '95 0~: 1G A~,I FLATTOP CIVIl.& IqNVIRONMI~:NTAI. ENGINEFRING * ENERGY CONSERVATION & ANALYSIS !IEODORE F, MOORE, P.E. November ._19, 1993 14530 ECHc :. (907) 345-1355 AdNCIIORAGE, .AL.,,LS KA 9~ Kathi Ko~fie P.O. Box 111062 Anchorage, AK 99511 Dcar Ms. Kortie Per your request o,,<.k~, em e conducted adequacy tests of thc wa, tcr supply ~md wastewater disposal sym~'yrrS? residence on l~ot 1, Block 1, MountaJ. l~ Ferrace Estates. 1 to lnfonn you d~at the wastewater disposal system is not fnncfioning adequately to qualify for issuance Municipal Health Authority Approval (HAA) certificate.. The follow[ng .is are. poit of onr test procedure and findings. According to the duller s h)g, the: well was completed on Jnne .0, 1976 and has a total death feet and a yield of 4 ,m ~ On fl~ date 0f our tes~ tl~e ~m~C W~ter level Sto~ at 7 feet ~10w ~ t~ casing. Dunng the course of ot~r test:we pureed atotM of 7~1 gallons of woter 5om the well at maximumpu np oi~tp6t of 5.8~:gpm -which caused the water evei inside }~-ca;i]{~ i~.'~Ira~Wn' 39 f6e:t¢:bUts,85 n6 fhefl~r:exC, eeds_fl~eB a~edki~MuoOUi: te~ti&~taCriteria~We detennm~fl~a~a_ the ~°taLyiekt of fl~e~ell is in exces~:d ~m, which iCipal fo?~ap~r6~i bf ~ihgl~TamJ. i~r~fidfn~e/~ih~ ai~o the ~A criteria that a well:~ able to st pply 720 ga! ohs of water within a 4 hour period Water ~ ollectcd on Novcm~r 5 were sat~sf'acto~, showiug 0 colifom~ or o0mr bacteria per 100 ml., and m~ of ni~ate-N. According to fine as-built inspection repeal on file at the Municipal Health Depm'tmcnt, the wastewatcr disposal system was installed on June 5, 1976, and consists of a 1250 gallon fiberglass septic tank followed by 88 lineal feet of soil absorption trench containing 4 feet of sewer gravel. AccorcSing to it notation on the as-built inspection report, the upstream 2('1 feet of the sell absorptiou trench were abm~doned in July of 1983 and the sewer gravel removed. This was apparently done in an attempt to achieve the required 100 foot sepa,'ation distance from thc we. Il. In September of 1986 a Municipal waiver was issued allowing the septic tank to be 61 feet fi'om the well and the leachfic]d to be 88 feet from the well. According to our measurements, the septic tank cleanout is actually only 57 feet from the well and file closest point of thc leachficld is approximately 84 fc. ct fl-cra the well (assuming the first 20 feet of krcnch downstream of thc clcanout pipe were properly abandoned. These separation distance problem:, are moot in light of the fact that the septic system did not pass the adequacy test. To assess thc adequacy of the system we ran measttred quantities of water into the system through cleanout downstre~am of the septic tack, while monitoring fluid levels in the septic tank and in the soil absorption system standpipes, before, during and after the flow of water was stopped. The initial fluid depth in the sump at the end of the trench was 58 inches, and after 330 gallons of water had been added the system, the fluid level rose another 7.75 inches and started to back up into the septic tank. After tke flow of water was stopped the fluid level did not recede at an adequate level for a 3 bedroom house; in when we rechecked the system on November 10 the fluid levels were 18 roches higher than they had b~ at the start of our test. It appears that the system is opera, ting in a surcharged condition, and Municip~d guidelines do no; allow issuance of a ItAA certificate to systems operating this ',,,'ay. The wastewater disposal system will htlve to bcu. pgraded be, fore a ItAA certificate could '..