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HomeMy WebLinkAboutT12N R3W SEC 24 W2W2SW4SE4SW4 S PTNTI R3W tion 24 W2 W2 $W4 $E4 $W4 $Ptn. #015-242-08 Sep_20.2022 02:00 PM Anchorage Well & Pump Service Inc 9072430742 #0520 P 1/ 1 MUNICIPALITY OF ANCHORAGE Development Services Department n_ 1 Phone: 907-343-7904 On -Site Water & Wastewater Section - Fax: 907-343-7997 Pump Installation Log Well Drilling Permit Number: Parcel Identification Number: 015_242.08 Date of Issue: - - Legal Description Block Lot Property Owner Name & Address: T12N R3W SEC24 LOPE TRONE JOHN B & BARBARA R (TDD) W2W2W4SE4SW4 S PTN 7805 UPPER HUFFMAN ROAD ANCHORAGE, AK 99516 Pump Installation Date* 09 - 19 - 2022 Pump Intake Depth Below Top of Well Casing: 89 feet Pump Manufacturer's Name: TA -RITE Pump Model: 7P4H 05 1-Q Pump Size: .50 hp Pitless Adapter Burial Depth: 9 feet Pitless Adapter Manufacturer's Name: MARTIN O N Pitless ,Adapter Installer: Well Disinfected Upon Completion? X Yes © No Method of Disinfection: PELLETS Comments: Pump Installer Name: - ANCHORAGE WELL & PUMP SERVICE Company: 7540 ICING STREET ANCHORAGE, AK 99518 Mailing Address: 907-243-0740 City; State: Zip: Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pomp installation.  Municipality of Anchorage Development Services Department Building Safely Division.::,~.,--" "= ' On-Site Water & Wastewater Program. 4700 South Bragaw 8L P.O. Box 196650 Anchorage. AK 99519-6650 www.cLanchorage.ak.us (907) :M3-7904 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number:. SW010391 PID Number:. 015-242-08 JOHN LOPETRONE Wastewater System: ri New · Upgrade Address: 7805 UPPER HUFFMAN * ANCHORAGE, AK 99516 ABSORPTION FIELD O'Uound P~°ne:(907) 345--9566 3 · [~ep Trench 0 $hol/ow Trench 0 Bed OOther LEGAL DESCRIPTION ~' ~ 0.7 ~o/~ r~ 9.02-10.93 w2. w2. SW4, SE4, SW4, Sl/2, - 1.92-5.85 ~. 7.1 0-0.5 n 31 22 ' = 53' WELL: o New n Upgrade 3 r~ 1 - .~.....~G.~ .. .. 753 ~ r~ D 3034/ F-810 r~ MONTE ATCHESON ~ 0/8-10/2001 SEPARATION DISTANCES =s, pu= ri Holing n $.T.F P. n Other To SepUc AbsorpUon Lift Hold;ng ~ ANCHORAGE TANK · rom TQnk lrmld S~o~ T.,k 1000 Wall 100'+ 100'+ - - 25% ~ STEEL ~ '~ ~ 2 s.,o=o Wore, 100'* ~00'* - - - LIFT STATION Foundation 5'+ 10'+ -- -- -- '"P.mp ~' k,,M ~ J....~____..~.M~,(,: ~ ~ Mm. t ~emarke: EXISTING SEPTIC TANK AND CRIB WERE BENCH MARK ABANDONED COMPLETELY PER U.P.C. SOUTH END OF' MAN DOOR THRESHOLD ON WEST SIDE OF HOUSE I*.,,., e.,~ 116.94 .=.'~ nF/ A~~- Inspections performed by: AWWC, INC. Dates:let lO/8/2OOl / ......... [,' :,h"~t ..... 4.....~) .,,.,,=,,n, o, .p.rov,,, _ R~viewed and approved by:,/...../~ .,Y., /'tO"L'l'r Date://--I-~ ........ AS-BUILT DRAWING SWO10591 O15-242-08 L _ I ...... I ~ I I 16.60 48.94 k~ 133.71 103.94 DBL4 134.50~104.90 / -N~ D~Nn~ C02 120.49 99.08 ~ / ~1 148.31 127.27 ~ ~ / ~D8~ ~ ~ ~ ~ ~ C03 131.40 97.81 I~_' ~/ ~ -~ ~2 ,22.80 " ~ ~ 7~ s~c~ ./ ;~ / X //N~ . ... ,..~..,:, .... ~ / ~ ,;'; ~,.- f- ...~. · / I k ~ ~ ~;:'~'.:',;~,~ · 4 ~,.; ..... · ~S~ WATER & ~STE~TER ~ ~/I 4 ~ ] ~ ~'~ JOHN LOPETRONE ~45-95662 OF 5 ~ ~trr.~y ~. ¢~sf W ~/2. W ~/2. SW ~/4. SI ~/4. SW 1/4. S 1/2 = SICk, OS 24. ~2~. ~Wl ~ . I ~-7955 .. ~b~... · ............ AS-BUILT DRAWINO FOR SEPIIC SYSlE~ UPORADE p[RId~T NUMBER: AS BUILT D~~G pARCEL IO NUMBER: SWO 10:591 - 015-242- OB INSULATION -'~ .~ [FINN. GRADE ,= 99.79+ TOP OF' TANK AT--~ : \ t -- /-'ToOP OUTLr.~ TAN9~ ~9T ~ , , .! INVERT OF BUNG-/ SEPTIC TANK ~-INVZRT OF BUNG AT ~ ~ /--F1NAL CRAOE rr11' / O,.R~I LI ~/--lUSULA'nO. ttRIC :~'.e[iCC~::i:~C~C~ ~-. I~ OF PIPE NOTE: INSULATED THE NORTH/SOUTH SEGMENT OF TRENCH AND THE EAST 24' OF THE EAST/WEST LEG ALASKA WATERcousu,T^,,s. & ~,~STEWATER~uc. ~'~ , ~'l ........ ' '~ "~ ~t'''':':'~' PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ..~¥~T.j ~ .... JOHN LOPETRONE (907) 545-9566 5 OF W2, W2, SW4, SE4, SWa: T12N, R3W, SEC 24, PROFILE AS-BUILT DRAWING FOR SEPTIC SYSTEM UPGRADE MUNICIPALITY OF ANCHORAGE Development Services Department On-Sire Wafer & Wasfewafer Program 4700 South Bragaw Sfreet P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 r~ ~lE / ~ - / 0 . ~ / ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Sep 25, 2001 Expiration Date: Sep 25, 2002 Permit Number: SW010391 Parcel ID: 015-242-08 ;Legal Description: TI2N R3W SEC 24 W2W2SW4SE4SW4 S PTN Design Engineer: 0041 AK Water & Wastewater Consultant Site Address: Owner Name: JOHN & BARABARA LOPETRONE Lot Size: 45375 SQ. FT. Owner Address: 7805 UPPER HUFFMAN ROAD Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE, AK 99516-2515 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be In accordance with: 1, The attached approved design, 2. Ail requirements specified tn Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: ~ Issued By: _ _ Date: Date: ?-- -01 Municipality of Anchorage DeVelopment Services DePartment Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.a nchorag e.ak,us (907) 343-79O4 Parcel I.D. ON-SITE SEWER/WELL PERMIT APPLICATION FOR ~, SINGLE FAMILY DWELLING 016-242-08 Permit Number Property owner(s) Mailing address (1) Mailing address (2) JOHN & BARABARA LOPETRONE 7805 UPPER HUFFMAN. ANCHORAGE. ALASKA Legal description (Lot, Block & Sub'd.) N/A Legal description (Section, Township & Range) Lot Size ~ Acres~ THIS APPLICATION IS FOR: Sewer Only [] Sewer and Well [] Sewer Upgrade · THIS PROPERTY CONTAINS: Hot Tub [] Swimming Pool [] Therapy Pool [] Day phone 345-9566 Zip Code 99516 T12N. R3w. SECTION 24: w2. w2. SW4. SF4. SW4 Number of Bedrooms 3 Well Only [] Water Storage [] Jacuzzi [] Water Softening Unit [] ~ PT~ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. ALASKA WATER & WASTE:WATER CONSULTANTS. I'NC. --(Signetu~e-of-property-owner-or-authorized~gent )- Permit Fees: Date of Payment: Receipt Number: Waiver Fees; Date of Payment: Receipt Number: 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPHY: As can be seen on the attached topography site plan, the average topography of this property is a 10 to 25 percent running from approximately southeast to northwest; in short, there are no slope concerns. The trench is to be installed parallel to slope contours. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. ., M.S. NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, a soils log, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com I I I I I I I I I I r~ SE:CRON 24, T12N. R3W, I LOT I I % 1%, ~ %?~) I [XISllNG B[:DROOM HOUS£ I LOT 1, I ¢~£ L.T~HY I WELl. AND S~110 ALASKA WATER & WASTEWATER SITE PLAN DRAWING FOR SEPTIC SYST£M UPGRADE i \ NOTE: THE CONTRACTOR SHALL HAVE THE WEST PROPERTY LINE / AND THE 100 FEET WELL RADII SHOWN FLAGGED BY A REGISTERE:C \ L LAND SURVEYOR PRIOR TO CONSTRUCTION. ' ' \\ II F,,~, ~.~- / '"~ /// ___. - I! ,'F'~.~ zz -x, ' / ". \ \ ?~;[~','..?. // . I -- \ ~ l; .: / / ' % % V: :::-'.:-~.t,: :.'-. "A~ ,.. t I .% .., h~ ,, :. . .,.. p.- z ,./ DATE: s / 17/2oo ~ co,s,,,^,,s.,,c.~ 1- - ,,o. .....-.. ,,~,~ to,: ,,o,~ ,u,~ P~ ,u,8~,: ~ ..... ~....~........ JOHN LOPETRONE 545-9566 2 OF 2 W 1/2. W 1/2. SW 1/4. SE 1/4. SW 1/4; SECTION 24. T12N. RSW ~ll~l~;.....~.~ ....~. ...... .....<~_~=. DESIGN DRAWING FOR SEPTIC SYSTEM UPGRADE CONSULTANTS, INC. J / fJ~ ~' . ~cs~m"c~s~`~.~c"c~`~.~"~o~m~.~"`~m~~.~`~`~-~ ~""'""J'"~; "~': '~'~ ISOIL LOG - PERCO~TION TESTJ ~.., ~.. ~.[...~ ...~:.. ~ D~CRI~ON: T12N, R~, SEC 24 ~ '~ef ey PERFORMED FOR: JOHN ~ ~ LOP.ONE DA~: 9/5/01 ~e~ ..... ~~ o.~,~ ITEST HOLE ~1 ~ GM CL ~ - ~ SW MH ~ / ~. 5 SM OH ~ ~ ~ _ ~ ~ sc 7~[~]~ DEPTH TO DATE ~ ~~ ~) / ,,'-., ." ~ ~ i T/:.~ D~ 9/5/01 ~ / ~ ,. 10~ ~ DATE RE,lNG CLOCK NET TIME WATER LEVEL NET DROP 11--~,:~{5~. SV ~ TIME (MIN~ES) RE, lNG (INCHES) ~l]l:~j w~ so~ ~ 9~/2oo~ ~ ~:3o - 6- - ~l][~i .ochre = =:oo ~o ~ ~/~ ~ =/~' v,..~ 4 2:31 50 2 1/4 ~ ~.~ 6 ~:02 30 2 ~/4 19 ' PERC~TION ~TE 8 .