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Home My WebLink AboutHENKINS BLK 5 LT 912_ .. ,- '.~ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 82[5 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELl INSPECTION REPORT NAMEMrs Trudy Hanks MAILING ADDRESS i~.0. Box 45~ Eagle River ~laska 99577 , Pg§%t3362 E .EW [] UPGRADE LEGAL DESCRIPTION ttenkins Block 5 lot 9 LOCATION DISTANCE TO: , 8 ouns et ~'lastmc Manufacturer o · ILq capacty riga omi 2000 ~'al IF HUMEMADe: DISTANCE TO: I Manufacturer No~ ~ Length of each line 1 I ?o Top of tide to finish grade ~~Width Type of crib Well ICes - O / , Depth . DISTANCE TO: Budding foundatmn NO, 0 ~[~Br E DF~OOMS Chugiak Alaska 99567 3 d~/triplex M~ar~al ~ of compartments 1berg±as No. ~nside length W dth Liquid depth Dwelling PERMIT NO. Material Liquid capacity in gaDIons Foundation Nearest lot line PERMIT NO. Total length of lines Trench width Distance between lines 7o ft I 4.5 ft inches " Total effective abEorption area Material beneath tile I 1 II ~/,(, ~ ~ 5 ~t gra~¢el ~--2~- inches Depth PERMIT NO. Crib depth Total effective absorption area Building foundation Nearest lot line Driller Distance to lot Dine PERMIT NO. Sewer line Septic tank tion area(s) OTHER PIPE MATERIALS Sewage 4"diam line plastic SOIL TEST RATING ¢'k~, ~..p~. ~3~ Perf line 4" ckSTM B3350 INSTALLER }Iaa~ks R EMAR KS Soil in trench 3-4 ft silt brown 5-7 ft silt with some gravel Used ~o~ 6 ~ ~o~e ~o~ ~e~c. APPROVE/~ DATE LEGAL GREATEr ANCHORAGE ArEA BorOUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C"STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 PERMIT NO. SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT NAME DF APPLICANT ,NSTA'.LATION LOCAT,ON "Z)t LEgal D~scRmPTION INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH PHONE SEEPAGE PIT , DRAIN FIELD . OTHER NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE /~) ~ TYPE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT . DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK ,SEEPAGE PIT .,DRAIN FIELD TO NEAREST LOT LINE. / SEEPAGE PIT DRAIN F~ELD //~ ALSO CONSIDER AREA WELLS. WATEr MAIN TO SEPTIC TANK , SEEPAGE PIT DRAIN FIELD SEPTIC TANK, ., SEEPAGE PiT , DRAIN FIELD TO RIVER LAKE STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. OR 7'V' /~,'.,,'~: / SEEPAGE AREA SIZE TYPE '"¢, ..5" /,~/~£ ,5" ' r~ DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR With THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE aBOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. .... -z3 72 ...................... ,.2 /& .....x/_, MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Pouch 6-650, Anchorage, Alaska 99502 276-222~ SOILS LOG- PERCOLATION TEST [] SOILS LOG PERCOLATION TEST PERFORMED FoR:Mrs· Trudy Hanks, P.O. Box 45 Eagle River Alaska 995?7 LEGAL DESCRWT~ON: He~ns Block 5 lot 9 Chugiak Soil Description SLOPE 1 2 3 4 5 6 7' 8 9 10 11 12 13 14 15 16 17 18 19 20 Upper Hole Brown sandy gravel Gp Brown s~ndy silty gravel moist GM Bottom of hole COMMENTS DATE PERFORMED: I June 1978 WAS GROUND WATER ENCOUNTERED? SITE PL/~ oI I I I i Ei IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop 0 rain 1J,,ne 38" st ~rt · 9 "/min 10 47" . 5"/min 20 .52 · ~"/min 30 56 1.2"/min 4O 68 50 68 PEI~I~ LATION RATE (mlnut es(~:h) TEST RUN BETWEEN FT AND The perc test run above is invalid as water was discovered at 4,Sft It is believed that this water is from the existing ~eptic tank ~d details PERFORMED BY: CERTIFIED BY: P /~ DATE: SOILS LOG PERCOLATION TEST /~_~_~t~, M~UNICIPALITY OF ANCHORAGE ~ SOILS LOG - PERCOLATION TEST ;' PERFORMEDFOR;~'[~S. Trudy H~ks~ P.O. ~o~ 4~ ~ATEPERFORMED: 22 J~e 1978 Eagle RiYer Alaska 99577 LEaAL DESCRIPTION: HeJlkiDs SubQ~ivl si on; Blonlc 5;SLOPE Soil Description in_ 4.~'~. 1 2 3 - 8 9 10 Trench Brown sandy ~ravel dry GP Brown silt, Grey br~n s~dy ~ravel Brown silt~with some gravel, ~[L Brown sandy gravel,Gl Brown silt, ~,IL 'ater at 10 ft WAS GROUND WATER S . . ~. - I ..... : ENCOUNTERED? 10 ft o E IF YES, AT WHAT . , ! : : DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE (minutes/inch) 11 12 13- 14- 15- 16- 17- 18- i9- 20- TEST RUN BETWEEN FT AND Fl' COMMENTS A 74 ft trench was excavated 82 ft behind the house~ 1lOft from tho water well in :Front of the 'houso. q'he bottom of tho trench ,fa_ties fr~.~ ft in~p~h at the l>~-z~-~ 'l'be s~le ofl the trench llavp a stratified sa~d and ~%7~0~y~ separated by ao~A~t layer. Comments continued: ,/ 'i~he depth of the gravel and silt strata varies~ along the trench. At ~other spot ~n the trench the soil log was as follows: 0-1 ft - Bro~m silty gravelly sand $~ 1-3 ft - Broom silt, ~iL 5-Sft - Bro~ sandy gravel, OP 8-lOft - Brown silt, MD 10 ft - water was encountered in the bro~.~ silt / , ' [~ SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Pouch 6-650, Anchorage, Alaska 99502 276-222.'~ SOILS LOG- PERCOLATION TEST [] PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: Her~c~ns Bloc~ ~ lot ~: So±l Desc~±~t~o~ i 2 3 4 5 6 7 8 9 Mrs. Trudy Hanks, P.O. Box Eagle River, Alaska 99577 SLOPE Brown sandy gravel dry With cbbbles 3-5" GP/SP Brown s~dy silty gravel moist GM DATE PERFORMED: '~ 1May t978 10 11 12 13 14 15 16 17 19 2O COMMENTS WAS GROUND WATER ENCOUNTERED? Brown wet, saturated sandy silty ~rave~ YES, ATWHAT ~ DEPTH? See attached Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND __ FT drawing and letter for details BRUSS & ASSOCIATES 1940 POST ROAD ANCHORAGE ALASKA 99501 PHONE ¢~07.) 