~, and this may not be an easy task. Waiver considerauons affecfng thc existing system no[w'ith., is doubtful whether there is sufficient room ti* replace thc flrainfield without utilizing a lift first step in upgrading a system is to bring in a backhoe to dig test holes and conduct percolatio. · s -' new drainfJeld may be further u? the area of the deskecl upgrade. I su,pcc, t thc best site for a of the house. It is getting to be late in the year to be initiating a septic system upgrade, and sit, present system seems to still be able to meet your needs, it may be most cost effective to wait year before proceeding with an upgrade, however this would mean that you could not time. In conducting an adequacy test we attempt to provide a d~orough, conscientious engine, t. ri~,,: of tile system. The reported results describe, the perfom~ancc of the system under the, condition encotmter¢~_] at the time of the test, and the separation distances are measm-ed to readily identifi features. Even satisfactory test I'estlItS do lief guarantee future performance of tile system und conditions, nor do they guarantee that therc, m'e no hidden dele, ets or encroachments. I am returning yom' check for the Municipal I-IAA processing fee, since we a~'e m)l in a it at this time. Please feel free to give me a call if you have any qtms0oas on this report. Sincerely, Ted Moore, P.E. CT&E Ref.~ Matrix Client Sample ID Client Name Ordered By Project Name Project~ PWSID CT&E Environmental Services Inc. Laboratory Division ~/z/z~~- .~ ~z/z~-~/~~-~-~.~,,~/~-~~j:~~ 95.4 31-1 Laboratory Analysis Report WATER L1 BLK1 MOLrNTAIN TERRACE AK WATER & WASTEWATER SERVICES JEFF GARNESS UA WORK Order 18348 Printed Date 10/02/95 ~ 09:35 hrs. Collected Date 09/26/95 ~ 11:00 hrs. Received Date 09/26/95 @ 13:25 hrs. Technical Director STEPHEN C. EDE Sample Remarks: SAMPLE COLLECTED BY: GARNESS. QC Allowable Ext. Anal Parameter Results Qual Units Method Limits Date Date Init Nitrate-N 2.36 mg/L EPA 353.2 10. 09/27/95 DJS * See Special Instructions Above UA = Unavailable ** See Sample Remarks Above NA = Not Analyzed ~ = Undetected, Reported value is the practical qn~antification limit. LT = Less Than D = Secondary dilution. GT = Greater Than 200 W. Potter Drive, Anchorage, AK 9951 8-1605 -- Tel: (907) 562-2343 Fax: (907) 561-5301 ............. ~,~^, ~^r-,, ,T,'-C ,~, ^* ^CrA ~^~ ~c~',~AIlA cl ~Rlna II IIAt~IK AAARYI AND MICHIGAN. MISSOURI, NEW JERSEY, OHIO, WEST VIRGINIA CT&E Ref.~ 95.4231-2 Matrix WATER Client Sample ID L1 BLK1 MOUNTAIN TERRACE Client Name ~_K WATER & WASTEWATER SERVICES WORK Order 18348 Ordered By JEFF GARNESS Printed Date 10/02/95 @ 09:35 hrs. Project Name Collected Date 09/26/95 ® 11:00 hrs. Project~ Received Date 09/26/95 @ 13:25 hrs. PWSID UA Technical Director STEPHEN C. EDE Sample Remarks: SAMPLE COLLECTED BY: QC Allowable Ext. ~nlal Parameter Results Qual Units Method Limits Date Date Init Total Coliform 0 ~/100ml SM16 909A 09/2?/95 WEP See Special Instructions D-bore UA = Unavailable See Sample Remarks Above NA = Not Analyzed Undetected, Reported value is the practical quantification limit. LT = Less Than Secondary dilution. GT = Greater Than CT&E Environmental Services Inc. CT&E Ref.~ Matrix Client Sample ID 95.4231-3 OTHER LEVEL 1 QA/QC DATA PACKAGE-INORG;~NICS Client Name Ordered By Project Name Project# PWSID AK WATER & WASTEWATER SERVICES JEFF GARNESS UA WORK Order 18348 Printed Date 10/02/95 ~ 09:35 hrs. Collected Date 09/26/95 @ 11:00 hrs. Received Date 09/26/95 @ 13:25 hrs. Technical Director STEPHEN C. EDE Released By .