(MIN./INCH) PERC. H~ DIA. 6' (INCHES) TEST R~ BETWEEN 8.0 ~. ~D 8.5 2 COMMENTS: ~OLE W~ PR[SO~ED FOR 4+ HOURS B~ ~NE~ ~ PERC. ~ PERFORMED ~ ~ WATER · W~A~R I, ~E~ ~ ~N~S, CER~ T~T THIS W~ PERFORMED IN ACCORD~CE W~ ~ ~A~ ~D MUNICIP~ GUIDEUNES IN E~CT ON ~IS DA~: DEPTH TO DATE GROUNDWATER DRY 9/5/01 DRY 9/7/01 M-W DRILLING, Inc. P.O. Box 110378 · 10330 Old Seward Highway (907) 349-8535 . ANCHORAGE, ALASKA 99511 94-124 DRILLING LOG Well Owner Kutlich, Lee J UseofWe]] Domestic Location (address of: Tow~hip, Range, Section, if known;ordistance main road T12N. R3W. Sec. 24. S.M. - W~,W~. SW~. SEk, SW~ 7805 Upper Huffman Road Finish of well (check one) open end ( IL~ ); Size of casing Depth of Hole 305 feet Cased to 23 5 feet -".!i Static water level 24~_ t%. ~. (below) land surface. Screen ( ); Perforated ,( Describe screen or perforation- ! Well pumping test at ,20,, gaiiOhs pei' (hour) of drawdown from static level, Date of completion March .3~ ;19~ ,., -'! , ~.~ WELL LOG Depth in feet from i , ~- hours with ] 00% ft. ground surface 0 TO 2 --_Z--_TO 2 8 ~ 23.5 23.5To' 5O 50' TO. 80 80 ~ 110 110 TO 305 TO__ TO. ~O T~ ~O. ___TO ~OCTT Va C'TO I/ 1 -- ~UST~.M E R Give details of formations penetrated, size of material, color and hardness RECEIVED C. SG ~.,: : MAR 11 1994. SlIty ,Gravel - Dry Municipalffy o~ Anchorage B~drock:' Grey ~':a'd~sak~':~ orey ..... ;"': · : Bad~ock: Bro~ - Small water seaps ~n Sporadic badrock ~isu~es. , : . PAGE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW940029 DESIGN ENGINEER:ANDERSON ENGINEERING OWNER NAME:KUTLICH LEE J OWNER ADDRESS:7805 UPPER HUFFMAN RD ANCHORAGE AK 99516 DATE ISSUED: 2/17/94 EXPIRATION DATE: PARCEL ID:01524208 LEGAL DESCRIPTION: T12N R3W SEC 24 W2W2SW4SE4SW4 S PTN LOT SIZE: 45375 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 OR 343-4681 AFTER BUSINESS 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. 1 OF 2/17/95 SPECIAL PROVISIONS ISSU . W1/2,W1/2,SW1/4,SE1/4,SW1/4,S24,T12N,R3W Well Layout Plan LAYOUT PLAN SCALE 1" = 50' MUNiCIPALIIY OF ..... ENVIRONMENTAL SERVICES DIVISION RECEIVED 1. Existing well to be abandoned in accordance with A.D.E.C. Regulations. 2. New well must maintain a minimum separation of 100' from existing septic tank and drainfield as well as all septic and drainfields on adjacent lots. CORWIN & ASSOCIATES, INC. 1000 E. Dimond Blvd. Suite 205 ANCHORAGE, ALASKA 99515 (907) 522-1311 FAX (907) 349-2236 CHECKED BY DATE SCALE .... . ...... ! ~ ,~ ~ ~,.;~: ~. / ;'"""; '"'~' ": · i ; .... i : i : ; : .: ........ / :- · ...... ! ...-.! 4- . l '~=- ¢~..~o ~ .......... ;.- ! ....; -.....-i "-:'-- '"i'"'"'~,'"'"'"; ....................... ~.~...~.~: .~.~...; ~.~ ~ ~. , . ..................... ~/:/::e~/~:~. ~~5'~' ~ ~ ~ ~-:;., ' · " ; ' ; L ~ - :-~ ~.: L ,~%....:.c.:.::L:~.~ ' ................ ........ ~ ' :'t: ' ' ~ ~ I~:~:~ ,~,, ' .,,,,' .................... .~ ..,,~,,; .: ....... , ~~ ....... ~ .......... ~ ......... ,...~ _,.~ .~.... ............ ~2~.,..........~ ......... ..... :'"'""~ mx~']~ ~ ~ ' ~',~ : .,~ ~. ........... ....... : .............. ~.~,.~. , ~..........?.. : ,, , ~ ~: ~ ~ :t~ 1~ ~ ' .~ A~,,,.~--r~',~,":'~ ............. ~'-"-'"~ ..... ........ ~,.,,~ .......... ~ ,,: ~,, :.-:--,- ~ ~ ~ ..... ~': .... , ,, ...... :.,,.. ;...,,.,: ~. :.D/~ m~ L ; ....... :,,,: ,,,.; ......................... '~'"'"'":"' ':' ........ : ~ :. ': :. : ~ ~ [ ::5 ........ ,........~ .................... L...:. ..... ....... ~ ............. ~~A:::~: ....... ~, :,.,:,,,.,:.. : :,,,:, ~:~ :~: ~ ,.,,,~:.:.,,::.,~,,~ ........... ...... : : ........ ~ ~-'~ · ~ . ~ . ~ MUNICIPALITY OF ANCHORAI3E DEPT. OF HEALTH & ENVIRONMENTAL PROTECTIO~ SEP 2 ? 19~ RECEIVED 1577"C" STREET, SUITE 256 Mailing: P.O. BOX 9-2501 ANCHORAGE, ALASKA99501 ANCHORAGE, ALASKA99509 (907) 279-0514 3444715 OCTOBER 15~ 1990 MUNICIPALITY OF ANCHORAGE 632 W. 6th AVE ANCHRORAGE~ AK. RE: PROPERTY ACCOUNT # 015-242-08 (W1/2 W1/2 SW1/4 SE1/4 SWi/4~ S. 24~ BEDROOM COUNT ON SAME. T12N R3W S.M.) DEAR SIRS; PLEASE BE ADVISED THAT AFTER AN INSPECTION ON ]'HE ABOVE PROPERTY~ OCTOBER 12, 1990~ THE BEDROOMS WERE NOTED TO BE THREE~ NOT FOUR~ AS MUNICIPAL RECORDS INDICATE. I HOPE THIS INFORMATION WILL AID IN CORRECTING MUNICIPAL RECORDS ON SAME. IF THERE IS ANY FURTHER INFORMATION REQUIRED PLEASE DO NOT HESITATE TO CALL. ', Parcel I.D,# '1.  MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES "· ' D v s on Of Env~ronmenta Serv ces -- On:Site services Section P,O, Box 196650 Anchorage;Alaska 99519-6650 . · - "CERTIFICATEOF HEALTH AUTHORITY APPROVAL FORA'SINGLE FAMII~Y DWELLING GENERAL INFORMATION ' .CprhpJete legal description Location (site adUress or directions) .prdpbrty owner' Mailing address re'nding agency Mailing address Agent Address = Day phone; Day phone Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF ·BEDROOMS: '~ TYPE OF WATER SUPPLY: Individual well Community well Public water NOTE If community well system, provide Written confirmation from State ADEC attds - -- lng to the legality and status of system. ~.~,.~-. · 4. TYPE OFWASTEWATER DISPOSAL: Individual on-site .... ";' nity .... Commu on-site Public sewer NOTE: If community Wastewater system, provide' written confirmation from State ADEC attesting to the legality and status of System. Front MOA #21 5. STATEMENT OF INSPECTION. BY 'ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe,- functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that b'ased on the information obtained from the Municipality of Anchorage files and from my investigation 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 /~'~) EF~.~O'~ ~'-',,,J ~; i/~.'"E/TJ ~ ~ Phone Address ~0. ~ Z~O~ff ~ ~. AI~ EngineeFs signature ~~'~ Date MunlcipatitY o~ Anchorage Dept. Health & Haman Services DHHS' SIGNATURE Approved for ~ Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: Additibnal Comments ( · ":: The Municipality of AnCho?age DePart'rfi~nt'0f Hea ih and Human S~rv Ces (DRHS) issues Health Abth°r ty ' "i, ' ', Approval Certificates based only upon the representations given in paragraPh 5 above by an independent '~ ;~i "; profess onal engineer registered in the State of Albska The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy'Certain federal and state requiFements. Employees of DHHS dO n0t : ,, ,.' : condUct inspections or analyze.data befor, e a certificate is issued. The~MUnicipality of Anchorage js not ,, : ': responsible for errors or omissions in the professional engineer's work. ' : Municipality of Anchorage'" Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST A. Well Data Well type Log present (Y/N) Total depth 7~/ ~' Sanitary seal (Y/N) OtS'z-'-/Z. o b If A, B, or C, attach ADEC letter. ADEC water system number D~p/J Cased to Casing height ~ Wires properly protected (Y/N> Date of test Static water level Well flow Pump level1 SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot ~jrJ Absorption field on lot 7~/ Public sewer main Sewer service line '~' '~ ~ / FROM WELL LOG ~j0i~)--,/~,~ Z4.5'~ AT INSPECTION /o t /OO ; On adjacent lots 2/0t9 ; On adjacent lots Public sewer manhole/cleanout Petroleum tank vkv_. do./ 2)oo~ WATER SAMPLE RESULTS: Coliform O Nitrate Date of sample: ,~/i ~/c]¢ /' ~ Other bacteria (~) Collected by: A. ,/-~ ~ B. SEPTIC/HOLDING TANK DATA Date installed ./~//~ ~ Cleanouts (Y/N) 'Y High water alarm (Y/N) Date of pumping Tank size ZO~O ~7~1.. Compartments ~,',J 14-,,JouJ/J Foundation cleanout (Y/N) /NJ Depression (Y/N) /~ /L~/~ Alarm tested (Y/N) /X~ /~ ~7/Z ~/-"'/~ Pumper ~'~'~/'~ ~; ~ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot '¢J'/- ~'-~" ~Z)/00On adjacent lots ~'/0 0 ~ ' Foundation t .~ _5.b~ ~_ t To property line "~'/- ~O '~'Z-.~Absorptionfield ~ 2~l~OWatermain/serviceline Surface wateddrainage /~ / ~ 0 / : ~ 72-026 (3/93)* Front CONTINUED ON BACK PAGE Date installed Manufacturer Size in gallons Vent (Y/N) "Pump on" level at High water alarm level Meets MOA electrical codes (Y/N) SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot On adjacent lots Manhole/Access (Y/N). "Pump off" Level at Cycles tested /~/~' 1~ ~' I ~ ~' ,-., APR 4 1994 Municipality of AnChorage Dept, Health & HUma~ Service,w Su~ace water D. ABSORPTION FIELD DATA Date installed Length /0 Width Total absorption area, ~JcJ ~-~ 0 v-.J~J Cleanout present (~Y/N) Date of adequacy test ~7/~-~/¢5 Results (pass/f~l), Water level in absorption field before test ~- /- /0 ?