The URL can be used to link to this page

Home My WebLink AboutSUNNY VALLEY LT 3 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name Address Phone(s) ~ermit NO. LEGAL DESCRIPTION TANKS ~' SEPTIC [] HOLDING Material No. o Comp~_~nts TYPE OF SYSTEM [] TRENCH {~ BED [] W. DRAIN [] OTHER Depth to pipe bottom from obginal grade 'q~O, e~'' FI ~ FT Totat deplh from ocJginal grade Gravel depth beneath pipe Gravel length 3ravel width -~'Z) FT Total absorption area Distance between lines Number of lines Soil rating Pipe material Installer (~_C:[(..~ ~ ~L~ Date Installed WELLS ,j~ PRIVATE [] OTHER tldentifv) Total Depth FT Cased to Date I~stalled: ClaSSification (A,B,C) Installer REMARKS: DISTANCES SEPTIC AOSORPTION TANK FIELD WELL WELL LOT LINE FOUNDATION AS-BUILT DIAGRAM (Show location of well, septic system, property lines, foundation, , water bodies, etc.) S & S ENGINEER~F,IL~ · Municipal a~ Eagle River, Alaska Inspections Pedormed by: edormed according lo all 72-013 (3/85) F E R FI Z 'F Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PEREORMED FOR: ~V~ ............ ~ DATE PER FORJ~'~ 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Township, Range, Section:'"~zJCf,~ , ~l,b,~ , SLOPE SITE PLAN IF YES, AT WHAT SL DEPTH? pO Deplt~ to Water Alter .~ Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE __ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN \ FT AND FT COMMENTS PERFORMED BY: k~1~ ' ' I~N CERTIFY THAT TH TEST AS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNIC,PAL GUIDELI 72-008 (Rev. 4/85) ' HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL& MECHANICAL iNSPECTIONS ROBERTSHAFER, P.E. ROGERSHAFER November 6, 1990 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ATTN: John Smith 825 L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 NIUNICIPALITY OF ANCHOP, A(3E DEPT. OF HEALTH & ENVIRONMENTAL PROTECrIO~ NOV ? 1990 RECEIVED REFERENCE: Lot 3; Sunny Valley Subdivision PID #050-554-28 Dear Mr. Smith, This letter is in reply to your letter dated O~tober 2, 1990 the referenced property. On October I0, 1990 the contractor excavated a tut hole adjacent to the northside of the absorption bed. This test hole was ~xcavated in a manner that wou~d provide a cross-sectiono~ view of the absorption bed and was to a depth of 4' below the sand layer. The hole was dry at the time of ex.ration. On October 11, 1990 the co~ractor, Dan Roth from your office and myself ~xamined the t~st hole which at this point in t~e had water in the bottom of the hole. Measuring vertically from the bottom of the sewer rock to the water was $9". M~asurements identified by item #2 of your l~tter could not be verified. However, since the separation distance was less than 4' the contractor proceeded to construct a ~rtain drain approximately 25' up slope from the absorption bed. The curtain drain was completed on October 20, 1990 and a 4" monitoring wU was installed approximately h~f way between the ~zrtain drain and absorption bed. Mr. Roth and Mr. Robinson of your office revisited the site with me on October 24, 1990, measurement~ taken in the monitoring w~ll verified a separation between the water lev~ and the bottom of the absorption area to be in ~xcess of 4'. Additional fill was placed on the lower side of the asborption bed to flatten the slope and ~xtend the toe of the slope. This work was inspected by Mr. Robinson and Mr. Roth and found to be satisfactory. Exposed water and sewer piping upstream from the septic tank had been plac~d behind a shifting materi~ that completely enclosed the crawl space ar~a under the house. The piping is now protected in a manner similar to that provided by standard crawl space construction and shoed satisfy your concerns. ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 Page Two Lot 3; Sunny Valley Su§div~ion; November 6, 1990 RequeSt you approve the as-built drawing submitted for th~ upgrade and provide a copy to our office. If we may be of further service, please contact us. Tom Fink, Mayor Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 October 2, 1990 Robert A. Shafer, P.E. S & S Engineering 17034 Eagle River Loop Road Suite 204 Eagle River, Alaska 99577 Subject: Lot 3 Sunny Valley Subdivision, Notice of Violation PID #050-354-28 Dear Mr. Shafer: The purpose of this letter is twofold, namely (1) to return the attached disapproved as-built drawing so the corrected deficiencies in the mound system can be shown, and (2) to serve as your Notice of Violation for the deficiencies in this installation defined below. Permit #SW900206 was issued on July 19, 1990 for the installation of an engineer designed mound system upgrade on Lot 3 Sunny Valley Subdivision. It was clear!y stated on this permit that the "Engineer must notify. DHHS 24 hours prior to construction. DHHS must be present during both required inspections." This office was not aware that construction of this upgrade had been commenced until the as-built drawing was received on September 14, 1990. This is in violation of AMC 15.65.135.A, which was in effect at that time. Subsequent to receiving the as-built drawing on this upgraded system, this office conducted three on-site inspections during which the following discrepancies were noted: There is insufficient separation between the eastern most edge of the mound and an approximate 45% slope which drops vertically an estimated 40 feet. AMC 15.65.040.I.2, which was in effect at that time requires a 50 foot horizontal separation. Kids Are Our Future Robert A. Shafer, P.E. September 28, 1990 Page Two Groundwater observations on September 20, 1990 and September 24, 1990 showed a vertical separation between the bottom of the absorption field and the groundwater table to be 2.05 feet and 2.04 feet respectively. This is iR violation of AMC 15.65.060.A.3 which was in effect at that time. 3. The exposed sewer and water piping upstream of the septic tank and well must be insulated as required by the permitted design. The above itemized deficiencies must be corrected before this system will be approved. If this residence is occupied before remedial action is completed; the septic tank must be blind flanged at the discharge outlet and Utilized as a temporary holding tank. If this action is initiated, appropriate high level alarms must be installed and a pumping contract negotiated· It is strongly recommended that the remedial work be completed before the ground is frozen. No additional permits will be required for this remedial work. If there are any further questions, please call our office at 343-4744. Sincerely, ~ ~ ~/rog r am Manag On-site Services RWR/ljm:262 cc: Robert W. Robinson Civil Engineer On-site Services Pat Malone Box 112 King Salmon, Alaska 99613 ) / unicip& ity Anchorage P.O,~.