~ /-~.~,~ ......... ~,-~.~ ~,~ Sample Remarks: TECHNICAL/COMPLETENESS REQUIREMENTS MET EXCEPT FOR CONDITIONS LISTED. Qc Allowable Ext. ~u~al Parameter Results Qual Units Method Limits Date Date Init QA/QC Summary II Inorganics/Microbiology ..... I. Receipt Sample received in good condition unless noted ..... II. Holding Time Ail holding times met unless noted ..... III. Analysis A. Calibration ...Ail criteria met B. Blanks ...Ail criteria met C. Spike Sample(s) ...Ail criteria inet D. Duplicate Sample(s) ...Ail criteria met E. LabControl Sample(s) ...Ail criteria met F. Surrogate(s) ...All criteria met Regulatory Certified by: D. LAWRENCE ============================================================ ..... =================================================== See Special Instructions Above UA = Unavailable See Sample Remarks Above NA = Not Analyzed Undetected, Reported value is the practical quantification limit. LT = Less Than Secondary dilution. GT = Greater Than CT&E Environmental Services Inc, L a b o r a t o ry D i v i s i o n r. ar.~:a,'.a,'.~'., r.a,'~:, r.~'. ar.c.a,:ar.,~.~-.,r.~-.~:,~,-~j~j~jjjjjjj~jjjj~j~ Drinking Water Analysis Report for Total Coliform Bacteria w. Potter Drive Anchorage, AK 99518-1605 READ h~TTRUCTIONS ON REVERSE SIDE BEFORE COLLECThYG SAMPLE Tel: (907) 562-2343 Fax: (907) 561-5301 MUST BE COMPLETED BY WATER SUPPLIER 13 PUBLIC WATER SYSTEM I.D. # L I [ I I y~ PRIVATE WATER SYSTEM ~ SendResults ~ Sendlnvoice ]~hone ~Number ConJacl narn~ l'az ,Number City El Send Invoice SAMPLE DATE: ~ ~ [~'i~' Month Day Year SAMPLE TS(PE: ~. Routine 13 Treated Water ~ Repeat Smnple (for routine sample ~ Untreated Water with lab ret. no. ) ~ Special Purpose 'rime Collected SA~LE LOCATION Collected By Please Print TO BE COMPLETED BY LABORATORY Analysis shows this Water SAMPLE to be: Satisfactory Unsatisfactory U Sample over 30 hours old, restllts may be unreliable Sample too long in transit; sample should not be over 48 hours old at examination to indicate reliable results. Please send new sample via special delivery mail. Date Received 7~ ~ Time Received Analytical Method: Jif Membrane Filter MMO-MUG * Number of colonies/lO0 ml. Result* Analyst 95. 4231  ).t Fbks Jun [] Faxed Date:q,(~¢ Time: Client notified of unsatisfactory results: Phoned Spoke with Faxed Date: Time: Comments: BACTERIOLOGICAL WATER ANALYSIS RECORD MMO-MUG Result: Total Coliform Membrane Filter: Direct Count Verification: LTB BGB Fecal Coliform Confirmation Final Mem braneX~ilter u~-~4~ ~ / / Coliform/lO0 ml Reported By/,J )¢~,/JCCX~J~Date~/fl-.V/~3-- Time / (~-- ENVIRQNMENTAL FACILITIES IN ALASKA. CALIFORNIA, FLORIDA. ILLINOIS. MARYLAND ,, BLOCI< I ,41 0 ~z, t MUNICIPALITY OF ANCHORAGE !)EPAP, TMENT OF HEALTI-I AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIFIOi',,IMENTAL I-IEALTH CERTIFICA]E OF INSPEC] ION F©R HEALTH AU]'HOF-~ITY APPROVAl._ OF ON-SITE SEW[:_:H AND WATER FACILITY 264-4720 GENEI;IAI.. INFORMATION (at (bt (ct Legal Description (includo lot. block, subdivision, section, township, range) Lo,at,on (address or direction¢) Business Applicant is (check one): Lending Institutior~ [] · Owner/builder ~; Buyer [J; Other ~ (explain); I '-'-. / 1 (et Real Estate Company and Agent ..... Address ~ elephone ................................................ (f) Mail the HAA to the following address: TYPE Ol: RESIDENCE Single.-F'amily I~( Multi-Farnily [] Oilier _..:__'_ Nurnber of Bedrooms WAGER SUPPLY Individual Well'l~ Community [] Public [~] Note; If commurdty well system, faust haw; written confirmation front the State Department of Environmental Conservation atto, sting to tile Iogahty and status. 