~ /£~0 P~. z"//~ )'~. Soil rating (GPD/Ft2) /'~) ~ Pb/P77,z' System type "~ t'7-' / / Gravelthickness / f Total depth .~ ~ ¢1 ~ (~"~)Depression over field (Y/N, ~ ~A~ for .~ Bedrooms After test ~ Peroxide treatment (past 12 months) (Y/N) ~ SEPARATION DISTANCE FROM ABSORPTION FIELD TO: On adjacent lots If yes, give date Properly line Cutbank To existing or abandoned system on lot .,~ 0 A.I f~-- Water main/service line Driveway, parking/vehic]e storage area Wellonlot ¢¢'~--5'0~ f"~2 ~'/O01 I To building foundation .~ / On adjacent lots ~ ~-~'~ / Surface water '~/0~) ~ Curtain drain /-JOA) ~' E. ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA gu/defines in e.E..e~t:¢~;(h~,c~a~te of this inspection. Signature ,~: Engineer's Name /~///C4~L-~[, ~ Date //~/~ / HAA Fee $ Date of Payment /~/~/~,~ Receipt Number ~ 5-.~ ~ 7 (~ ~]) Waiver Fee $ Date of Payment Receipt Number 72-026 (3/93)' Sack Parcel I.D. # 1. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska g9519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING GENERAL INFORMATION Complete legal description ~0. ~o~c~0~ L~ i/~., ~ ~/~, ~ ~ ~/~, ~ ~, Location (site address or directions) 7~D~ ~ ~F~ ~ Property owner Mailing address Lending agency Mailing address Agent Address Unless otherwise 2.' NUMBER OF Day phone. Day phone Day phone pickup. IOMS: 3. TYPE OF WATER SI PLY: Individu Communi Public NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: NOTE: Individual on-site Holding tank Community on-site Public sewer If community Wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025(Rev. 1/91) Front MOAfr~I 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I ve~'if~, th~.t my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation 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 /~-O~,'TP--~.'O,O ~./~.-EYQ~/.. Phone Address '~-O, J~'~o x ;~ ~/0 77-~ //~ ~4 op.~4 ~¢ L.~'' Engineer's signature DHH8 S~pNrotTe?fEor _ :__~ be~ Disapproved. Conditional approval for'~- bedr ms, with the following stipulations: Additional Comments By: Date The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DH HS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federel and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the p.rofess[onal engineeCs work. 72-025 (R~,1/91) Back MOA~21 Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: ~5'~ ~or~1o~ COtJf., b-)Yz~eJ~/'~ Parcel I.D. A. Well Data Well Log present (Y/N) Total depth Sanitary seal (Y/N) If A, B, or C, attach ADEC letter. ADEC water system number. Date completed 4/~./~x/- Driller Cased to ~:~, ~'- ~ Casing height Wires properly protected (Y/N) FROM WELL LOG Date of test -~/~,/~ ~ Static water level ~ 5/ Well flow g.p.m. Pump level1 /-/~ /;~ ~/?'/~' SEPARATION DISTANCES FROM WELL TO: Septic/ho~!d!.".g tank on lot Absorption field on lot Public sewer main Sewer service line :~ ATINSPECTION RECEIVED gU. AA 11 t994 Muu c pa!;[y ot Anchorage Heaith& Human Services ; On adjacent lots ~, /?~'/ ; On adjacent lots Public sewer manhole/cleanout Petroleum tank /%/o pe~r~ /~,~,/~ WATER SAMPLE RESULTS: Coliform Date of sample: B, SEPTIC/HOLDING TANK DATA Date installed Cleanouts (Y/N) High water alarm (Y/N) Nitrate Other bacteria Collected by: ~(//~,.&~-~ P~//~¢ZLz~ Tank size Foundation cleanout (Y/N) Date of pumping 7,/C/]/ ?,~//~,-~x Compartments u/~/,~ ~ Depression (Y/N) A/ Alarm tested (Y/N) Pumper ~/s~_~ / SEPARATION DISTANCES FROM SEPTIC/HO'ED1NG TANK TO: Well(s) on lot ~ /,z,c, / On adjacent lots To property line '~7/c~ ' Absorption field Su r[ace water/drainage ~ /~" Foundation Z C '/.,-~,.- Water. ma~n/service line 72-026 (3/93)° Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed Size in gallons Vent (Y/N) High water alarm leveE Meets MOA e,ec~ (es'~Y/N) SEPA~TIO~..~ISTANCE FROM LIFT STATION TO: ~l.dn lot On adjacent lots D. ABSORPTION FIELD DATA Date installed / ? (~ '~ Length /,~5~/ Width /' Total absorption area "/'/~ ~'., ',~. Date of adequacy test Water leveE in absorption field before test Peroxide treatment (past 12 months) (Y/N) ,4/ Surface water Gravel thickness Cleanout present (Y/N) Results (pass~feiPr . System type Total depth Depression over field (Y/N) A'/ for ,S Bedrooms After test If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot /~//z.-,~ ' To building foundation 31" On adjacent lots > ~-'c~ ' Surface water -> /~'¢' ' Curtain drain /"///f-"-' On adjacent lots >/'?/~', Property line /'~' To existing or abandoned system on lot Cutbank ,~/~/'~ Water, main/service line ,~ ~zo ' Driveway, parking/vehicle storage area E. ENGINEER'S CERTIFICATION I ce~'fy that I have checked, verified, or conformed to all MOA and HAA guidelines in.effect on the,date of this inspection. Signature Engineer's Name Date HAA Fee $ Waiver Fee $ Date of Payment Receipt Number Date of Payment Receipt Number 72-026 (3~93)* Back WATER WELL ADVISQRY. HEALTH AUTHORITY APPROVAL NO./~/~ ~ZA During a recent Health Authority Approval on-site inspection and test,of, the potable wRter, supply well on Lot ~11 Block of ~J/~ ~c~-~$P%/ Subdivision, the 's productivity was determined to be ~,~O gallons per minute. The minimum well productivity required by this depprtment (AMC 15.55) for a .~ bedroom residence is g3/ gallons per minute. Although the subject well currently exceeds this minimum requirement, all parties concerned are advised that the production capacity of the well may fluctuate. Restriction of noncritical water uses such as washing cars and watering lawns and gardens may be required. This advisory must be attached to all copies of t'he subject Health Authority Approval. Septic System Advisory There is 5'10" of standing water in-this 30 year old seepage pit observed during the recent adequacy test. This indicates that approximately 90% of the absorption area is surcharged, therefore, the remaining life of the seepage pit may be limited. ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, ALASKA 99524 April 4, 1994 Municipality of Anchorage Department of Heath & Human Services 825 "L" Street Anchorage, AK 99502-0650 Attention: John Smith Subject: South Portion of Wl/2,W1/2,SW1/4,SE1/4,SW1/~ Section 24, T12N, R3W (7805 Upper Huffman) Health Authority Approval Certification Dear John: The attached letter from M-W Drilling indicates why the location of the second well serving the subject property was placed in its present location. It further states the well is drilled 282' into bedrock with the casing dry grouted directly into the bedrock. It is highly unlikely any contamination will find its way into the well. Copies of the water test results for total choliform were previously submitted to you. The results for Nitrate count are included with this letter. An inspection of the septic system completed in 1990 indicated a french drain type seepage pit was found on the lot. According to the as-built developed at that time the new well encroached within the 100' setback limit. Me, therefore, exposed the french drain and demolished the segmen~ closer than 100' to the neTM Well. The drain 'was loCated 2' to 3' below the ground Surface and was composed of a 1,'by 1' section of drain rock. The drain was constructed in a very impervious silt type material which severely limits its effectivness. Our excavation revealed a very clean sandy material at a depth of 5' below ground. The seepage pit is constructed within this sandy lense. The french drain was found to be completely clogged with no- drhinage noted. Nevertheless, we demolished the section of trench within the 100' radius and completely plugged the drain at a distance 120' from the well. We then verified the adequacy of the seepage pit after the drain had been abandoned. Dept. of Health & Human Services April 3, 1994 Page Two The