~DX 196650 ANCHORAGE, ALASKA 99519-6650 (907) 264-4111 TONY KNOWLES, MAYOR DEPARTMENT OF HEALTH & HUMAN SERVICES March 24, 1987 Victoria Brittan Rainer Mortgage Foreclosure Department P.O. Box C-34040 Seattle, Washington 98124 Subject: Lot 3 Sunny Valley Subdivision Dear Ms. Brittan: It has come to our attention that the subject property has recently undergone foreclosure. It is our understanding that Rainer Mortgage is the current title holder of this property. This property is served by a private sewage disposal (septic) system and well. During the past three months the Department of Health and Human Services has responded to numerous complaints of overflowing sewage glaciating on the roadway below the subject property. An investigation of these complaints determined that the septic system serving this property was the cause of this sewage overflow. This poses an immediate health hazard to the neighborhood. The current resident of the pr6perty, L.H. Knight was notified that he was in violation of Anchorage Municipal Code. Attempts to gain the cooperation of Mr. Knight and a voluntary resolution of the problem have been unsuccessful. There are a number of possible causes of the septic system failure. The failure could be the result of ground water intrusion, system overuse, or perhaps freezing. The precise cause of the failure cannot be determined without further investigation. This investigation should take place as soon as possible because it is very likely that system failure may be seasonal; the problem may occur only during the winter and early spring. A private civil engineer should be hired to determine the cause of the problem. In any event, the design and installation of a remedy to the problem should be completed by July 1, 1987. Designs for the proposed installation should be reviewed by this Department prior to construction. As a temporary solution to the problem, we asked Mr. Knight to convert his existing septic system into a holding tank by blind flanging the outlet of the existing septic tank. This would prevent sewage from being discharged into the leachfield until a permanent remedy for the septic system's problems could be found. This temporary fix would allow the house to be occupied until the spring thaw when any excavation required for a "permanent fix" could be accomplished at a more reasonable cost. Mr. Knight has refused to blind-flange the tank. Dye wasintroduced into the septic system on March 20 in order to detect any further occurrences of overflowing sewage. A citation will be issued to Mr. Knight and/or the registered property owner if the dye surfaces below the leachfield. As title holder to this property, please be aware that you can be cited for a violation of municipal code. It is our intention to bring this problem to your attention and bring about its expedient resolution. Thank you for your cooperation. If you have questions regarding this matter please contact me at (907) 343-4744. Sincerely, Stephen S. Morris Civil Engineer On-site Services CC GUS Andress, P.E Manager, On-site/ Water Quality Programs A chorage P.O. -~OX 196650 ANCHORAGE, ALASKA 99519-6650 (907) 264-41 1 1 TONY KNOWLES, DEPARTMENT OF HEALTH & HUMAN SERVICES February 20, 1987 Dutch Knight P.O. Box 6854 Anchorage, Alaska 99502 Subject: Failing Septic System on Lot 3 Lakeview Drive, Eagle River Sunny~e-s Subdivision Dear Mr. Knight: As you know, the septic system serving your house has been determined to be illegally discharging sewage onto the surface of the ground and into groundwater. This is a violation of AMC 15.65.020. You were notified of this violation on the 6th of February. After observing the septic system over the past weeks, measuring the levels of the effluent in the absorption bed, dye tracing the effluent, and measuring fecal