4. ,SEWAGE I)ISPOSAI. Onsite/~/ Public I~j Community r-_] Holding Tank [] Note: I1 community well system, must have writton confirmation from the otate Department of Environmental Conservation attesting to the legality ancl status. Page I of 2 72-025 ENGINEERING FIRM PROVIPh~G INSPECTIONS, TESTS, FILE SEARCH, [,h.~rA AND INFORMATION As ce~ified by myseal affixed hereto and as ofthevatidation date shown below, I verify that myinvesti0ation of this Health' Authority Approval shows Ihat the on-site water supply and/or wastewater disposal system is safe, lunctional aRd aOequa[e for the number o[ bedrooms and type of structure indicated herein. I ludher verify that based on the reformation obtained from the Municipality of Anchorage files and from my ievestigation and inspection, the omsite water supply and/or wastewater disposal system is Jn compliance with all Municipal and S~ate codes, ordinances, and regulations m effect on the date of this inspection. / Date ...... ¢ DH~P APP~:IOVAL Apl)roved for _t¥'%.£_:'L;3~ )od ooms by ',t.-..'-"~- ~]- ............. ~ ............ Date Approved ................ D~sapproved ...................... Condition~ Terms of Conditional Approval CAU'EION Tho Muncipality of Anchorage Department of Health and Environmental Protection (DHEI-~) issues Health Authority Approval certific, ates ~}aseo solely Lipoll the representations given in paragraph 5 above by an independent professional engineer registered m the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certii'icate is issued. Tho Municipality of Anchorage is not responsible for errors or omissions in the professional en,g~ neet s work. Page 2 of 2 72-025 i1 MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) J~I.~C~AUTy OF ANC~OI~(~E CHECKLIST - FEBRUARY 1984 DEP'I',, O~ HEALTH & ENVIRONMENTAL PROTECTION J JUL 2 4 1986 WELL DATA RECEIVED Well Classification 2~P/~/7''~' 264-4720 Legal Description: If A, B, C, D.E.C. Approved (Y/N) Yield Well Log Present (Y/N) ~- '~'~ Date Comp!gted //¢'7~ ~ Total Depth ~-~'¢~ / ~___ Cased..,,~q ~'~/ /~) Depth of eroutiqg W;¢~"~r' " Static Water Level t~ ~z"~'~q~'' Pump Set At ~¢"¢/F'~' Casing Height Above Ground / :~ (~) )"/ ' -- Sanitary Seal on Casing (Y/N) Electrical Wiring in Conduit (Y/N) Y Depression Around Wellhead (Y/N) ,'~ Separation Distances from Well: ~/~/~'7~ (~ To Septic/Holding Tank on Lot ¢~?,~; On Adjoining Lots //E~E:~ ~ ' To Nearest Edge of Absorption Field on Lot /.~¢¢:¢(~) ;On Adjoining Lots To Nearest Public Sewer Line ,,,,~',/z~ To Nearest Public Sewer Cleanout/Manhole /~V/,/~ To Nearest Sewer Service Line on Lot //Y////~ Water Sample Collected by //'~/'/~,/r~'/Y/~'' ; Date _ '7///~!~/~--,~ -- Water Sample Test Results ~'~¢ F'/.~,-¢'~ r".T'~'/~, ~ Comments ~ -~'~ ~¢'~'/"/~'~ SEPTIC/HOLDING TANK DATA Date Installed ~/~'/7~ ~_Size Standpipes (Y/N) F Air-tight Caps (Y/N) Depression over Tank (Y/N) ~/ Pumping/Maintenance Contract on File (Y/N) Holding Tank High-Water Alarm (Y/N) /A~/,,~ Separation Distances from Septic/Holdin~ Tank: TO Water-Supply Well. ~//~"'7-- C.¢ To Property Line /,,~?Z. / (~) To Water Main/Service Line ,~,/,~ of Compartments Foundation Cleanout (Y/N) Date Last Pumped ;for Temporary Holding Tank Permit (Y/N) To Building Foundation /~/(~ To Disposal Field ~' I(~ To Stream, Pond, Lake, or Major Drainage Page 1 of 2 72-026(11/84) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata //~ ~'/fC//'//Z~¢'~-. ® Date Installed ~/,~//7~d) Width of Field _:~'2~~/ Square Feet of Absorption Area Depression over Field (Y/N) Results of Last Adequacy Test Type of System Design... Length of Field Depth of Field Gravel Bed Thickness ,.