adequacy test completed by Ted Moore in July indicated the seepage pit absorbed approximately 2,000 gallons of water in less than 30 minutes. We found the water level in the seepage pit at the same elevation as noted in July. We then injected water into the pit and noted the water drop. Again, the water returned to its original elevation within a short period of time. The removal of the portion of french drain had no impact on the effectiveness of the seepage pit. It is functioning adequately to serve the home. Since it was constructed in 1962 it is difficult to determine how much longer it will provide such service, but at the present time it meets all Municipal requirements. The new well and existing well are now plumbed in series. The combined water supply is now in excess of the 450 gallons per day required for a three bedroom home. We, therefore, request the Certificate of Health Authority Approval for a Single Family Dwelling be issued for this property. Sincerely, Michael E. Anderson, P.E. M-W Drilling, Inc. 1LO. Box 110:178, Anchorage, Alaska 99[,11 (907) 345-4000 I"a~x~ 345-3287 03/21/94 Mike Anderson Rockford Corp. Fax ~344-2130 Lee Kutlich Well System 7805 Upper Huffman Road Dear Mike: I reviewed the locations on the property where the new well could be placed and still maintain the necessary separation distances from the observed septic tank and drainage crib which are indicated on the plat dated 01 Oct 1995. The plat of the lot sl~ows several utility and right of way easements which restrict the usable area for the well. In addltton, overhead powerltnes make placegent on the lot very dangerous. It was and is my professional opinion the current location the safest and most accessible area in which to drill the well. Considering the contamination constraints for well locations 0]3 this lot and the fact that the lots to the south, across Huffman, have known histories of extremely low yield wells,~thts location appeared to provide the greatest chance of success for finding sufficient water. The well wa drilled to a depth of 305' of which 282' is into bedrock, The casing is driven into the bedrock and was dry grouted with Bentonite Granules to prevent any conta~tnation by annulus seepage. I understand the current plan is to plumb the two wells in series to provide sufficient water to serve the three bedroom Sincerely, *y~* ~. Westberg Pres I den t M-W DRILLING, Inc. P.O. ~ox 110379 · 10330 Otd Seward Highway (907) 349-8535 ANCHORAGE, ALASKA 99511 94-124 DRILLING LOG Well Owner Kv. tlieh, Lee .....J _. UseofWell Domestic. , Location (address of: Township, Range, Section, if known; or distance m~tn road T]2M. R3W..S.~.,. 24. S,M, .~ Wo,W~__SW .... Sgk, SWP, 7805 Upper Huffman Road 6" 305 ~eet S~e of e~g. ~ .Depth of Hole~feet Cased to ~3. Static wa[er level_~4~ it,-- ~- ~low) land surface, Finish of well (check one) open end ( ~ ); Screen ( ); Perforated Describe ser~n or perforatlo Wen pmping test at of drawdown from static ~Vel, (::::: ~/ . - Dam o~ ~mpletio~ ~ '. ;. WELL LOG Dopth iu feet from ~o~d surface Give det~tl~ df formatio~ penetrated size of material, color and hardness '~0 f, ~ . · . S~%.t'Y. ~=avel - Dry g~r0ck :" :'.Grey e:drOek: .g~o~-. Sm.l~ ..water :~eap8 tn sporadic bedrock 0 TO__~. .... ....... 23:5TO' 50 50' TO 80 80 TO ]10 __!~1~.0._T0 305 .TO. .TO. ~ TO_ ~__~O TO TO 1 -- CUSTOMER CT&ERef.# Client Sample 1D Matrix Commercial Testing & Engineering Co. Environmental Laboratory Services LABORATORY ANALYS S REPORT .-. 94.1155-1 W2, W2, SW4, SFA, SW4, S24 T12N R3W ,, i WATER ClientName Ordered By Project Name Project# PWSID ANDEP~ ON ENGINEERING UA Sample Remarks: ROUTINE SAIvlPLE COLLEC~II~D BY: A.H. WORK Order 76714 PrintedDate 03/22/94 ~08:22 hrs. CollectedDate. 03/18/94 ~13:45 hrs. Received Date 03/18/94 ~ 14:25 hrs. Technical Director STEPHEN C. EDE Released By: ~~" ~ Nitrate-N QC Allowable Ext. Anal Results Qual Units Method ' Limits Date Date hilt 1.48 mg/L EPA 353.2/300.0 10 03/21/94 LLII See Special Instructions Above See Sample Remarks Above Undetected, Reported value is the practical quantification limit. Secondary dilution. UA = 13n~vailable NA = Not Analyzed LT = Less Ihan GT = C~eat er ',than ........ 5_6~_3. B stre?, Anchorag~, AK 99~18-1600 7_T~o_I! (907.) 562-23~53 Fax: (907) 561.5_30.1 ENVIRONMENTAL FACILITIES IN ALASKA, COLORADO, FLORIDA, ILDNOIS, MARYLAND, NEW JERSEY, OHIO, UTAH, WEST VIRGINIA EASEMENTS OF ;TH'O's~,,~, ARE ON HI CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, ,INC. ,.~ TEL[~PHONE (907) 562-2343 5633 S $1reet Anchorage, Alaska 99518 Drinking Water Analysis Report for Total Coliform Bacteria TO BE COMPLETED BY WATER SUPPLIER PUBLIC WATER SYSTEM I.O.# ~ PRIVATE WATER S.S.S_~TE~M City State Zip Code SAMPLE DATE: ~ : Mo. Day Year SAMPLE TYPE: ~ Routine [] Check Sample (for routine sample with lab ref. no. [] Special Purpose ) [] Treated Water [] Untreated Water SAMPLE NO. ~LOCAT~N s Time Collected I, READ INSTRUOTIONS Mem~,rsne F,ler: Dita¢l Cou~t BEFORE Veriflcatlom LTB Final Membrane FiP,*m~esults ,~ '~. TNTC = Too Numerous To Count OB = Other Bacteria TO BE COMPLETED BY LABORATORY Analysis shows this Water SAMPLE to be: ,..~:'Sat i s f act ory .~. [] 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 deljvew mail· / Date Received '~/Lf- 'Time Received J Analytical Method: Membrane Filter · No. of colonies/100 mi. Lab Ref. No. Result* 40~,.";47 I Fi] I Ffq BACTERIOLOGICAL WATER ANALYSIS RECORD BG8_ , .'Collfe~m/lOOml Time: / t'~0 a.m. p.m. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. # (~ \/~ - ~).~-t ~- ~)~ HAA# GENERAL INFORMATION Complete legal description ~ 0 . ~o lLm t O t'3 Sz.9, Location (site address or directions) Property owner Mailing address Lending agency. Mailing address Agent Address T' /Z-ur oo4 Day phone Day phone Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual well Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: if community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation 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 ,/~./,,I ~ -&-)?_~;O/,J ~"/dO/~J ~'--~-/~ItJL~ Phone __ ~ ~/- "f'~/ Address Engineer's signature '~~ DHHS SIGNATURE Approve.d for bedrooms. Disapproved. Conditional approval for '~ bedrooms, with the following stipulations: The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DH HS 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 responsible for errors or omissions in the professional engineer's work. 72~)25 (Rev, 1/95) Back MOA #21  Municipality of Anchorage Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: $~" Y"'/, S ~ Y~ ~. z~, '7"lZ~, ~[JParcel I.D. A. WELL DATA Well type r Log present (Y/N) Total depth ~' ~" Sanitary seal (Y/N) ADEC water system number /~.Z ~- Driller Cased to ~/./~/.p i Casing height Wires properly protected (Y/N) Date of test Static water level Well flow Pump level If A, B, or C, attach ADEC letter. Date completed FROM WELL LOG MUNICIPALITY OF ANCHORAGE AT 'NSPECTIOEI~iViRONMENTAL SERVICES DIVISION OCT 1 8 199,~ ,xzJ4rl .CEIVED SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot Absorption field on lot S"'O ' Public sewer main /~'J'//~ Sewer service line ~ .l~, ; On adjacent lots ',~100 ~ ; On adjacent lots. ~'1 ~)~ I Public sewer manhole/cleanout '~J//~ Petroleum tank ~/' WATER SAMPLE RESULTS: Coliform ~ Nitrate Date of sample: ~/Z~t/~ Collected by: Other bacteria D B. SEPTIC/HOLDING TANK DATA Date installed l¥/~ Z. Cleanouts (Y/N) ~ High water alarm (Y/N) Date of pumping Tank size ~O~O Compartments Foundation cleanout (Y/N) /'J Depression (Y/N) /'-J/,"~ Alarm teSted (Y/N) I~.,? Pumper ~I-A £S SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot ~ ~ I ~,~/~ ~, L3, On adjacent lots TO property line CD / AbSorption field Surface water/drainage ~/O~ ' ~lOO ' Foundation /~' / Water main/service line. 72-026 (Rev, 7/91) Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed Manufacturer Size in gallons Vent (Y/N) High water alarm level "Pump on" level at Manhole/Access (Y/N) "Pump off" level at Cycles tested Meets MOA electrical codes (Y/N) SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot On adjacent lots Surface water D, ABSORPTION FIELD DATA Date installed /¢/~, ~'7~;~¢4¢ Length /~ ~ Width Total absorption area Depression over field (Y/N) Results (pass/fail) Soil rating Gravel thickness / Peroxide treatment (past 12 months) (Y/N) Cleanouts present (Y/N) Date of adequacy test for ~ System type Total depth bedrooms SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot ~'"0 ¢ To building foundation On adjacent lots Surface water '~/bO Curtain drain If yes, give date Driveway, parking/vehicle storage area On adjacent lots '~/¢O ¢ Property line To existing or abandoned system on lot Cutbank /~/A water main/service line E. ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Engineer's Name Date HAA Fee $ Date of Payment Receipt N u m b e r ~--~-~-5--3,~/'~ /2-026 (Rev. 3/91) Back MOA 21 Waiver Fee: $ Date of Payment Receipt Number Tom Fink, Mayor Municipality of Anchorage Department of Health and Human Services 825 %" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 December ~5, 1994 Michael E. Anderson, Anderson Engineering P.O. Box 240773 anchorage, AK 99524 P.E. Re: W1/2,W1/2,SW1/4,SE1/4,SW1/4,SEC 24, T12N, R3W Health Authority Approval HA930642 Dear Mr. Anderson: Based on a thorough review of all pump test data for the water well serving the subject property, it is apparent that the production from the well is marginal and appears to fluctuate. During the past 5 months four different flow tests have been conducted with results ranging from 0.141 GPM to 0.375 GPM. A sustained production capacity of 0.312 GPM (450 gallons per day) is required for a 3 bedroom house. This office will issue a conditional Health Authority Approval (HAA), which stipulates that the well be retested in July, 1994. If that test indicates the well is capable of producing 450 gallons per day, an unconditional (HAA) will be issued. If the well produces less than 450 gallons per day, a new well must be drilled. The combined capacity of the existing well and the new well must be at least 450 gallons per day prior to issuance of an unconditional approval. An escrow account must be established to cover the cost of drilling a new well, installing a pump and plumbing the well to the house. A depth of 200 feet for the new well should be used as a cost basis for creating the escrow account. Sincerely, ,~ ~ (~hn Smith,~P.E. , P~rogram Manager, 0n-site Services NORTHERN TESTING LABORATORIES, INC. 3330 INDUSTRIAL AVENUE 2505 FAIRBANKS STREET FAIRBANKS, ALASKA 99701 ANCHORAGE, ALASKA 99503 (907) 456-3116 - FAX 456-3125 (907) 277-8378 · FAX 274-9645 DRINKING WATER ANALYSIS REPORT FOR TOTAL COLIFORM BACTERIA Flattop Technical Services 14530 Echo Street Anchorage Ak 99516 Collected by: Ted Moore Sample Type: Routine Method of Analysis: Membrane Filtration Sample Sample Location Date Time Lab# Public Water System I.D.# Date Received: Date Analyzed: Date Reported: Next Sample Due: 09/24/93 Time Received: 13:00 09/24/93 Time Analyzed: 17:00 10/06/93 Time Reported: 10:03 comments: S = U = POS = ND = TNTC = CG = HSM = SA = Old = Satisfactory Unsatisfactory Positive Test Result None Detected Too Numerous To Count (>200 Colonies) Confluent Growth Heavy Sediment Masking, Results May Not Be Reliable Sample Age >30 Hours But <48 Hours, Results May Not Be Reliable Sample Age >48 Hours, Too Old For Analysis Resample Required No Test * # Colonies/100 ml ** # Colonies/mi Total* Fecal* Other* HPC** Coliform Coliform Bacteria Result Comments 1 7805 Upper Huffman 09/24/93 12:00 AB1841 0 NT 0 NT S Susan C. Tifental~ Microbiology Supervisor NORTHERN 3330 INDUSTRIAL AVENUE 2505 FAIRBANKS ST. TESTING LABORATORIES, FAIRBANKS, ALASKA 99701 ANCHORAGE, ALASKA 99503 INC. 907-456-3116 907-277-8378 Flattop Technical Services 14350 Echo Street Anchorage AK 99516 Attn: - Report Date: 10/05/93 Date Arrived: 09/25/93 Date Sampled: 09/24/93 Time Sampled: 1200 Collected By: TFM MDL = Method Detection Limit Our Lab #: Location/Project: Your Sample ID: Sample Matrix: Comments: F128893 7805 Upper Huffman Water * Flag Deflnitions B = Below Regulatory Min. H = Above Regulatory Max. Date Date Method Parameter Units Results * MDL Prepared Analyzed EPA 353.3 Nitrate-N mg/1 0.51 0.05 10/04/93 Flattop Technfcal Services ..vo,~ .,:,. AncL_a,~, £daskc~ 99516 SOLD TO STREET&NO, P°O' ~OX ~1 I1~1 CITY STATE ZIP CITY STATE ZiP CUSTOMER'S ORDER SALESMAN TERMS 7L721/ 01723 Tom Fink, Mayor Municip Hty of ' horage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 December 15, 1994 Michael E. Anderson, Anderson Engineering P.O. Box 240773 anchorage, AK 99524 Re: W1/2,W1/2,SW1/4,SE1/4,SW1/4,SEC 24, T12N, R3W Health Authority Approval HA930642 Dear Mr. Anderson: Based on a thorough review of all pump test data for the water well serving the subject property, it is apparent that the production from the well is marginal and appears to fluctuate. During the past 5 months four different flow tests have been conducted with results ranging from 0.141 GPM to 0.375 GPM. A sustained production capacity of 0.312 GPM (450 gallons per day) is required for a 3 bedroom house. This office will issue a conditional Health Authority Approval (HAA), which stipulates that the well be retested in July, 1994. If that test indicates the well is capable of producing 450 gallons per day, an unconditional (HAA) will be issued. If the well produces less than 450 gallons per day, a new well must be drilled. The combined capacity of the existing well and the new well must be at least 450 gallons per day prior to issuance of an unconditional approval. An escrow account must be established to cover the cost of drilling a new well, installing a pump and plumbing the well to the house. A depth of 200 feet for the new well should be used as a cost basis for creating the escrow account. Sincerely, ~ ~ P/rogram Manager, On-site Services ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, ALASKA 99524 November 23, 1993 Municipality of Anchorage Department of Heath & Human Services 825 "L" Street Anchorage, AK 99502-0650 Attention: John Smith RECEIVED DEG 7 199,3 Municipality of Anchorage Dept, Health & Human Services Subject: W 1/2,W 1/2,SW1/4,SE1/4,SW 1/4,S24,T12NR3W Well Drawdown Test Health Authority Approval Certification Dear John: During the past week we performed two drawdown tests on the subject lot. These tests were completed at the request of the owner after another test was performed by Wayne Westberg of M-W Drilling. Mr. Westberg stated that during his test he noted the well recovered substantially faster at the lowest portion of the well than at other levels. His information indicates the well is capable of producing the minimum required .312 gallons per minute if it is allowed to recover for 15 minutes and then immediately drawn down. Our test results revealed similar results. The static water level was initially measured at 31.2' below the surface. The well was drawn down to the 97.4' level over a period of 31 minutes. The well produced a total of 128.5 gallons of water over this time. We then allowed the well to recover for 15 minutes and then immediately drew it down again. Over this 16.5 minute period the well delivered 5.3 gallons of water or'~1.32_1 gallons per minute. We repeated this procedure three additional times with similar results. The second interval yielded ,364 gallons per minute, the third :34~ and the fourth ~312. This information indicates the well is capable of meetin~ the minimum prbduction required for a three bedroom house. It should be noted, however, the aquifer serving this well is probably at or near its highest levels of the year. Previous tests on the well were performed when the aquifer was at lower levels. Please review the aforementioned information and the attached flow test data. Although the well production is marginal it appears to meet the minimums required at this particular the year. Sincerely, Michael E. Anderson, P.E. WELL FLOW TEST Dote Inspector Well Depth: (ft.) Costin9 Above Ground ~,,.