coliform levels in the groundwater and glaciation below the septic system, we have come to the conclusion that the septic system is being innundated by groundwater. This groundwater is mixing with the effluent from your septic system and emerging on the surface of the ground below the system. Dye tracing and high levels of fecal coliform bacteria in the ice and groundwater below the system have confirmed that the septic system has indeed contaminated surface and groundwater. This is a situation that unfortunately has no easy solutions. The illegal discharge of sewage cannot be ignored indefinitely however. You will have two weeks from the receipt of this letter to modify or upgrade your septic system so that untreated sewage is no longer being discharged onto the ground or into the groundwater. This can be accomplished in a number of ways. An acceptable short term solution is simply to seal off the outlet of the septic tank to prevent sewage from reaching the absorption bed. The septic tank will then serve as a holding tank. This tank will have to be pumped on a frequent basis because of its relatively small volume. A permanent solution to the problem can then be delayed until after breakup. Another possible alternative is to construct a curtain drain to divert groundwater around the absorption bed. The feasibility of this alternative must be determined by an engineer and plans approved by this Department before construction begins. It is possible to construct the curtain drain before breakup thereby providing a permanent solution to the problem now. If the curtain d~ain alternative is not feasible, it may be necessary to construct a mound-type septic system. The existing absorption bed would have to be rebuilt and raised four feet above the water table. Construction of this type system is best delayed until after breakuP. of In any event, weare requiring that the system be brought into compliance within two weeks of receipt of this letter. In the interim period the septic tank must be pumped weekly. Failure to comply with the terms of this notice will result in legal action. Thank you for your cooperation in this matter. If you have questions regarding this matter please contact me at 264-4744. If you need further information on the Municipality's emergency loan program for failing septic systems you can contact Stan Hoofard at 264-6732. Sincerely, Stephen S. Morris Civil Engineer On-site Services Robert A. Shafer, P.E. S&S Engineering 17034 Eagle River Loop Road, Eagle River, Alaska 99577 Suite 204 ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE LEGAL DESCRIP~ ON LOCATION ~ NO. OF BEDROOMS DISTANCE TO: IWelJ~ ~ [*bsorPtion~7~ ¢¢ Dwelling ¢¢ r~ Manufacturer c,p~ ,nside length Width Liquid depth ~ Well ~ Foundatlo~ ~e.rest Iot~ P~RMIT NO. i~ Type of cri~ Crib dia,ete~ Crib dept~ Total effective absorp~;~ ¢ WelI//~ Bui~dingfound.~o¢~ Nearestlotline /~ ~ ' OTHER PiPE MATERIA~ ¢~ SOI LTEST RATIN5 S--¢ ¢~ 72-013 (Rev. 3/78) ...... ~{N~,SiTE .&EWER ]~f:Rr~I3 ....... ~ OA]T£~ISSU£D: i :05/23/3~ : ] APPLICANT: EAGLE RIVER~ AK , ~..,,7 CONTACT P~ONE: 694-2979 LO~ LEGAL DESCRIP: SUBDIVISION: SUNNY VALLEY SECTION: 16 TOWNSHIP: 14N RANGE: LOT SIZE: . 59400 (S~.~I. OR AC~S) I ~ERTI~Y THAI. MAX KEES 5 S&S EKGINEE~ING . ~LOC~: NA FORTH 8Y THE MUNICIP~LIT~ OF ANCHORAGE (FOA) AN~ TH; STATE OF ALASKa, R~,~c ~TH ALL MOA CODES AND RFGUL~T!gNS~ 2. I WILL INSTALL THE SYSTE~ IN ACCC'" ~" ~ _ _ AND_IN CCM~LIANCE ~tTH~E DESiu~ CR!TFRIA OF THIS PE~qlT, . 