~) ~<,~... (Z) Standpipes Present (Y/N) ~ Date of Last Adequacy Test Separation Distance from Absorption Field: To Water-Supply Well To Building Foundation /¢'~'~'~ ~',~-~/~ To Water Main/Service Line /'/~//./~ To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments ~ P~'~,/~ To Property Li, i~e //~:~-~)./z '¢¢'~'~ ,-~ ,¢~/~r'(2~¢-~/~ ~ To Existing or Abandoned System on ; On Adjoining Lots ,//g2~ 7L / To Cutbank (if present) .~ · Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA Comments Check ~ee~m~tte. d Bedroom Rating Against HAA Request I certify that~ave c~hecked, vcj~jjie ,d~o r~.C~""oC~m ed to all MOA and Signed i~ ~k"~'/"--6-'-L'"' ~ Date Company~-'~' ' ,'L//(--b// ~/" MOA No. - Receipt No. L~OO ~ t:},,3 ,;~ Date of Payment '] ' '2tq- Amount: $ 6 ,-b Page 2 of 2 72-026 (11/84) HAA guidelines in effect on the date of this inspection. P.O.l.*0)( '196650 ANCr'IORAGa, ALASKA 99519-6650 (907) 264.4'1 '11 TOI,JY IQ'VO~'?I DEPARTMEI',!'¢ OF frtEa[,'l'll & HUMAN SEI:tVIOE,~i September 5, 1986 Dee High, P.E. D-High Engineering 3605 Arctic, Suite 993 Anchorage, Alaska 99503 Subject: Lot 1 Block 1 Mountain Terrace Estates Subdivision Waiver Request, WR86--109 Dear Mro High: I have reviewed your request for a waiver of the well-to-septic system separation requirement in light of the information you have supplied this department. The well-to-septic tank separation is hereby waived to 61 feet and the well-to-leachfield separation has been waived to 88 feet. A review of our files revealed that a waiver was granted for the septic tank-to-well separation by this department is June of 1976. Although there is no record of a waiver of the well-to-leachfield separation in our files, it appears that in July of 1983 there was an effort made to bring the leachfield into compliance with the 100 foot separation requirement by abandoning 20 feet of the leachfield closest to the wello Despite this abandonment, approximately 12 feet of the leachfield still encroaches on the 100 foot protective well radius. Apparently difficulties in measuring the separation between the leachfield and well (the house location makes straight-line measurement impossible) resulted in the assumption that abandonment of the closest 20 foot portion of the leachfield would bring the system into compliance with the 100 foot separation requirement. Given the efforts made to bring the septic system into compliance with applicable codes, the previous waiver issued by this department, documented evidence of non-contamination of the water supply and hydrogeological considerations that make contamination unlikely, waivers of separation distance requirements have been granted in this case. Dee High, P.E. D-High Engineering September 5, 1986 Page Two This waiver is valid for the existing three bedroom single family dwelling only. Any enlargements or modifications of the existing septic system will invalidate this waiver. Sincerely, Stephen So Morris Civil Engineer On-site Services SSM/ljw D.I-- IGH ENGINEERING Civil Design Project Management & Inspection 3605 ARCTIC, SUITE 093 ANCHORAGE, ALASKA 99603 (007) 276-5314 Municipality of Anchorage Dept. of Health & Enviromental Protection 825 L Street Anchorage, Alaska Attn: Steve Morrison August 6, 1986 W.O. D86149 RE: Lot 1, Block 1, bltn. Terrace Est. No. 1/ Septic Tank-Drain field Waiver Dear Steve, Per your phone call of August 5, it is our