279- 5033 BERNARD BRUSS P.E. CONSULTING CIVIL ENGINEER 1978 Mrs. Trudy H~undcs P.O. Box 45 Eagle River Alaska 99577 De~r Mrs. Hanks: The attached Soils Log- Percolation test, site location drawing and this letter describe the test performed on your property. ~hvo holes were drilled f~r a soils log on Wednesday 31 May 1978 and a percolation test was performed on Thursday 1 June 1978 at the Hanks residence, legal description Henkins Block 5 lot 9. The lower hole as shown on the attached drawing was drilled down to' 16 ft and the upper hole was drilled do~n to 6 ft. The percolation test was performed on the upper hole. Both holes were 12 inched in diameter. The attached drawing shows relative elevations of the two holes and the surrounding ground. The lower hole had brown sandy silty gravel GM down to 16 ft and water was encountered at 8.5 ft down, approximately elevation 13.5.'In the upper hole no water was found after drilling down to 6 ft however during the second day after checking the hole before and .after the pero test it is believed that water is found there at 4.5 ft down at approximately elev 22.5. The perc test as run is thus invalid as the water in the hole appeared to drain down into the hidden water at the bottom of the hole. It is believed that the water seepage from the existing upper '.pe~qrat~d septic tsazk located 46 ft away and 3 ft above the upper test hole is the cause of the water being 4.5 ft below the ground at the upper test hole at elevation 22.5. The water table at the lower test hole was found 8.5 ft below the ground at elevation 13.5 and this should be the normal elevation for the ground water at 'the upper test hole were it not for the fact that the existing perforated septic tank has been saturating the ground around it and below the tank. The existing water wells in the adjoining properties limit the use of a 10 ft strip by 90-100 ft long for a leaching trench and septic tank location. The existing house is a 4 bedroom house and an additional bedroom is being contemplated to attach to the house this summer. Based on 225 sq ft per bedroom seepage area for a GM soll 1125 sq ft of drainage field would be needed. It is recommended that a 1500 gallon' tank'be temporary installed at the lower test hole location approximately 128 ft behind the building and a temporary septic trench be constructed in the vicinity of the lower test hole with all the sewer piping from the building be connected to a 4 inch plastic pipe (ASTM D3034) that would connect to the septic tank and leach field at the temporary location. This would allow the upper test hole area to dry out (hopefully) as there would be no further sewer seepage in that area. The existing perforated tank should be removed. It is recommended that with the passage of two or three months, during this fall,a test be run at the upper test hole to determine whether the water table there has dropped any and if s° to run a perc test there and install a permanent seepage trench and a septic tank in the 10 ft strip running across the property in the vicinity of the upper test hole. The design of the septic trench would be based on findings obtained during the perc test. Very truly yours, Bernard Bruss, P.E. E:,EF'F!F.:"I"HI;N'4! OF* HE:FILTH l::hN[::, E:N',,,']:F.':OI'.,!HE:NTFIL. 2.~!i:J..O E:. ']I...I[}(}F;: [4:[::,.., PEF.'!H:[T NO. ,:."76062.':, F.'.FILF'I..~, HULI~:E:F.:T E:O::.:', ~i68 '745,."~-~86 L..OC:I::iT )~ ON [) ~ V ;[ ~-~; ~. ON ST LE;(TJI:qL L:~ E-;'.5 l',t[~:Jf.,ll-::.':!:N5 SLID[:, LOT Si[ ZE: ;;3{{~C~0 0 t"I):N):HtJH [:,IS'['FINCL:.': FE:C'IH Ht:~:L.L. TO FIN~/ SEP"i":[C TI::INI~</F'FICKFIG[~': PLFINT OF~ SO]:L. FIEV, SOF::F'TION 5'-r'S'fEH !5 t00 FT FOF:'. FI F'I~tt',,,'FITE:!-,.!ELL RN[> FOf'~: FI F'UE',L:[C F.IELL. NEt.,.[.. LOGS i'1I. JST DE: f;:EiTLtI:;:tF,!E:D TO THE HiTH!N 30 [:,Ft"r'S OF:' THE NELl._ COHPLE'!" ]: Of,l, SF'E:C::[ F :£ CFIT :[ ONS FIND CONSTF:UC:T I ON ! Ng.';TFiI...L.I::IT :[ ON. ..'[ ""_.El:..,'; i ..... l--r' ' "i'HFt'['. :[ FII"I F'FIHILi.(FtE:. I.,J:[TH THE 1E.NT.9.'; FOR: ..f.,!-:,Z~ ' ....... i'E. S;Eif.qEF::E; I::INE:, HELLS Fl'."-:; ..... '::;',E'TFq'~t';.'TI~I E, r' 'i"HE: i"iLiN, :[ f::. ]1F'FI!_. Z '["~' OF' H :[ EL Z NS'TFILI_ :[ N FIC:COF~:E:,FII'-,IF:E. I.,.t:[ TH '[H[E COI)[~:.. . ..... ,-, '~ '""'- -'.. ....... .. - - " ' ' -W DRILLI Inc. -- - · .-~%'"~": .:..:.,.': ?":,..~ . ,' - .. P.O. Box4-1224 ..1310C nternatona ArportRoad '. '. -.' b:.:': ':".., '2} .i" , ,: - ANCHORAGE, ALAS~ 99509 ' ' '-' :-"' -'~:.>'~.'('. - · .. ',..v , ~ , DRILLING LOG .. ' ' :: .,..,:, .~;.'.' ':.~'~::::::~?:'~:;{ ~:. L~ca, ion (address of; 'Towns~p, R.ge, ~ection,' !~ ~o~,~ or'dish'nee mai~ ro~d '" :' ~.~.. ~,~.~:-::~ .u.- .- . - .-.. , '~..,.~ ~' , , . - ,',~ . , ,. ,.: ?..'..?j,,.:/ :~:: L9~ Blk 5, Henkmns Subd~v., Chugm~":;,',, ~., · · ".,, '~'-_'.-'., :~'-:,.v.{5:,,.':.. ": ' . - · '_' ' . ,-'. ' ' : . : .'. '..,!:': ~...: _-f..-:?: .,.-Size of cas~g 6_ Depth of Hole 62 feet Cased to 60,4 feet ' [ :.'::?' L: } -: ..' · ..-- . · ' - ~-~ i?:.;.. ., ' :.. .- " : ~,~ ~(~..~[Staiic water level' B0 ft.' ¢~';':. ~¢loW):lana surface, F~aish of well (check one) open end ]~ i~ ~;~ i . - - '~ q~ ~. ' · . -f' .' : ' , . .'-. ; ' ' - :.:~-~- ..... Sereen~( ...... ); Perforated (.-. .... ~:.):~.-~-: '.:- , .................. ':', ........ .:- ............ ..';....~-':,:":' ....'~,:.t~', ...;.;~ ~ ,: ,~: .... .,,., Describe. screen or perforatlon ..... .... - t' :;,~'t'-::: :We~. p~p~ng test at 30 gallo~ pe~ (~) (minute) for 1 hours with 100~ ,.", .ti ":l'~e:r.x'-'-:.: of ~awdown from statm level;..~,~ -[?~ ~-' '. - : : .-~'-,, ~-- , ·.-" - . · ,~: ::. :"',~:'-Dntenf~nmnlCtln. 6 ADr~i 1976 :.: .., · . . . , :-: : . .... ., , _:,,', ~ ...... ...... . __.,~.~?~.~4i.,, ,-_ WELL LO~ .,~r ' .. ' .... · · ....... · ..... Depth in feet from ........ , ...... . .......... ;.[ .... :[ ~ '..'-,~0und surface Give details Of:formations penetrated, s~ze of material, color and hardness ;'F':.-: :?-'u - . -, ' .- ' '~ .... ::,. '. -: .-';'V':(:~ ,.':.~:~ 0 TO 2 C~smnq"Stickup "' '.-'.:'-" - - ' ,- .:... ~,...-..,-, . . .. . -:~-..~ %:~ ,.~,~-e~- . .. . ,-. :.,:.. . . * .. . :.: :.?~ ~;:'~i -~?~',~:,?.'::: 20 TO "55' ' '- . Sil:tv-.'Gr~M~:-~" ':- '-"' .: ..... ' .... ";' ~" -' '-" ' ' .'.. :"'" "?":".:" ' ' '.'""" ".':?? [::,:/::.[::L,:-.: :..~ : · ' --:-: --..:_,--~,~,':~3: ,~-~:gff,~:~/~..-':"-:',:--~¢-:;~ . .' ' ---: .;..,: · ' ~ ~0 ~Xl:~'f~ ~" '~,' ~ · c t' ' ' ' '[': 'i'"-":!:''' .TO -- CUSTOMER NAME LOCATiON~31U ('-alC~w ~"q~ Department. 3330 C Street°f Environmental Quality /~/~ ~.~/~t) ~ ~ ~ ,_~" ~tJ ~ Anchorage, Alaska 99503 ~,~ INSPECTION REPORT ON-SITE SEW AGE DISPOSAL,~'STEM ~ ~ S MAILING ADDRESS PHONE DISTANCE ~ FROM WELL MANUFACTURER MATERIAL INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH NUMBER OF COMPARTMENTS LIQUID CAPACITY GALLONS. NUMBER OF PITS __ DIAMETER __ OR WIDTH__ LENGTH DEPTH LINING MATERIAL BUILDING FOUNDATION ADDITIONAL ABSORPTION. CRIB SIZE: DIAMETER__DEPTH DISTANCE FROM: WELL TOTAL EFFECTIVE NEAREST LOT LINE ABSORPTION AREA (WALL AREA) SQ. FT. TYPE CONSTRUCTION BUILDING NEAREST FOUNDATION __ LOT LINE CESSPOOL OTHER SOURCES APPROVED DISAPPROVED DEPTH DISTANCE FROM: NEAREST SEPTIC SEEPAGE SEWER LINE TANK SYSTEM REMARKS DISTANCES: INSTALLED BY: PIPE MATERIAL · LOT SLOPE: REMARKS: DIAGRAM OF SYSTEM DATE GREATER ANCHORAGe Area BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C"STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO. NAME OF APPLICANT INSTALLATION LOCATION MAILING ADDRESS PHONE INSTALLATION OF: SEPTIC TANK I ~-~J-~ (~'l~J,.-- TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH SOIL TEST RESULTS COMPLETION DATE ANTICIPATED SEEPAGE PIT {~ , DRAIN FIELD , OTHER TO BE INSTALLED BY NOTE: THIS PERMIT IS NOT VALID WITHOUT SCI/ T~ST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK ~ ~ FOUNDATION TO SEEPAGE PIT '~ ~ SEPTIC TANK TO SEEPAGE Pit WALL / ~- I SEPTIC TANK ., SEEPAGE PIT TO NEAREST LOT LINE. WATER MAIN TO SEPTIC TANK DRAIN FIELD DRAIN FIELD ~ 0l ~ ~ , DRAIN FIELD SEEPAGEP'T i20/ AlSO CONSIDER AREA WELLS. , SEEPAGE PIT SEPTIC TANK. / (-)0 ' . SEEPAGE PIT J O0 j TO RIVER. LAKE, STREAM. DRAIN FIELD CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION S FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETer CAST IRON SIPHON PIPES Ol~ SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. LICENSED DESIGNER DIAGRAM OF SYSTEM I CERTIFY THA~ I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIB D SYSTEM IS IN ACCORDANCE WITH SAID CODE. ) ~ E GEOTECHNICAL 8 DEVELOPMENT CO. Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 Russell Oyster Earl Ellis 694-2774 688-2280 Soils Ef Foundations Land Development SOIL LOG Performed for: Name: /~/~*~ /---"~/~/3 Tel, No. 'Legal DescriptiOn: Z~ ~, -~ 5~ ~ ~/~/~ Depth (feet) 1 3 6 7 8 10 11 ]2 Ground Water Encountered: Yes ~-/ No Proposed Installation: Seepage Pit.__ Comments: P/T /$ b//Z£~/-a ? If yes, what depth Oratn Field Date: '~z~.~/~ /~/IF'7~ ~- / , ! ~.. ~ ' ' , i~ MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 051-291-12 Legal description HENKINS BLK 5 LT 9 Site address 15922 DIVISION ST Expiration Date: 1/2/2024 Current property owner(s) KOCHENDORFER MICHAEL D XThe On-site system(s) is/are approved for 6 bedrooms Conditional approval for Comments or advisories: bedrooms, with the following stipulations: By: �� A -L- Original Certificate Date:_ 10/2/2023 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other Tank to well waiver COSA Approval—June 2022 MUNICIPALITY OF ANCHORAGE Development Services Department p P Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 05129112000 Complete legal description HENKINS BLK 5 LT 9 Location (site address) 15922 DIVISION ST Current property owner(s) KOCHENDORFER 2. ON-SITE SYSTEMS SIZED FOR 6 BEDROOMS Day phone 3. TYPE OF WATER SUPPLY: ❑ Private Well 0 Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ❑ Private Septic 0 Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel ❑ Plastic ❑ Concrete 0 Fiberglass Age 45 - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed 0 Deep Trench ❑ Wide Trench ❑ Seepage Pit Waiver request for: WELL TO TANK= 87' (ALREADY DOCUMENTED) Distance: 87 Expedited review requested: ■❑ By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ ,550 Date of Payment _8/z -'7/z v Z 3 COSA # D 5 G 23131 3 Waiver Fee $ Date of Payment Waiver # COSA Application—June 2022 COSA Checklist_June 2022 COSA Checklist Legal Description: Parcel ID: If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____ A. WELL DATA Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Well production at time of test gpm Water storage tank volume gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date Comments __________________________________________________________________________________ B. TANK DATA Measured operating fluid level in septic tank Date of pumping Required maintenance completed, if AWWTS Comments: C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) ALL standpipes present per record drawing Total measured depth from grade ft (max) Measured depth to pipe invert from grade ft (min) N/A – pressurized field. Per record drawings, field is insulated. Monitor tubes go to bottom of effective. If not, state depth into effective Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) If yes, enter date Adequacy test date Results Pass Fluid depth prior to test in Water added gal New fluid