3, I WILL ADHERE TO ALL MOA A~D ~iATE OF ALASKA REqUiRE~NTS [OR THE SEI BACK DISTANCES FRO~ DISPOSAL SYSTE~ oR PU~LiC IF A LIFT STAIION IS INSTALLED IN AN ~RSA COVE~ED !Y FOA E~UILDING CODES, THEN (1) AN ~LECT.RICAL PERMIT.A~D INS~ECZiON ~UST. ~E C~AINED; (2) AS~UILTS WiLE ~OT 6E AF~ROVED ~iTHoUT AN E[ECT~iCAL iNspECTIoN eEPORT; AND (3) THE ~L~C,~CAL ~K MUST ......... ..................... .... -?-- [:,EPRRTHENT ~ HEI::IL'TH RND - ..... E.N',,,' I R.I_ NI'IEN'f HL ~L 1 EL T I C N -'. S25 "L"' STREE:T., ANCHORFIGE., FIK 9~5C~t 26;4--4.72~ : BNCHORRGE ~94-2i~ : ERGLE RI',,,'ER PERf'IIT NO. S3%&~.4 APPLICANT: HRX I(EE5 PHONE: 3~37-2222 ADDRESS: ~J. 582 ERGLE RIVER RD ~ EFIGLE RIN,'ER., RK ~'577 LEGRL DESE:RIF'TION - SUBDIVISION: %UNNY MRLL. EY BLOCK: NR LO~; ~: LOT SIZE' 8 S6:!. FT. TOP~NSHtP: RRNGE: SECTION: - !'4RXIHUP! NLIHBER OF BEDR. OOP'IS 8 SOIL RRTING = 8 8 ¢ (SLZ4. FT. ,-'"BR> LISTED BELOb~ RRE THE OPTIONS RVRILRBLE TO YOU iN DESIGNING YOUR SEPTIC SY%TEI't. CHOOSE THE .OPTION THRT BEST FITS YOUR S;ITE. I CERTIFY THFIT: i. I AP1 FRP1ZLIRR I*IITH THE RE~;]UIREP1ENT$ FOR ON-~ITE ~EI.,.IER$ RND P~ELLS RS SET FORTH BY TFIE HUNZCIF'FILZTY OF RNE:HORRGE RND THE STRTE OF RLR$KR. 2 I 1.4IL. L INSTRLL THE ?T'STEH IN :ICCORDRNCE [4ITH THE CODES aND HR',,,'E RECEIVED R COPY OF' THE CODE %U["IP1RRY :IND Z¢IRGRR['I RTTRCF.ff'IENT% .4HICH I% PRRT OF THI$ F'ERH I T. ~:. I LINDERSTRND THRT -FHE ON-.-%ITE %EI.qER $'~.'$TEI"t HRY RE6R.IIRE ENLRRGEf'IENT IF THE RESIDENCE IS REFIODELED TO INCLUDE I'"IORE THRN C~ BEDROOPt%. F'ERHIT RF'PLICRN1 I'tRS THE RESPONSIBILITY TO INFORM PER%Of.,INEL DURING THE INSTRLLRTION IN2;PECI"IONS¢ GF RNY t.4ELL$ laD¢~CENT TO THIS PROPERTY RND TNE NLIP1BER OF RESIDENCES THRT THE P.IELL P~ZLL SERVE. IF R LIFT STRTION IS tN%TRLLED, RN EL. EE:TRICRL PERHZT RND INSPECTION HUST BE OBTRINED. 1:IS-..-BUIL.'TS CRNNOT BE RPPROVEB 1.4tTHOUT RN ELECTRtCRL INSPECTION REPORT. THE ELECTRZCF:IL 140RK I~IU$T BE DONE B'.," R LICENSEE:, ELECTRICIRN. _, t ~-~[~E[., ltF F L I L. hlhll : i SSt..IED BY: llla,, I..EE_ DFITE: Permit~ ~ ~ Applicant: MUNICIPALITY OF ANCHORAGE Department~ f Health and Environmenta.~, protection ~ ~ 825 ~ Street, Anchorage, AK. ~9501 264-4720 * * * HANDWRITTEN PERMIT * * * W~D/OR ON-SITE SEWER PERMIT__--~,~~~? /~2~ Mailing Address: /~ L/~ /~/ Location: Phone Number: ~ ~- ~/~ ~ ~~ ~~ Lot Size: Legal Description: Type of Soil Absorption System~/Is: / Trench: ~/ Drainfield: Seepage BeC: Holding Tank: Maximum Number of Bedrooms: ,~ Soil Rating(sq.ft/br) /'.~ The Required Size of the Soil Absorption System Is:' DEPTH /CP LENGTH c/~ . GRAVEL DEPTH ~ WIDTH The length dimension is the length(in feet)'of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the o~tfall pipe the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE =~~ALLONS * * Permit.applicant has the responsibility to info~ this department during the installation inspections of ~ny wells ~dj~cent to this property and the number of residences that the well will serve. * * * TWO(2) INSPECTIONS AR5 REQUIRED * * * Backfilling of any system without final inspection.and approval by this department will be subject to prosscution. Minimum distance between a well and any on-site sewage disposal system is 100 feet for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days Of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 31~ 1 9 $ 3 * * * I certify that: (1) I am familiar with the requirements for on-site sewers set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site the residence is remodeled to AppliCant and wells as sewer system may require enlargement if include more,that 3cb~ooms.