~" (ft.) Project # Static Water Level: ~,/.~_, (f't.) (Hea~ured from top el ¢a~lin9) Wa t er Vol ume Cum. Heter Level [gal ) Volume Reading FIo~ Time ~d (ft.) ' (gal.) gal/sec (~pm) Comments I I I I Underground conditions are subject to change over t~e course of time SHEET NO, OF sc^~s FAX MEMORANDUM ANDERSON ENGINEERING TO: John Smith WITH: D.H.I-I.s. FROM: Mike Anderson DATE: December 8, 1993 SUBJECT: 7805 Upper Huffman Well Drawdown Test MESSAGE: Attached is a memo from Wayne Westberg of M-W Drilling concerning a flow test he completed on the well located on the subject lot. Please review this information along with that previously submitted. I told Lee Kutlich you would have a decision by tomorrow night. 1 will call you in tomorrow afternoon to see if you have arrived at a decision. Thank you for the time and effort you have put into reviewing this information. pages being transmitted. DRILLING TEL ND.907-~45-5287 .01 M-W Drilling, Inc. P.D. Box 1]037~, 2. 3.7~ 9milonm FLATTOP TF. GKNTQAL SERViOES 14530 Echo $~,, Anmhorase~ AK 99516 Bb. (907) 3~5-1355 .~ .,.,:, ,., "~' ADEQUACY T~ST DATA SHEET Legal Description: ~ree~ Address:, Initial Conditions Float ~3 ~n_.l" ~.Tym~ ,, set Wa=er added =hrou~hl Tested By-' ..... pip, ,.. ,, b.~.o pipe w, ..... ACTION 'T'rME' H20 METER NETj OAL WEL'L FLUTD L'EVE~ TAffEN ' ~ , · ~ .A~ . ~,~ '. , Jt q7 - ' '4 I.VO Adequate for .,,~. Bdrms Surge Capacity ,-'~gooo~.at Average Abaorpcien Rat:e - anw Adequat:$ for ~ Bdrms oos~,m~,, ~ ~,~? UNI' ~_RESlDENTIAL APPRAISAL REPORT ~, N&. 93;3T?TVA293011 'm~ 28 13 ' ~LENDERDISCR~TION~YUSE ~:~m.~ 7805 Upper Hudma~ Road c~s ,,.~ . - Anchoraqe c~.~,? Anchorage (020~ 3~t. Ak z,pC~ 99~ ] s~.¢,~ ~ ~~ oe~,~¢:~. S Podbn W2W2SW4SE4SW4 S~ 24 TI2N RgW T~: 0!5-242-08J e.m .... Map Refemn~ 2740 [ ~,~ A,,,~.n~ ~ ~ ~' F ~4th ~UO qui~e ~00 Ancho-aqe, Ak 9603 ~Lopeb'oge)II J , '~ ---.. ~ ~--' ~*-- ..... , ,,e-. ' "~ ~ ..... (~ RU;a 'NEIGHBORHOOD~ALYStS Good Avg BUIL~ UP ~ Over 75% ~ 2545% ~ Mi,der25% Employment GROWTH R/~tE [] Rapid FV~ S,a~le ~ Slow [] Good View of thO! Lelld~"eplng Lawn/Natural D dvow-~y Extensive Paving Rood H~zard yes' ~ X F'" ! ^~l,;y None ~ ~ Fst~^* M=p'Z~.ne q_20005 03608; g-18-87; zone or disclosed eucro~chment¢. Tl~e ensure well is rated just trader thai ~equire~ lot a 3 bedro~ residence. Please see n~ached inee/s r~gort, -- Und~ ~ j Fouad~an ~oncfete e~,hmoo ~/~'i*Good A~q~aw Avg .~Dish~She, ~ S~m,~o ~ C~.xsm,~Sxomg. ~ ~ [ ~2 F..t.;~' Amenities inc]~8~' ~ masdn~ lir~Cee, vaulted T&~ ceiling, extensive ~8 decking, walk ~ ~d~ j~iumbing. 9 x i 1.5 iow cost greenhouse~ 8 x 16 shed. residence. Ne~d% afl of the iatefior has been remodelled in the past few years;~ the Wtchen and mucl~ of the basement are: igir~ial. Functional obsolescence reflects sabiect's domestic water supply which is rated for lust under 3 ovemuppl~ and declirdn9 rest estate values tot all markets hem 1986-1989. This condition was due to declining oi~rlces~ )ulation oase~'~lte~ experienc(gg appreciation from 1989 to 1991. the mar¢~ remained stable since mid 1991 but has evidenced by tl~e conslruction of 600-800 new homes each year if om t990-1993, 2.00 ~ath(6); 1,520 $..qujreFeet~ None noted eASEMENT A~ Sq.F,. ] ,424 Gyp ?nit COB Vinyl/Carpet e~.,~ ~n~ YeS iNSU!.ATION kppaem OK · · ,. · ' downtown Ancbora~[e_, Buildup is ~rimarily sin~ lamtly ¢O~,4,M6NTS The subject nelghbolhood is [oc~ted 8 redes southeas, of ...... ' residences QL aiJly, ,~p~e~, a/d a])peal'v~ries Irom average lo ~d. Large Jots with moderation 1o- o fa ~lluid iew9o! tho inteI and mountains. ~e.ighborh0g~buundaries ~n~de; O'Malls~ Opsd to the nominee Pa~ I~ ~, ~*~bi' C;'~ the southm ~ Hil~ Ofive to 'he we~t ~ _ .. ~ .... ~ectangul~r ..... . [lop~mphy RoUin to o m h ......... ~ ~ ~ ~ubu ban RCsidenta D sict) z~,irgc¢~t~n~ Yes sha~, ~ect~ngular EBTiMATED I'IEPRO, dON COBT, NEW.OF IMPROVEM~NT$ ...... ~ength Widlh SIoues Squme Feet 181 Floor Please ~ Sketch J 1 0 I 1,620.0 ,-enot~ona~ obsolescence ~eJleot$ sublest s domeshc water ~?gp]y which i~ i~tad for j.ust under 3 bedJoOms (p].~ase see attached 9n.q rmoring reporl:) Dwo]hng 1 52.0 sq F~ eS 56,00 8smt. 1,424 sq. F~. ~ Ex~t~,* 2 FIr~lace8 Gdo 71200 Nell and Septic Systems ~r~g~,Oa~o~ 686 s~,m eS 24,00 16,464 T~¢ ~*~.,~ N~ : s ... 17~,624 L,~s~ 15.00 6,66 0 OoprOOlOtiO~ 26~494 10~000 -t, 96,494 'J eepreclated Value el Irrlprovemen~ = $ 140 1 ~0 ] Site imp as is' (d~oway, I~l~d~¢aplhg.etc.) = $ ~1200 'J ESTIMATED she VA~uE = s . 52,009, ~0~ Upper Huffman RD&dj 3640 E 144th Aveue j 6116AustrlaDflv~ j .Ol4U blat/op ur P;ISeo24T12NR3W J LoI71Seg_S3T12HR3W J ~.P~mdi~eValley ! _.4/~H~ck~[% p ~ ,~ -~e~' Wes SW i 3 314 N les ~outh SW __J~ 2 Miles ~ Conventional ...... ~; ,.~;~'~' ~4 none VA J e6.9.93 c9-10-93 Average ~Ave+]108 900 SF/Ave -5]~00! 812 SF/Ave+ ~n~ndAp~eal ~]de RanchiA:~lli~i~ R~nch/Ave i.5 SIO~ ! 28 t 41a/2Je SF/Good Chalst/Ave AveraJ~__. ~ Average j -4,000 7 12 Co~d~Jion Avera~ Avers I +2,500 Room Cou,~t 3 ¢2,000 +2,00C Q~os~Lb4hgA~ea 1,520 8q. Ft 107 e~ F~ 1,398 F* I 1424 T 1068 Fie 1!07 T 686 Fin I .5,240 1052 T 946 Fin +3,700 g00 T 900 Fin +6,l 9( J 2-0-0.75 , 2-2-i J 2-0-0.75 2-0-1 i .... ~'---' ] Fair ,, Fair ! Average- i HWDB-Gas ! CFA.G~s -5,00( ! 2 Ca~ Gar-686 s~ I none Extensive Deck 'Deck C/Eni~y -1,001 i CiE Shed Gsa Cdr Sdg Typical Typic&l RVO¢,, VC T&G Gdo ! Woodstove VC Jacuzzi -5,006 HWBB-GaB ._i. EBB + 12,00C Car Gar-480 si 3 Car Gar-720 Extensive Deck +500 Lg-Deck C/Entr C/Entry Typical J Typical FP/1 Wdst~eJ I Woodstova M VC 8aywindgw VC BI:~ 4S~,[ts Gdo 18,500 2,140 -3,00 e.~.~t 187,001 182 193 C2 h~s & 3 bedroo~ie-- view bur steep (~rJvmwy and Inferior s;te appeal. 03 he, s mole d,fficui! e, ccese, panmamic wow, detached Gear g~r~, electric heat~ 1 bedroom, and sim ar S, 186,000 deck. Final flo~undi!~m "~is based on limited data and not ~llte( s gnificsntly,_~e, lncome Approach is not pedormed d{~e to a lack o! single fami[y renlat data. Direct Manet Comparison provides the best suppo~ value and ~S giver~ tl~e mo~{ welgh~=_~ch comparable has com~alison f~ct~rs similar to the sub,act and has been considered. I (WE) ESTIMATE TH~ MARKET VALUE, AS D~FINED, OF THE SUBJECT PROPERTY AS OF ___ September 27 te ~ 3 ~o ~, s 1 8 6 0 0 0 ~PPR~9~R(S) ~,ate 0f Ala~ ~el,ifJcation # ! 16 REVIEW APPRAISER S~nalure 1Rappricable) Slgnatulo ~Otd ~OldNo Nm~ Richard W. Shea¢le~L SRA, AAft116 Name I~sp~t Pronely Fannie ~,o Form U:X~4 It ~,I{ICI:IARD W. SHEASLEY & AS, £1AT, ES, INC. -, SU~ UPPEE HUFFMAN ROAO BUILDING SKETCH 11600 2 204[ / I LOCATION MAP LegalDescription: 5b,?,+, 5~z 2q, Ti2N ~ Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Parcel I.D. A. Well Data Well type Log present (Y/N) Total depth ~. /o I ' Sanitary seal (Y/N) Date of test Static water level Well flow Pump level1 Cased to If A, B, or C, attach ADEC letter. ADEC water system number Date completed ~,2_ ? Driller L/N/C,/o~ Casing height N FROM WELL LOG Wires properly protected (Y/N) ~' AT INSPECTION -//~,~/'~ ~ g.p.m, o.='75' .g.p.m. SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot CS' To C.O, Absorptionfieldonlot Eo' ~E~ I'~o ~I.A./~ . Public sewer main NI, ~. Sewer service line ~o' ; On adjacent lots >/oo ' ; On adjacent lots :=-/co Public sewer manhole/cleanout N./~ · "~'~ '''?'' '~': ~:' ~''?:: ' Petroleum tank ~t WATER SAMPLE RESULTS: Coliform ~ cc~ / Date of sample: Nitrate o. ?