understanding that the septic tank waiver granted by the Municipality in 1976 allowing the 1250 gallon septic tank and drain field to be installed less than 100 feet from the well, is no longer valid and that we now nee(! to reapply for a new waiver. Enclosed is a sketch of the lot showing the house location, well site, septic sytem, and ground slopes. In reviewing the waiver, please note the following: 1. The general slope of the ground varies between 5% & ]5%. These steep slopes limit the location on the site where a septic sytem can placed. The original builders excavated out a level area around the house creating a place where the septic tank and drain field could be placed and made to function using a gravity system. 2. The soils appear to be a silty sand with some gravel. The initial soil rating of this system was 165, indicating that the soils are ~e~a~iveZy t~Sht, ?he welZ Zo8 ZndZca~es ~ha~ ~he so~Zs a~e ~he sa~e l down ~o bedrock, ~hese ~sh~ seZ~s a~d ~he 8ood su~ace d~a~nase away ~o~ ~he weZ~ s~e, 8~ea~y ~educe ~he poVerty,aZ ~o~ ~eZZ 3. The existing system has been in use since 1976, with no known occurrence of water contamination. 4. The well itself has a static~ter level that varies from approximately 8 feet to 28 fee~idepenedinh) on the year and usage. The well was pumped continuously for ~ hburs ht a rate of 6 gallons per ~.~ ~v,~inute. A water sample was taken at the end of the test and found to be satisfactory. In reviewing the drillers log, it appears they had difficulty finding ater. This well is 262 feet deep with water coming from two locations .+~c~n porous bedrock. It appears that relocating the well would be risky in terms of finding an adequate water supply. , ~ ~ ~-7 .~ II In view of the above items, the fact that the owner installed the system in good faith under your original waiver, and the fact that the system presently meets all other current, regulations, we recommend that this sytem be granted a waiver to the lO0'protective well radius requirement. Should you have any other question, please call us. Very Truly Yours; ~._ENGI~. G Dee High, ~P~/ Owner I D.I-11GH ENGINEERING ,_ Civil Design ,P.r,o, iect Management & Inspection Municipality of Anchorage Dept. of Health and Enviromental Protection 825 L Street Anchorage, Alaska Attn: Steve Morrison 3606 ARCTIC, SUITE 993 ANCHORAGE, ALASKA 99603 (907) 276-5314 September 4, 1986 W.O. D86149 RE: Lot 1, Block 1, Mtn. Terrace Estates/ Septic Tank-Drain Field Waiver Dear Steve, As a follow up to our letter dated August 6, 1986 concerning a septic waiver for the above property, we have attempted to obtain as much information on the g~ound water and bedrock gradients as possible. As you are aware, information on both the groand water and the bedrock is very limited for this area. The ground water appears to be between 10' and 15' for most of area around this sabdivision, though there have been some test holes in the subdivision above this property that had no water at all. Wells in this genera], area are getting their water from deeper aguifers ranging from 50' to 200'+. We couldnot find enough information concerning the depth to bedrock to make any concrete determination as to its angle of sJope. However, the bedrock appears to be around 50 feet and we suspect~ that i~'has a steep gradient to the southwest. This system has been in use now since 1976 and there has been no reports of problems with this system or ground water contamination. The owner has worked closely with your agency during the construction of this system to insure that