depth in Elapsed time min Final fluid depth in Absorption rate gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) in Effective depth used in Effective depth remaining in Comments/Deficiencies: COSA Checklist_June 2022 E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’ Yes if No ft Absorption Field on Lot > 100’ Yes if No ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’ Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ Yes if No ft N/A – Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10’ Yes if No ft Tank to Property Line > 5’ Yes if No ft Field to Property Line > 10’ Yes if No ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No ft If tank or field is under driveway comment below F.ENGINEER’S COMMENTS G.CERTIFICATION & 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, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm Phone Engineer’s Printed Name Date C&M ENGINEERING CHARLES BALZARINI, PE 7/30/23 C;Municipality of Anchorage s P.O. Box 196650 ® 4700 Elmore Road Anchorage, Alaska 99519-6650 ® (907) 343-7904 a Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: PID#: 051-291-12 COSA#:OSC231313 Permit#: Legal Description: Henkins Bilk 5 Lt 9 Engineer: CM Engineering Your request for a waiver of the required 100 feet horizontal separation from the septic tank to the private well has been approved. The approved separation distance is 87.0 feet. This waiver approval applies to the existing septic tank only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ............................................... ■ ............................. ■ 1 Waiver is Granted: X Waiver is not Granted: Date: 2 Approved by: Name of Reviewer .............................. ■ ............................. ■ ■ 0 ............. ■ **** VARIANCE/WAIVER REVIEW **** C&M ENGINEERING SERVICES Ph: 907-854-5558 Municipality of Anchorage Onsite Water & Wastewater Program 4700 Elmore Rd Anchorage, Ak 99507 RE: COSA for Henkins Lot 5 Block 9 Dear Reviewer, The subject property is served by a older ADEC approved septic system. We are requesting approval of the well and septic for 6-bedrooms. The tank is reportedly a 2000 Gallon Sunset Plastic Tank. It is possible that this tank may consist of two each 1000 gal sunset plastic tanks. Sunset plastic tanks of this vintage were commonly single compartment. We were not able to verify the tank configuration. Care should be taken when having this tank pumped as sunset tanks are susceptible to failure if pumped dry in high groundwater conditions. The leachfield is a trench with 740 sqft of absorption area, in working order. We noted that the only percolation data for this lot, performed on 1 June, 1978, indicates a perc rate of “0.4”/min” which equates to 2.5 minutes per inch. Visual ratings for the soils on this lot range from 85 sqft/Br and up. A rudimentary soil log on the moa inspection report indicates that the trench is in SP, GP, with a 1’ band of ML somewhere in the sidewall of the trench. A perc test was recently performed on Lot 7 and revealed a perc rate faster than 1 minute per inch. A perc test performed on lot 6 revealed a percolation rate of 1.3 minutes per inch. These percolation rates would have resulted in a 85 sqft/br application rate at the time of design, requiring just 510 square feet of absorption area. A 125 sqft/br application rate would result in a required 750 sqft/br. Based on the above, the long term occupied use of this property, DEC approval (for 6 bedrooms), percolation test results, and the age of the system, we believe it is reasonable for the system to be approved as-is for 6-bedrooms. It must be noted that records of these assumptions of soil conditions are based on available information for this and nearby lots, and a passing adequacy test. We can not guarantee the accuracy of the information on file. There is also concern that seasonal groundwater concerns could impact the system. If the system becomes impacted by seasonal high groundwater, it should be replaced. The lot has sufficient space for the development of a reserve site, particularly if AWWTS is used. Due to the age of the system, we would assess its remaining useful life to be approximately 5-years, depending on usage. Pro-active replacement of the septic may be considered due to the age. We are requesting a waiver between the onsite well and the septic tank. The tank and well have been in the same locations since the late 1970s. A waiver appears to have been approved by the ADEC, but a copy of the waiver could not be located. The waiver is justified for the following reasons: • The fiberglass tank is not susceptible to corrosion and is less susceptible to leakage than a steel tank. • The nitrate levels in the well are 2.55 mg/L (2023), which are relatively low. • The well log shows silty gravel between 20 and 55 feet. This material provides filtration between the well and septic effluent. • The septic tank is down gradient of the well which would prevent effluent from traveling towards the well in the event of overflow. The requested separation distance is 87-feet. Sincerely, Charles Balzarini, PE 9/24/23 100' WELL RADIUS N1° 09' 23"W 109.12' REC.N1° 09' 23"W 99.20' PROR. N0° 08' 00"W 100.00' REC. N8 9 ° 4 3 ' 0 0 " W 2 0 0 . 0 0 ' R E C . N8 9 ° 4 3 ' 0 0 " W 2 0 0 . 0 0 ' R E C . N0° 08' 00"W 100.00' REC. S8 9 ° 4 3 ' 0 0 " E 1 9 9 . 9 0 ' M E A S . S8 9 ° 5 7 ' 0 4 " E 2 0 1 . 6 7 ' C A L C . 1 8 . 4 7.8 10.2 14 . 3 21.4 34 . 2 14 . 7 2.4 48.3 10 . 9 31.0 21 . 6 12 . 9 29 . 1 12.7 TA R P S H E D SH E D SH E D LOT 8 LOT 10 S S SS W 0.1 OVER P.L. 0.6 7. 8 4.9 SHED RETAINING WALL 12.2 16 . 2 EDGE OF PAVEMENT 7.9 6. 