~ i "~j MUNICIPALITY OF ANCHORAGE / · DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ~ ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHON~ ~NEW ~ ~;~ ~?- ~-- ~.. ~) ~ ~0 ~ UPGRADE MAILING ADDRESS Well ~ Ab~orptl rea Dwelling PERMIT NO. ~ Z Manufacturer Material No. of compartments ~iq. capacityingal[ons~OO~ IFHOME~DE; ,nsidelength e~ Width U~ ~O~ DISTANCE TO:.. ~ ~ ~--~OZ< Manufacturer ~ ~ Uateria} Liquld capacity in gallons O Well Foundation Nearest lot line PERMIT UO..~ -- No. of lines ~ Length of each~ Total length of lin~ Trench width~ Total effective absorption area ~ T°P°ftil"t°finishflr"d° ~t 0~1 Material bonoath tile ~ 0 ~ p Type of crib meter Crib depth Tota~ effective absorption area ~ D~STANCE TO: . ~11 Building foundation Nearest lot line ~ C~ss ~ Depth Driller Distance to lot line PERMIT NO. m Building foundation ~ Sewer line Septic tank Absorption area(s) ~ DISTANCE TO: OTHER REMARKS 72-013 (Rev. 3/78~ PERMIT NO. ( 78009R DEPARTMENT OF HEAi,,TH AND ENVIRONNENTF4L PROTECTION 825 "L.; STREET., RNCHORFIGE,, FIPPL I CANT LOCATION L. EOAL MILE HIGH RD LS SUNNY VP~LLEY S/D BOSTON LOT SIZE D4960 S~,[4UARE FEE;T TYPE OF SOIL ABSORBTION SYSTEM IS: TRENCH MPIXIMLIM NUMBER OF BEDROOMS SOIl., RATIN(~ (£4Q FT/BR),~. i50 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIEL. D. THE DEPTH OF R 'TRENCH OR P~'r ~:s THE DISTANCE BETWEEN THE SURFACE OF THE OROLIND RND THE BOTTOI'4 OF THE EXCAVATION (IN FEET), TNERE IS NO SET WIDTH FOR TRENCHES. THE 8RAVEL [:'EPTH IS THE MINIMUbt PEP'TM OF' GRAVEL BETHEEN TI4E OUTFRLL PIPE F~ND THE BOTTOM OF THE EXCAVATION (IN FEET). PERMIT APPL. ICFINT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT [)URING TNE INSTFILLRI'ION INSPECTIONS OF ANY HELLS ADJACENT TO THIS PROPERTY FIND THE NUMBER OF RESIDENCES THFtT THE NELL [,JILL.. SERVE. BflCKFILLINO OF ANY SYSTEM HITHOUT FINF1L INSPECTION AND APF'ROYRI_. BY THIS DEPARTMENT NILL BE SUB.I'ECT TO PROSECUTION. MINIMUM DIS'I"FINCE BEI'WEEN FI NELL AND FINY ON-SITE SENFIGE DI$-;POSFIL S;Y~;TEM IS :LO0 FEET FOR A PRIVATE I4ELL~ OR J. 5O TO 200 FEET FROM A PUBLIC NELL DEPENDINO UPON THE TYPE OF PUBLIC NEL,L. OTHER REQUIREMENT~ f'lRY APPL. Y. SPECIFICRTION~ t~ND CONSTRUCTION [:,II~GRRMS ARE P]VRII..BBLE TO [N~URE PROPER INSTALLATION, CERTIFY THAT I PIN FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SENERS AND 14ELLS AX SET I FORTH BY 'THE MUNICIPALITY OF ANCHORAGE. 2: I NILL INSTFtLL THE SY~¢TEM IN RCCORDt~NCE NITH THE CODES. 2; I UNDERSTAND THAT THE ON-SITE SENER SYSTEM MAY REQUIRE ENLRRC~EMENT IF' THE RESIDENCE I~ REMODELED TO INCLUDE MORE THAN 2~ BEDROOM¢~. ....................................... flPPL ICFINT I'I¢iXU; E ES , Performed For Lena1 qescr~ntton: Thts ~orm Renorts So~15 2204 Cleveland Anchorage, Alaska 99503 Date Performed 3-27-78 Kees .~ Lot3Block__Subd~vtstOn Sunny Valley g,,~a~,~4~' Lo, Yes Percolation Test OeDth Feet Sotl Character'~stlcs 1-' Eeat Sand Brown Slightly Silty Gravelly 4-- Occasional Cobbles 8-- 10-- 14~- Bottom of Test Hole 20-- Was ~round Water Encountered? No ~/~. If Yes. At what De~th? Readtnq Date Grnss Ttme Net Ttme Depth to H20 Net OrD, Percolation Rate Utnute Prn~osed ~nst~: Seenaae Pt:· Dratn F~eld Oeot~ of ~nlet De.~t-~'-T~--gB'~'~om Of Ptt O~-- Cn~MENTS: 150 S_~. F~_drainage area requi, red per be~roo_~L~__ ... Test Performed By~.¥~,.~ __ Data Certtf ed B Oate:~ LOCFtT!L-~N HILE HIGH Iq:D LE:EiFIL 1_3: :,l.J[4Nr ","¢~L!