¢' r~,¥/-~ Other bacteria ~j Collected by: F'/-,~TToP 'T~¢I~ B. SEPTIC/HOLDING TANK DATA Date installed Cleanouts (Y/N) High water alarm (Y/N) Date of pumping Tank size 2. ooo Foundation cleanout (Y/N) .Compartments N Depression (Y/N) Alarm tested (Y/N) N ,A · Pumper SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot /o$~ r~o~ To property line ~-o' Absorption field I~, ¢.o. ~c.D, Sudace water/drainage 72-026 (3/93) ' Front Foundation 26 F~o~ C.o, Water main/service line ";- ~ o CONTINUED ON BACK PAGE C. LIFT STATION Date installed ' Size in gallons Vent (Y/N) High water alarm level Meets MOA electrical codes (Y/N) "Pump on" level at Manufacturer Manhole/Access (Y/N) "Pump off" Levet at Cycles tested SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot On adjacent lots Surface water D. ABSORPTION FIELD DATA Date installed I%,:~ ~.?,. [9~o ~,A.A~ Soil rating (GPD/FF) I.o ~P~/F(' Sy~em~pe Leah ~ 55' ~h ! ' Gravelthi~ness I ' Totaldepth Total ab~tion area ~ ~ ~ ' Cleanout present (Y/N) ~ (p~ Date of adequa~ te~ ~/~ ~3 Results (pasCfail) P~ 55 for Water level in ~ion field before test E' ~o" ~er test Peroxide treatme~ (pa~ 12 months) (WN) No~ ~o~ SEPA~TION DISTANCE FROM ABSORPTION FIELD TO: Depression over field (Y/N) If yes, give date '5 Bedrooms ~ ' /0" Pmpertyline Io' P~ ~,/o ~/,/~./), Wellonlot ,5-o'?z,'- /~(~' H'/k~- On adjacent lots ~ IOO F~ ~ c.o, To existing or abandoned system on lot ~ .A. Cutbank ~,/~. Water main/service line Driveway, parking/vehicle storage area ~ '/5 To building foundation 31 On adjacent lots 50 Sudace water ;~ loc' Curtain drain No~( o~, $~R,/~ b E. ENGINEER'S CERTIFICATION I cern'fy that I have checked, verified, or conformed to all MOA and HAA guidelines in A~e. date of this inspection. Signature ~'-~ ~ ~ ~,~.~ .~ ~ i~;.J'~' .[~. · =.¥.- %. .'., Date ~ ?~..~ :..:-k HAA Fee $ Date of Payment Receipt Number Waiver Fee $ Date of Payment Receipt Number 72-026 (3~J3)' Back WELL Depth:.~ qsirt. ) FLOW TEST Casting Above Ground ~ (ft.) Stat ic Water Level: ~/-~./,,~ (rt.) ..~1. 7I I ~/~' Dale Inspector Project Water Volume Cum. Hater Time ~ ~vel (gal.) Volume Reading Flow t.) (gal.) 9°l/sec (gPm} COi"~ENTS 9c',67 .5 Comments ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, ALASKA 99524 October 16, .1993 Municipality of Anchorage Department of Heath & Human Services 825 "L" Street Anchorage, AK 99502-0650 Attention: Onsite Services Engineer Subject: So. Portion W2,W2,SW4,SE4,SW4,S24,T12N,R3W Well Flow Test Health Authority Approval Certification Dear Onsite Services Engineer: On October 12, 1993, a flow test was run on the well located on the subject lot. The static water level was measured at 45.67' below the ground surface. The level was measured at 12:33 P.M. after the well had been in use most of the morning. A later measurement of the static water level on October 15, at 7:00 P.M. showed the static water level at 31.7'. Flow was initially measured at .72 GPM and slowly increased to 1.34 GPM after nearly an hour of running. It was then scaled back to .5 GPM until the pump shut off at 3 hours and 14 minutes into the test. A total of 158.5 gallons of water flowed from the well during this period. Over a four hour period this averages to .66 GPM. Well recovery was monitored over the following three hour period. At 8:47 P.M. the water level was at 65.83' below the ground surface. The well, therefore, recovered at a rate of 24 gallons per hour. Since the static water level had been reduced prior to the test by approximately 14' due to homeowner use, it is logical to assume the well would have continued to flow past the four hour test period. At any rate, the average flow of the well and the recovery rate indicate the well is capable of producing the required 450 gallons of water per day. The buyer of the property is aware the well flows at willing to accept the well as it now performs. Actual during the well flow test are included for your review. a rate and is taken Sincerely, Michael E. Anderson, P.E. le _~_~_~_,~,~r-~rtifying the well for __,,-,-~o~ur~e. The owner of the home, Mr. Lee Kutlich, indicates he has an appraisal stating the home is only two bedrooms. He will furnish this appraisal at your request. Thank you for the extended amount of time yon have spent on this project. I appreciate your assistance. FLATTOP TECHNICAL SERVICES Cl¥11, & ENVIRONMENTAL ENGINEERING · ENERGY CONSERVATION & ANALYSIS 14530 ECHO ST. THEODORE F. MOORE, P.E. August 13, 1993 PH: (907) 345-1355 ANCHORAGE, ALASKA 99516 Lee Kutlich P.O. Box 241191 Anchorage, AK 99524 Dear Mr. Kutlich: Per your request on July 29 we conducted adequacy tests of the water supply and wastewater disposal systems serving your residence located on the Southerly Portion of the W 1/2, W 1/2, SW I/4, SE 1/4, SW 1/4, Sec 24, T12N, R3W, S.M. While the septic system appears to be functioning adequately for a three bedroom residence, the well production is adequate for a 2 bedroom residence only. The following is a report of our test procedure and findings. We were unable to locate a driller's log for the welt, but a 1990 Health Authority Approval (HAA) certificate on file at the Municipal Health Department indicate that it may have been drilled in 1962. On the date of our test the static water level stood at 33 feet below the top of the casing. Steady pumping of 137 gallons of water at an average pump rate of 4.5 gpm caused the water level to be drawn down to the vicinity of the pump intake at 101 feet below the top of the casing. We then measured the rate of recovery and number of gallons which could be pumped out again over three intervals of approximately 50 minutes each. Based on our test data we determined that the yield of the well is 0.275 gpm. This yield translates into a daily production of 396 gallons per day which is slightly under the Municipal requirement of 450 gallons per day for approval of a three bedroom residence. Water samples collected on July 29 were satisfactory, showing 0 coliform or other bacteria per 100 mi., and 0.96 mg/1 of nitrate-N. Well yields do vary throughout the year, and it is possible that if the well were retested at a later date it might meet the minimum criteria for approval of a three bedroom residence. The installation of aboveground storage would increase the amount of water available for use at any one time, but would not change the long-term yield of the well, and thus would not make it adequate for a three bedroom residence. Because the well is old and the fissures in the bech'ock may be silted in, it is poss~nle that a troller cored increase the yield simply by surging the water up and down in the bore hole, without actually deepening it. Deepening the well by another 100 or 200 feet could also increase the yield. According to John Smith at the Health Depm'tment, the existing well could be deepened without a new permit being requh'ed, and without jeopardizing the "grandfathered" separation distance to the existing septic system components. The Health Department would want to receive a copy of the driller's log for the deepening, and would accept the ddriller's estimate of the well yield. They would also require new water samples to be taken after the well has been worked on. The last option would be to drill an entirely new well; this would require obtaining a permit and the well site would have to be 100 feet away from the existing septic system components. Here again, the chiller's log would be acceptable as proof of the new yield, but new water samples would be required. There are no as-built inspection records on ffe at the Health Department documenting the construction of the wastewater disposal system either, but according to the 1990 HAA certificate the system was installed in 1962 and consists of a 2000 gallon concrete septic tank followed by another 2000 gallon perforated tank seepage pit with slotted holes; this is followed by approximately 155 feet of "french drain". The engineer who tested the system in 1990 stated that the system is 50 feet away from the well, and the Health Depm'tment has indicated they will not require reverification,of the construction or separation distances at this time. Since there are no monitor robes in the french drain, to assess the adequacy of the system we had a water truck add 2000 gallons of water into the perforated tank seepage pit while we monitored fluid levels in the septic tank and in the soil