5 GRAVEL DRIVEWAY 0.5 S Lot 9, Block 5 Henkins Subdivision 19,995 Sq. Ft. +/- 15922 Division Street 2 Story Wood Frame House With Attached 2 Car Garage 30 ' R. O . W . ℄ DIVISION STREET 55.6 8. 8 PROFESSIONAL SEAL Date:Frontier Surveys, LLC Project No: 650 W. 58th Ave. Suite E Anchorage, Alaska 99518 As-Built Survey of: www.frontiersurveys.com Frontier Surveys, LLC I, Pierre Stragier, hereby certify that this Mortgage Inspection Survey was performed by me, or under my direct supervision on Plat:Grid:Ordered By: 907.460.1686 - info@frontiersurveys.com This survey complies with the ASPLS Mortgage Location Standards. The survey represents visible improvements and conditions at the time of the survey. This document does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may reveal. It is the responsibility of the Owner to determine the existence of any easements, covenants, or restriction which do no appear on the record plat. Under no circumstances should this document be used for construction or for establishing a boundary or fence line. September 18th, 2023. Legend: Scale 1" = 30' Gas Meter Electric Meter/Outside Power Deck Septic Telephone Pole Fence S G E Lot 9, Block 5 Henkins Subdivision General Notes: 1. This document is created for the purpose of a single property transaction and is subject to Federal Copyright Laws. 2. Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey. 3. All measurements/setbacks are to the visual/apparent building footprint. 4. All dimensions to property lines are plus/minus 0.1ft. Charles Balzarini 23-380 09/18/2023 P-387 0755 Found Pipe W Found RebarWater Well x S T A T E O F ALA S K A 49 TH ROYEVRUSDNALLANOISSEFORP DER E T S I G E R Pierre M. Stragier NO. LS-9812 09/18/2023 E G r STATS OF ALASKA A 0 L, -A RTMENT 4F ENVI R 0 NM E NTAL CO NSERVATIO:. ' APPROVAL OF ON-SITE RESIDENTIAL WATER AND SE=WER SYSTEMS PROPERTY DESCRIPTION 'AWK & sue fflalw W vti survey 1 4 C Ftp f I Ci 4 {L �r, 1 CarkEflcate IaBued for Applfc.atlon No_ This -approval does -not constitute a guarantee of any kind, -explicit or:implled; as to the -performance of the.water supply and wastewater disposal systems, WATER SUPPLY A recent -water sample was tested and found to meet Department of Environmental Oonservatlon drink - Ing water.standards For total coliform bacteria. ! 4si C_ Titi4 oats /r .I- WASTEWATER DISPOSAL The domestic wastewater syfstarn was: ❑ Inspected by the Department of Environrnen#,�I Conservation and found to be in compliance with applicable requirements of 18 AAO 72; ❑ Inspected by a .Professional Engineer who certifies that the system complies with applicable re- quirerne€Its of 18 AAO 72; ❑ installed by a Certified Installer who certifies that the system complies with applicable requirements of 18 AAO 72; or P/tested by a Professional EngInaer who certifaas that the pefformance of the System is satisfactory . and that the system complies with the minJrnurn separation distances specified in 18 AAC 72. Th is approval is valid fora ❑ single family. rnuItl-family-unit with a total of� bedrooms. Nerve TitlQ Date 1"04iRev-a y 110TRPEKYrION:WHITI—BANFVLENDING INSTITUTION; CANARY—APPLICANT, PINK --DEPARTMENT Will " ' APPLIC"HT FILLS OUT UPPER HAL' ~ONLY Address Zip Oode Phone Realty Co. & A~nt~ Phone Address /~ {'' !-L~ Zip Code Street Locati~ /~k/~.¢/~O¢.~..K~')¢} ¢ . . ~ Single Family ~ ~Multiple Family No. of Bedroo~ ~ ~ Water Supply ~Nidual A~ACH WELL LOG. A w¢l log is required for all wells drilled since June 1975. ~ Community For wells drilled prior to that date, give well depth (attach log if available). ~ Public Utility Sewer Disposal ~dividual Year Individual Installed:_ ~ Public Utility When Connected to Public Utility: ~ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED. Time Time Time Date Inspector Date Inspector Date fnspector Time Inspector Field Notes: ( .,~'~APPROVED BEDROOMS ( ) DISAPPROVED i i COND,T,ONA'APP ' DATE Soils Rating Dat~S~7~s~'ed Well To Absorption Area Well to Tank Well Log Received Septic Tank Size ADEQUACY TEST REPORT Preformed by~ Preformed for~ Legal description~ Dates of test: James L. Thode9 P.E. JLT Engineering t546 Eagle River Rd. Eagle River, Alaska 99577 Mike and Diane Kochendorfor SR 1 Box 1027 Chugiak, Alaska 99567 ~Lot 9 Blk 5, Henkins S/D june 27 and 28, 1983 System description: The onsite disposal system consist of a septic tank and drainfield trench which serves a duplex with a total of six bedrooms. Test proccedure~ The system was in normal use before and during the test. In addition to the normal load on the system a surge load of 1000 gallons was applied at a rate of 9 GPM for each of the two days of the test. The inspection stand pipe at the end of the drainfield thench was monitored during the test. No water was present in the stand pipe at any time during the test indicating that all the water was being absorbed into the soil before it could reach the end of the trench. There was no surcharging of the septic tank or any other indication of failure. Conclusion: Based on the test preformed this system is currently adequate to handle the wastewater disposal require- ments at this site. GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received //A ¢/7~ Time of Inspection Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR 1. Approval requested by: Mailing Address: 2. Property Owner: Mailing Address: o 4. 5. 6. Legal DescriPtion: Location: Type of facility to be inspected Well Data: ~~z~¢/c~-~ Phone: Phone: No. of bedrooms A. Type C. Construction Sewage Disposal System: B. Depth , D. Bacterial Analysis A. Installed C. Septic Tank: D. Seepage Pit: E. Disposal Field: 3%m ~/?