_.E"r' LOT :,I~.FE. E~,:TS~E;EI E;I;LRE'E F'E;E'I" HINIHLIF1 E:,];E;"I"I~t'¢r':E E:ETI.,.IE:EN R NELL FIN[> I:IN¥ ON-E;);TE :E;EI.,.II:IGE [ :tEIEI FEET FOR FI F~RI'v'FITE NELL.: 15E~ TO 2E153 FEET ~ROH R P_IBLIC klEL.L. B, EF'EN[:,INI} UFICIN THE T'¢F'E OF i'UE, I...IZ: kIEL[ .... klELL LOGS FIRE RE(;¢_iIREI::, RI"~E:, I"IUST L,E RETLIB:NE[:, TO THE(.EFHF.fllmF,~ ElF THE [4EI._L 'z:r]HF'[_ETIZIN. ZTHE~' F4:EQUZFREHEN'f'~; f,lR~.' HFFLr. ~;F'ECIFICFITI2N'5 FtF,IE:, COhlE;'t'I~:UC':TIZN [:'!~:IGRRHS; FiRE "': ;' :' F'g:'I-IF'~:~;' ZI~:. 1 dL..L..H1 IIJhL FIVR]]LFIE:LE TO III_UI..[ ............ ": ' - I CERI-IF'T' 'FHRT !: ! RH FFIHIL. IFiF~: 1.4ITH THE F4:E6:!I_II~'~'JEHENT% FEIR ON-SITE '.'.:;EklEt~'.S'5 FORTH BY' TklE HLINICIF'f:IL:[T"r' OF FINCHOF~:FtGE;. 2: ]: 1.4ILL INSll'RLL THE ~;'T'STE['I ]:[.~ FtCCOR[)FINCE NITH THE CODES. ~; I GNE[:,: -RF~'L I CRF~T I'IFt~:;} I<EE~; by A & I, DRILLING COMPANY BOX 97, EAGLE RIVER, ALASKA 99577 · TELEPHONE 694~2588 OWNER OF LAND /'~s~ [~:?~.~ ADDRESS /_~/~/ ~O~ ~ LEGAL DESCRIPTION ~ ~ ~O ~ DATE- Started ~/2q~ Ended PERMIT NUMBER 7~ O O ~y ! DEPTH OF WELL ~ 40 -t t'TS?ATIC LEVEL OF WATER FT. DRAW DOWN FT. GALS. PER HR KIND OF CASING KIND OF FORMATION: From ~) Ft. to ~ From O~ Ft. to 7 From ? 'l Ft. to/5'1~ Ft. O~'~ ~0~,~O From Ft. to t From _ Ft. ~' From From/.~O Ft. to From ~t~ Ft. to °~J~O Ft, From ~t~O Ft. to 3o/ Ft. From From From From From q'?~ From__ From From From.~ From Ft. to ~00 Ft. /~-¢,~,g't~ ~ t~ __.Ft. to ~oq Ft. z3~"ff'~ ¢",~ Ft. to Ft, ~)*~2~'T~ Ft. to ~$~ Ft. /J~'d,~a~c--~ _Ft. . Ft. Ft Ft. Ft. Ft. to Ft. to Ft. to Ft. to Ft. to Ft. to From Ft. to Ft Ft. Ft. to.__Ft Ft. to Ft. Ft. to Ft. From__Ft. to Ft. From__Ft. to.__Ft. Frmn Ft. to Ft. /~"7~ 7~v '~ t~'g:~F r o m Ft. to___Ft. From Ft. to Ft. From Ft. to Ft From Ft. to Ft. From Ft. to__.Ft From Ft. to__Ft From Ft. to Ft From Ft. to .Ft. From Ft. to Ft. From Ft. to__Ft MISCL. INFORMATION: 4 I '-.Y' 7'o'r DRILLER'S NAME ~ ~ ~ ,,~., ' · ,= APPLICi.._JT FILLS OUT UPPER HALL~NLY Property OWn r,:!/~/~'~-,)( C'~ . ~ ;; ~ ~ Phone ' '~ Zip Code Address ~' Lending Institution /?...~ ~)r, ~;~ ~ ~ ~.~{' ~ ~ ~ ~ ~[-~ ~)o~'~ ~ P~one Address -~d~ Realty Co. & A~nt ~ Phone Legal Description Street Locat,~ Type of Resi~nce ~ Single Family~ .; ,-~" ~ Other Waler Supply ~ Public Utility ~ewer Disposal Individual Year Individual Installed: Time Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector Field Notes: i~ ~ (,...~1,~ MUNICIPALITY OF ANCHORAGE DEPT· OF HEALTH ~T-~'~) ~ ENVIRONMENTAL PROTECTION (~ APPROVED ~EDROO~S 'CONDmONS O~ APPROV~'~') (,DISAPPROVED ( ) CONDITIONAL APPROVAL* October 7, 1983 1502 Eagle River ~oad Eagle River, AK 99577 Subject: Lot 3, Sunny Valley individual sewer alld water facilities cannot the ~ollowing items ~]ave been completed: Approval £or the be 9ranted until o 'fChe top o~ the v~ell c~siag should be sealed so that it water ti~ht. ~ ~ _~..~13~ 10/~ ~ ~ ~ vioiat o Exposed electri'cal %~ices to the well head are in of the D%unicipality o~ Ancbora~ ~ode~ and ~aus~ be encas in conduit. ~ 6~e /0-~ ' ~O~ ~ ~ o 'l'~le septic %ank pumped witil a receipt suDn]itted to this department. Please notify this Departme~t for a reins~ection w~en the noted discrepancies have been corrected. If there are any further questions, please call this office at 264-4720. Sincerely, CW63/ej/E2 Cory ?~l&ls, 14, L;. Acting Se%~er & ~Aater Program ~!anager Alaska 99.0 ..... .