it was installed correctly and that the necessary waivers were obtained. We have no indications that the site condition have varied from time that the original waiver was granted. We hope the above information along with the comments in our August 6 letter will be sufficent for you to appove this waiver reguest. If you have any questions, please give us a call. II Very Truly Yours; NGINE~ Dee Hi:gh, P~. E Principal GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C'~ Street, Anchorage, Alaska 99503 274-4561 1. Approval requested by: Mailing Address: 535 2. Property Owner: Date Received February 4, 1977 Time of Inspection ~,,c~ _ Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES D Street Steve W. Kortie Phone: 272-1451 Phone: 274-2691 Mailing Address: Box 4-469 3. Legal Description: Lot 1 Block 1 Mountain Terrace Subdivision 4. Location: Rabbit Creek 5. Type of facility to be inspected ~ingle Family No. of bedrooms 4 6. Well Data: A. Type Individual B. Depth 255' C. Construction D. Bacterial Analysis Sewage Disposal System: A. Installed C. Septic 'rank: D. Seepage Pit: On-site system, Permit ~ 76426 1976 B. Installer Earthwork, Inc. l. Size 1,250 gallo~$ Manufacturer Sunset Plastic ]. Absorption Area 660 sq.' 2. Material Fiberglass E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank , Absorption area , Sewer Lines Nearest lot line Other contamination B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line __ EQ-034 (1/74) Page 1 of two pages Page 2 of two pages - Re¢ ~t for Approval of Individual $ ,.r & Water Facilities Legal Description Lot 1 Block 1 Mountain Terrace Subdivision Comments Approved Disapprov~~z,~,Q/_~ Date ~ Approval .Valid for one'year--from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date FQ-034 (1/74) MUNI(,JlPALI I Y Ur D~PT. ©1: IIEALTH & ~NVIRONM~N}'^L MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAl- PROTECTION 2510 East Tudor Road, Anchorage, Alaska 99504 276-2221 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES FEB ' 1977 RECEIVED 1. Type of Inspection: CMRO VA. MailingAddress:_~,~ ~- F'-~6~ /~, FHA CONV Dav Phone: ,~'~,7 W-Z~ / Mailing Address: Name of Lending Institution: Mailing Address:_ 5. Name of Realtor or Agent: Day Phone:_ Phone:_ Mailing Address:_ Legal Description: Location: Type of Facility to be Inspected: ~b?~ Water Supply Type of Supply: Public Utility If Individual, number of dwellings presently served / If Individual, depth of well c>Z_ ,~ · Phone: No. Bdrms. Individual Sewage Disposal System Type of System: Public Utility If Individual, date of installation ,//~ ~"~ Individual (on-site) 72-003(3/76) POUC.. ,.-650 ANCHORAGE, ALASKA 99502 (907) 279-2511 GEORGE M. SULLIVAN, MA YOR DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION (825 "L" Street) February 24, 1977 Home Federal Savings and Loan 535 D Street Anchorage, Alaska 99501 Subject: Lot 1 Block 1 Mountain Terrace Subdivision Dear Sir: The individual well serving the subject property failed to meet the Municipality minimum required protective distances of one-hundred (100) feet between well and seepage area. Measurements reveal the existing distances between the well and seepage trench located on the subject lot to be approximately twenty (20) ~eet short of the minimum requirement. This department can not grant approved of the water facility until the afore mentioned discrepancy is corrected. If there are any further questions, please contact this office at 279-2511, extension 224. Sincerely, John Kennedy Principal Environmental Control Officer JK/ljh cc: Steve Kortie