~f' B. Installe.r 1 Size . Manufacturer~ 1. Absorption Area 2. Material Total length of lines ~0~/ /~o/ 8. Distances: A. Well to: Septic tank , Absorption area , Sewer Lines , Nearest lot line , Other contamination B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line__ EQ-034 (1/74) PaQe 1 of two Daees . ~Page 2 ~f two..page.s,~- Re ~t for Approval of Individual Y ~.r & Water Facilities ., "Le~al,. Des'~ription ~ ~.~ ~ .~.~.} .I/~/~A~ Comments Approved Disapproved Date Approval~Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED ~-~.7~x'~-~ ~~-.c~ Date /~-~.-]~'-- E0-034 (1/74/ MUNICIPALITY OF ANCHORAGE POUCH 6-fi50 ANCHORAGE, ALASKA 99502 December l, 1975 S~curity ?acif~c i4ortag~ Corporation 3'i9 ~]es~; 5t;h Avenue Anchorage, Alaska 9950t SU3JECT: Lot 9~ Block 5, Henke~s Subdivision ['~ea r Sirs: The above s[ibject propert;y has been inspected by the ?iunicipality of Anc~orage, i}epartment of Environmental Protection for app,'oval of ':he v~ater supply al~d sewage disposal system. Yhe s~bject lot is presen~;ly served by an~ approved se~ge disposal syste~. The ~.~etl co~structlon ooes ~ot meet this departments requir~merltso ?his department wilt grant a temporary approval based upon escr,~w funds set aside to ~r1~J~ll a ~em~ well by Nay l, 1976. The distaT~¢e require~,~ents of the new ~,,elt must meet 'th~ld-~emi-,publ ic requirements. If you i~ave any questions regarding this nk~tter, please call me a~ 274-4561 Ext. Si nc erel¥, Fred ~eatty 1. Approval requested by: Mailing Address: 2. Property Owner: Mailing Address: GREATER ANCHORAGE AREA BOROUGH Department' of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received 4/5/75 Time of Inspection Date of Inspection4/7/?$ REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR VA Kassler and Co. 319 Sth Avenue, And~ 99501 William ~ Patricia Ferris Eagle River AK Phone: Phone: 3. Legal Description: Lot 9, Block 5, Henkins St~)division 4. Location: Division Street 5. Type of facility to be inspected 6. Well Data: A. Type Drilled e C. Construction Well Pit Sewage Disposal System: A. Installed C. Septic Tank: D. Seepage Pit: Tri-Plex No. of bedrooms 4 B. Depth D. Bacterial Analysis No Records on System. B. Installer 1. Size 2. Manufacturer 1. Absorption Area 2. Material E. Disposal Field: Total length of lines Distances: A. Well to: Septic tank Nearest lot line B. Foundation to septic tank , Absorption area , Other contamination , Absorption area C. Absorption area to nearest lot line , Sewer Lines __ EQ-034 (1/74) Paoe 1 of two Daoes .'~age 2 of two pages.-'Re st for Approval of Individual i er & Water Facilities Legal Description Lot 9, Block 5, Henkins Subdivision Comments IVell of substandard construction and not required distance from sewer system. Sewer system not GAAB approved. Approve~ Disapprove ~,S. Date 4/7/?5 Approval ,Valid for onemyear from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM I certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (1/74) GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" St., Anchorage, Alaska 99503 - 274-4561 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES 1. Type of Inspection: 2. Property Owner: Mailing Address: 3. Name of Buyer: Mailing Address: cMRO VA XXX WILLIAM L. FERRIS BOX 2402 - ANCHORAGE JOHN d. H.ANNIGAN 130 MARCUS STREET FHA CONV NONE- CONTACT D,a~/ Fn°neM,A,X BE¥IHS - STAR REALTY DaN Phone 4. Name of Lending Institution: Mailing Address: 319 w. 5TH AVENUE Phone 5. Name of Realtor or Agent: STAR REALTY Mailing Add~ess: 640 w. 36TH AVENUE Phone 694-9897 SECURITY PACIFIC MORTGAGE CORPO. 272-9501 279-2491 LOT 9, BLK 5, HENKINS SUBDIVISION Legal Description: ~ (NHN) DIVISION STREET - EAGLE RIVER Location: 7. Type of Facility to be inspected: 8. Water Supply Type of Supply: Public Utility 4 TRI-PLEX No. Bdrms. Individual xx× If Individual, number of dwellings presently served 1 If Individual, depth of well (?) Sewage Disposal System Type of System: Public Utility If Individual, date of installation Individual (on-site) 1975 xx EQ-037 (1/74) /---:REATER AiCHCR.AGE AREA BOROUGH ~ =.~ ............ o~ Environmental Qualiuy 3330 "C" StFeet~ Anchorage, Alaska 99503 274-4561 D~. Received ,, ~o~-~ Time .of Inspection Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR ~ lO? ___F~me~$ Approval requested by: Mailing Address: Box 2402 2. Property Owner: Mailing Address: 3. Legal Description: Phone: Phone: 4. Location: 5. ~ype of facility to be inspected Single 6. Well Data: No. of bedrooms 3 · A. Type ~rilled C. Construction We!! pit 7. B. Depth D. Bacterial Analysis Sewage Disposal System: !iD recom] on system. A. Installed B. Installer C. Septic Tank: 1. Size D. Seepage Pit: lo Absorption Area 2. Manufacturer E, Disposal Fieldi ~tal ~e)igth of lines 2. Material 8. Distances: A. Well to: Septic tank Nearest lot line B. Foundation to septic tank , Absorption area Other contamination , Absorption area , Sewer Lines , C. Absorption area to nearest ~ot line EQ-034 (!