perforated tank standpipes, before, during and after the flow of water was stopped. The initial fluid depth in the seepage pit was 63 inches, and the maximum depth achieved was 75 inches. Within a half hour after the 2000 gallons of water had been added to the seepage pit the fluid had returned to its original level. We based our conclusion that the system is functioning adequately for a three bedroom residence on the fact that the house was occupied prior to our test and the system had a demonstrated surge capacity in excess of 2000 gallons, which is over 4 times the design daily demand of a 3 bedroom residence. In conducting an adequacy test we attempt to provide a thorough, conscientious engineering analysis of the system. The reported resuks describe the performance of the system under the conditions encountered at the time of the test, and the separation distances are measured to readily idenffiiable features. Satisfactory test results do not guarantee future performance of the system under different conditions, nor do they guarantee that there are no hidden defects or encroachments. In addition to our testing fee and the water delivery and pumping charge, you also paid us $170 for the Municipal HAA fee. As of next Monday that fee is going up to $300. Since we cannot proceed with obtaining a HAA certificate until the well yield issue is resolved, I am returning the $170 fee at this time. If you decide to have the existing well deepened and wish us to proceed with obtaining a HAA certificate, you should send us a copy of the driller's log and $300 for the HAA fee plus $100 for reinspection and collection of new water samples. If you decide to drill a new well and wish our assistance in obtaining .a permit, we will have to charge another $150 plus the Municipal permit fee of $120. Please feel free to g~ve me a call if you have any questions on this report. Sincerely, Ted Moore, P.E. MEMORANDUM Date: November 2, 1993 To: Jim Cross Onsite Services From: Mike Anderson Subject: W 1/2,W 1/2,SW 1/4,SE 1/4,SW 1/4,S24,T 12N,R3W Well Production Attached is a letter from Ted Moore concerning a drawdown test he ran on the well located on the subject lot. He indicates a daily production of 396 gallons per day. This rate is acceptable for a two bedroom house. His data indicates the static water level at the time of his test was 33 feet below the top of the casing. The static level at the time of our test was 45.67' indicating the well had apparently been in substantial use prior to our test. His test, therefore, may be more representative of the well condition. Our test indicates that at approximately 1:18 P.M. the water level was at approximately 65.33'. The test further indicates the well reached maximum drawdown at 3:47 P.M. At 8:47 P.M. the water in the well was again measured at 65.83'. It took from 1:18 P.M. until 8:47 P.M. for the well to completely discharge and then recover to the 65.83' level. The amount of water discharged during this period was 87.9 gallons. The well therefore produced 11.72 gallons per hour over this 7-1/2 hour period. Projecting this amount over 24 hours indicates a total volume of 281.28 gallons. Assuming that some in house usage occurred over the 5 hour recovery period the total volume is likely to be very close to 300 gallons per day. Please review Ted Moore's report and consider certifying the well for a two bedroom home. The owner of the home, Mr. Lee Kutlich, indicates he has an appraisal stating the home is only two bedrooms. He will furnish this appraisal at your request. Thank you for the extended amount of time you have spent on this project. I appreciate your assistance. MUNICIPAEITY 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 10t, block, subdivision, section, township, range) Location (address or directions) (b) Property owner ~/'~/"'~7~,'(,(.Q Mailing Address (c) Lending Institution ~ Telephone ~.~ Mailing Address (d) Real Estate Company and Agent Address /(~./,~ Telephone /~.,//~ (e) Mail the HAA to the following address: (or check here~if hold for pick up.) List contact person and day phone number below' / 2. TYPE OF RESIDENCE Single-Family~ Number of bedrooms ~ 3. WATER SUPPLY Individual Well.,J~ Community [] Public [] Note: If community welt system, must have written confirmation from the State Department of Environmental Conservation attesting to th legality and status. 4. SEWAGE DISPOSAL OmsiteX 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 8 ~.o ~ eBed ')~JOM s,Jeeu!Bue leUO!SSejoJd eH] u! BUOIgS!LUO JO SJ O J J@ JOJ elq !suodseJ leu s! eBeJOqOUV jo/q!led !o! unl~ eHJ. 'penss! s! elee!J!lJeo e eJojeq elep ez/qeue Jo suo!ioedsu! lanpuoo leu op SHHQ ,to seeAold~ 'slueu~eJ!nbe~ e~els pub leJepaJ u!elJeo ~l~!l~s ol JepJo u! suoRnl!jsu! 6u!puel J!eql pus se~uoq Jo sJeseqoJnd ol Xse~4noo e se s!ql seep SHHQ eqJ. 'e~selV jo elels sql u] paJe~s!SeJ Jesu!bus leUO!SseJoJd luepuedepu! ue Xq e^oqe ~ ttdeJ§e~ed u! ue^!¢ suogelueseJdeJ sql uodn/[lUO peseq peleoy!Jeo le^oJdd¥ Xl!Joqln¥ qlleeH senss! (SHHQ) seo!^Jes ueuunH pus qllea. H Jo lueu~l~edeo eSe~oqouv Jo Xi!led!o!UnlAI eq.L leAoJddv ISUO!~!puoo Jo suJJel Ives sjeeu!Su3 Well Classification /~/"~'/ MUNICIPALITY OF ANCHORAGE (MOA) ~ Health Authority Approval (HAA) CHECKLIST - FEBRUARY 1984 343-4744 Legal Description: ~'0. /)~.,¢~-.f~-? ~/4 ~/~* ~'Z¢2/~ If A, B, C, D.E.C. Approved (Y/N} "'~/J/q' Well Log Present (Y/N) ,/~ Date Completed /¢7~¢ ~ Total Depth /~(:2/~/Cased to '~-¢2/'/¢- Depth of Grouting /~//,'~ Static Water Level ,-~<~ / Pump Set At Casing Height Above Ground Electrical Wiring in Conduit (Y/N) Yield ~,, ~ Cp/h,,'¢ Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) SEPARATION DISTANCES FROM WELL: To Septic/Holding Tank on Lot ~' ~/ ; On Adjoining Lots To Nearest Edge of Absorption Field on Lot ,~ / ; On Adjoining Lots To Nearest PUblic Sewer Line //~,'~ To Nearest Public Sewer Cleanout/Manhole To Nearest Sewer Service Line on Lot ~/0 / Water Sample Collected by /~,~.-'/'~C ~¢'~/'Z.-C~ ~. Water Sample Test Results Comments / B. SEPTIC/HOLDING TANK DATA Date Installed //'~' ~' Size :~/~,z.4~)/r~., No. of Compartment~ ~~/~~ Standpipes (Y/N) 7 ~ Air-tight Caps (Y/N) ~_ Foundation Cleanout (Y/N) ~ . ~O~ Depression over Tank (Y/N) ~ Date Last Pumped /~¢¢d ~~~ Pumping/Maintenance Oontaot on File (Y/N) ~ ;for ~/~ Holdin~ Tank HiBh-Water Alarm (Y/N) ~Y~ Temporary Holdino Tank Permit (Y/N) ~ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK: To Wa'(er-Supply Well To Property Line To Water Main/Service Line ~ :~ / To Building Foundation ~/-/-/'-' ~'-~-------~'/ To Disposal Field To Stream, Pond, Lake or Major Drainage Course Comments 72-026 (Rev. 7/88)Front Page 1 of 2 Soils Rating in Absorption Strata ,/~<~) Type of System Design '~'~'~ ' Date Installed .,/~¢~ ~'~- Length of Field .~-~ Width of Field D ~__,,~¢_ ~/~ Depth of Field ~- -~' '¢'27~,' Gravel Bed Thickness Square Feet of Absortion Area '"¢~-:-~O Statndpipes Present (Y/N')~ ~/~ Depression over Field (Y/N) ,/~ ,/'Date of Last Adequacy Test Results of Last Adequacy Test / SEPARATION DISTANCE FROMABSORPTION¢/~F~I~4~E.~7~D: . To Water-Supply Well .~,~2 ¢'~ To Property Line /(~ / ~ To Building Foundation /~"~ / To Existing or Abandoned System on Lot //U)'/,Z~- ; On Adjoining Lots ~:>,//_~2<¢) / To Water Main/Service Line ~/'d:;) / To Stream, Pond, Lake, or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments To Cutback (if present) D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Dimensions . --- Manhole/Access (Y/N)..--- t/ ~.~;)ff" ~evel at /\ / / Vent (Y/N) __ (y.~j.~)/~/.~'"~;'-/ ~ Pumping Cycles during Adequacy Test. Meets MOA Electrical Codes Comments **Check Permit~.Dd'~edroom Ra/t4/~ng Against HAA Request** ! certif.y, that pa)~b/ecked/~r~i/, ed, or conformed to all MOA an~d .o, /¢ ect on the date of this Engineer's Seal Receipt No. -'~-'~-"*?L~L7 Date of Payment Amount: $ ,/ .) Receipt No. Waiver Fee: $ Date of Payment 72-026 (Rev. 7/88) 8ack Page 2 of 2