~~ OEO 8 1978 ENVIRONMENTAl. ENGINEERING DIVISION Telephone 264-4720 REQUEST FOR APPROVAl.. OF INDIVIDUAL WATER AND SE ~ROPERTY RESIDENT (I diffelen~:Iromabovel - I t~ ~UYER MAILING ADDRESS 3. LENDING iNSTITUTION PHONE i MAILING ADDRESS STR E:ET LOCATION NUMBER OF BEDROOMS (~ One [] Four [] Other ~ SINGLE FAMILY ~ Two [] Five [-_~ MULTIPLE FAMILY [] Three EJ Six WATE SUPPLY INDIVIDUAL~ * ATTACH WELL LOG. A well log is required for aH wells drilled ~ ~' COMMUNITY since June 1975. For wells drilled prior to that date, give well ~ PUBLIC UTI LITY depth (attach Io~ if available.) ~ INDIVIDUAL/ON-SITE~" ~lf individual/omsite, give installatioo dateJ~P ~ If system is over two (2) yearsodan adequacytes is required ~ PUBLIC [JTILITY by th~s De~)attmel~t. NOTE; THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIA'I El). 72-010(3/78) i'llIS SII)t~ FOH OFFI(;IAI. USE ONLY lob! APPOINTMEIXJTS i:. 'FYPL ( I RuSIDENC; bJUMREfi OF BEDROOMS ! E',INGI.E F/\MII.Y F]] ONE t J TtlREE [ ) FIVE []] OTIIEI/ i ; MUITIPI.I~FAMILY COMMUNITY F'UBI_IC I1'1'11 l'l'Y ,:}]','IDUAI /ON -SITE ~A':Fi' '~:l iC IllILli'¢ WEI.I TO: (. :OMIdENTS [~APPIIOVt]D FOIl _ ~ . [d~IDROOMS i I CONDI-I IONAI.. APPROVAL (Icttel must a(:~:n~m/ (:e~tificate) [ } DISAPPItOVI~I) / / Anchorage P.O. B(~..)196650 ANCHORAGE, ALASKA 99519-6650 (907) 343-4200 TONY KNOWLES, 5-0 28 DEPARTMENT OF HEALTH & HUMAN SERVICES November 3, 1987 Madeline Caselli 725 North Lane Anchorage, Alaska 99508 Subject: Lot 3 Sunny Valley Subdivision, Septic System Approval Dear Ms. Caselli: Please consider this letter as a follow-up to the phone conversations we have had in the past week. You are well aware of the problems that the septic system serving the subject property had last winter. The primary interest of this department is to prevent a re-occurrance of these septic system problems in the future. Given the past problems of the septic system, you have asked if the Health Department would object to you occupying the house prior to completely resolving the problems with the septic system. The department does not object to the occupation of the house on a temporary basis with the following stipulations: The existing 1250 gallon tank must be blind-flanged (the outlet must be capped-off) and equipped with a high water alarm system. The occupant of the house must enter into a pumping contract with a department-approved septic system pumper and pump the tank on an as-needed basis. e Ground water monitoring must be initiated to determine the cause of the problems with the existing septic system and to determine if the existing septic system is in compliance with municipal code. This investigation may also serve to provide engineering data for a new septic system if it is determined that the existing system is non-functional or does not meet code requirements. This investigation must be conducted by a registered civil engineer. e The house plumbing must be insulated and heat taped or otherwise satisfactorily protected from freezing. Funds must be escrowed in an amount sufficient to cover the cost of a septic system upgrade to meet municipal code requirements. If deemed necessary, this upgrade must be completed no later than July 15, 1988. This letter does not constitute a formal "Health Authority Approval" (HAA) for the subject property. A HAA can be issued for the property pending a satisfactory well flow test and water sample results. This HAAwould be issued with the same stipulations referred to above. Sincerely, Stephen S. Morris Civil Engineer On-site Services cc Gus Andress, P.E. Manager, On-site and Water Quality Programs Robbie Robinson, On-site Services