/74) Page 1 of two pages Pag~ 2 of two'pag~s'- Re~ast for Approval of Individual . ~er & Water Facilities Legal Description Lot 9, Block 5 Henkens subdivision Comments ~e~O~. uJ/F~ ~J~ IN :pFF, ~rove~ ~sa~ove~ ~ f~ ~a~e ~_~ Approval Valid for o_e~e.ar from date signed Greater Anchorage Area Borough, Department of Environmental Quality L7.4 DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received Time of Inspection Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR 1. Approval requested by: Mailing Address: 2. Property Owner: Mailing Address: Phone: Phone: 5. Type of facility to be inspected 6. Well Data: A. Type :~ ,.. ~',~i~:~, C. Construction 7. Sewage Disposal System: A. Installed :, i. , C. Septic Tank: 1. D. Seepage Pit: 1. e B. Installer No. of bedrooms B. Depth D. Bacterial Analysis 2. Manufacturer ,i~:~! ~',! ;'~ 2. Material Size ~'r~ Absorption Area , Absorption area E. Disposal Field: Total length of lines Distances: A. Well to: Septic tank Nearest lot line B. Foundation to septic tank C. Absorption area to nearest lot line , Sewer Lines , Other contamination , Absorption area GREATER ANCHORAGE AREA BOROUGH DePartment of Environmental Quality 3330 "C" St., Anchorage, Alaska 99503 - 274-4561 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES Type of InsPection: CMR0 VA xxx FHA C0NV Property Owner: WILLIAM L. FERRIS Mailing Address: BOX 2402 = ANCHORAGE .... Name of Buyer: JOHN J. HANNIGAN NONE- CONTACT Day Phone AX Mailing Address: 130 MARCUS STREET Day Phone 694-9897 4. Name of Lending Institution: SECURITY PACIFIC MORTGAGE CORP. Mailing Address: 319 vi. 5TH AVENUE Phone 272-9501 Name of Realtor or Agent: STAR REALTY Mailing Address: 640 w 36TH Phone 279-2491 LOT 9, BLK 5, HENKINS SUBDIVISION Legal Description: Location: (NHN) DIVISION STREET - EAGLE RIVER HOME No. Bdrms. 4 7. Type of Facility to be inspected: 8. Water Supply Type of Supply: Public Utility Individual xx If Individual, number of dwellings presently served If Individual, depth of well UNK. Sewage Disposal System Type of System: Public Utility If Individual, date of installation Individual (on-site) (?) INSP. IN 1975 XX EQ-037 (1/74) Page 2 of two p. ages.- Re~J~t for Approval of Individual ¢~'~ & Water Facilities ~_egal Description Z ~ /~ ~ /~'~~ ~x/~ Comments Approved , Disapproved Date A~proval Valid for one year from date signed Greater Anc~orage~Area Borough, Department of Environmental Quality DIAGRAM OF~SYSTEM I certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are.operating satisfactorily. SIGNED Date EQ-034 (1/74) October 17, 1978 Risk Management senior Environmental Specialist Lot 9 Block 5 Henkins Subdivision Hanks Property September 23, 1974~ William Petrie applied for health department a~prova! for a three(3) bedroom single family dwelling. App!~cation ~isapproved due to well construction problems. April 5~ 1975~ Willimn Ferris applied for health department approval for a tri-plex ~ith four(4) bedrooms. Application disapproved due to well and se~er construction deficiencies. April 21, 1975: ~. John Lee of the Health Department evidently tries to establish u~3rade 'requirements for tri-plex by obtaining opinion from th~ State of Alaska, Department of Environmental Conservation° A~rril 25, 1975~ ~o John Lee of the Health Department issues an upgrade permit. ~ay 29~ 1975: Mr. John Lee inspects sewer upgrade by taking measurements at some point of the installation completion° The septic tank is sho~rn as existing° ~.~ovember 19, 1975: ~ ' William Ferris applies for heal~/a department approval of sewer 4 ' and water fac_!it~es. Patricia Ferris signs a statement regarding sewer system representation of a septic tank as true and correct. Health depart~ent approval issued provided an escro%~ account for a ne~ well is established. RfAk ~ianag~lent- October 1~, 1978 Page I~ay 6, 1976: NeI,~ well is inspected and~ approved for a single family residence by the health department. September 14, 1976: Lending lnsultut~on inquires as to who pays for new well. Evidently an escrow account was overlooked. May, 1978: Apparent sewer syste~u failure. Due to lot size limitations, ~iro Hanks was advised to obtain an engineer for designing purposes. Engineer designed and inspected the installation of a new sewer system° COll~aent s: ~;~o Hanks' attorney states an eight(8) inch cast iron line from the tank was sho~<n on an inspection report. The inspection report shows the line in question to be eight(S) feet in length not eight(8) inches in di~eter. The broken line is apparently a line connecting the tank to the absorption trench. This line could have been broken during landscaping/backfilling. A leach area v;as noted in Mr. Bruess' (Hanks' engineer) photographs shown to Mr. strickland of this department~ June, 1978. The septic tank is listed as exist~%g in ~. John Lee's ~%spection report dated May 29, 1975. The original existing tank was represented to this department by Mrs. Ferris as a 1~250 gallon septic tank and a statement by ~-~s. Ferris was signe~ to this effect. This statement was required because a permit was never issued nor an inspection conducted regarding the tank. ][,es ,N° Buchholz, R. S o Senior Environmental Speczalzs~ October 16, 197S Risk ManageD]ent senior Environmental Specialist Lot 9 Block 5 Henkins Suud~v~s~on Hanks Property ~eptemDer 23, 1974: Willi~ Ferris appliew/ for health department approval for a t~ee(3) bedroom s~ngl~ family dwelling. Application disapproved due to well construction probl~s. April 5t 1~7~: William Ferris applied for health department approval for a tri-plex ~ith four(4) bedrooms. Application disapproved due to well and sewer construction deficiencies. .brai 21t 1975: Mr. John I~e of the ~{ealth Department evidently tries to establish upgrade requirements for tri~plex by obtaining opinion from State of Alaska, Department of Environmental Conservation. April 25, 1975: ~o John Lee of ~he Health Department issues an upgrade permit. ~4ay 29, 1975.~ Mr~ Jo~ Lee inspects sewer upgrade by takings measurem.~ents at some point of the installation completion. The septic tank is shown as existing. Nov~]ber 19~ 1975~ Willi~ Ferris applies for health departm..~ent approval of sewer ~nd water facilities° Patricia Ferris signs a statement regarding sewer system represen'tation of a septi~tank as true and correct. ~ealth department approval issued prov_~ed an escrow account for a new well is established. Risk Management October 16~ 1978 Pa~eTwo ~y 6, 1976: New well is inspected and approved for a single family residence by the health department. September 14~ 1976: Lending institution in~ires as to who pays for new well. Evidently ~ escrow account was overlooked. }k~y~ 1978: Apparent sewer system failure. Due to lot size limitations, .... ~f ~o Hanks was advised to obtain an engineer for ~es~gn Ug purposes. Engineer designed ~%d inspected installation of a new sewer system° Collmlent s .~ ~-~ro Hanks' attorney states and eight(8) inch cast iron line from the tank was shown on an inspection report. The inspection report shows the line in question to be eight(8) feet in length not eight(8) inches in diameter° The broken line is apparently a line connecting the tank to the absorption trench. This line could have been broken during l~]dscaping/backfilling. A leach area was noted ]~u Mr. Bruess(Hanks' engineer) photograhs sho~{n to Mr. Strickland of this department, J~ue~ 1978o The septic tank is listed as existing in Mr. John Lee's inspection report dated May 29, 1975. Les No Buchholz~ Senior ~uvironmenta! Specialist SHEILA GALLAGHER Lawyer 3201 C Street, Suite 201 Anchorage, Alaska, U.S.A. 99503 Telephone: (907) 276-7614 October 2, 1978 Mr. Rolf Strickland Department of Environmental Quality 825 "L" Street Anchorage, Alaska 99501 Re: Hanks septic system Dear Mr. Strickland: Pursuant to earlier conversations of both myself and Mr. Bernard Bruss with you regarding the septic system located at Henk~_Blo~c~ 5,~.~o~.~ Chugiak, owned by the Hanks, this let~~ you that the Hanks are claiming the amount of $6,100.00, as of this date, from the Municipality. This amount is based upon sums expended by the Hanks for engineering, related equipment rental and tests necessary for the design and installation of their new septic system. The new septic system was warranted by the following facts: A partially covered steel tank, badly corroded With'several holes, inlet line broken, was located at 23 feet from the rear of the house. This tank measured 8 feet long and 2.5 feet in diameter, for a volume of 294 gallons. This was a one compartment steel tank. The house at present has 5 bedrooms serving 15 people. Based on the Uniform Plumbing Code 1976 and on the One and Two Family Dwelling Code 1975 the minimum septic tank requirement for a 5 bedroom house should be t400 gallons. The discharge line from this septic tank was a 4 inch cast iron line. Septic discharge was observed flowing out of the tank through a hole around the 4 inch discharge line. This septic flow was on the ground toward the parked bus south of the septic tank. Excavation of the 4 inch discharge line revealed that this 4 inch cast iron line was coupled to a 4 inch flexible plastic line that terminated blindly into the ground some 36.5 feet from the septic tank. This open end was frozen solid and plugged. A review of all the inspection reports from the Greater Anchorage Area Borough reveal that Mr. John R. Lee, inspector, filed a report on 29 May 1975 of this septic system stating that there was an 8 inch Cast Iron line from the Septic tank terminating 57 feet from the tank into a large 120 foot long Drain Field (Leach Field). No Leach Field wa~ found. The existing line terminated 36.5 feet from the tank. A 18 March 1974 GAAB Inspection report listed a 1000 gallon tank installed in 1969 with 56 feet to a leach field. A 25 April 1975 GAAB Inspection report by Lee listed a 1250 gallon septic tank. The septic system as inspected by Bernard Bruss differed considerably from the septic system as listed in the Inspection reports and was totally inadequate as well as a health danger to the occupants. The above statements are based upon an inspection of the system by Bernard Bruss. Invoices will be provided upon request, note this amount does not reflect any sums for the hardship, inconvenience and distress caused the Hanks family. Please contact me as soon as possible. Sincerely,, Sheila Gallagher Attorney for the Hanks SG/dm June 21, 1978 Ms. Trudy Hanks P.O. Box 45 Eagle River, AK 99577 Subject: Lot 9, Block 5, Henkins Subdivision Dear Ms. Hanks: Based on the information submitted by Mr. Bruss and the recommenda- tion of Mr. Strickland of the Anchorage Department of Health and Environmental Protection this department has no objection to the location of replacement wastewater disposal system for the triplex on the subject property. cc: AM-DHEP Bernard Bruss Sincerely, Ky~l~j. ~e r~r~y, I"ul~. Regional Environmental Supervisor GL 4.1 Att~nti~n~ ~. ~ob Fri~ well byMaF 1~' 1976. F~l~a~ty April 6, 1976 Ralph Hulbert Box 568 Division Street ANCHORAGE, Ak. 99501 ~7 Subject: Municipal Well Permit ~ 6062 Dear Mr. Hulbert: This Department has no objections to municipal distance requirements as long as old semi-public requirements for separation between septic tank and well are met. Sincerely GJS:dm G. John Sorenson Sanitary Engineer lAY $. HAMMOND. Govemo~ Abri! 21. 1975 .John Lee Gr~a'ter ~nchc>rage &rea Borough ..... -----t- Subject: -Lot 5', g]_k' 9, ~:]enkecs Subdivision Dear }.'ir, Lee; l:f in your 9rinion %be dv;e!ling on the :-'ubject t;,'copert) was origina!i3 ~o;~.~tructeO,.',<~ a 'Lri-pie:~ this office has _,.,,~ objec-cion -o,.~ ~-.ne u '~ c~ the water system to meet the old seni-~ublic, requirements. Other- wise the system LU..t meet the 'public reouirements now in effect Sincerely · ' A "~-,/z~ ,~ r~. t, K,Io~J Ch'~rrv, P E ~ Regional }]nvironmental Supervisor cc: Mr. W.I,. Ferx'~s