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HomeMy WebLinkAboutCONTOUR ACRES BLK 1 LT 8n-I:O u. r' o Or7 '-f 5'J 07 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 PHONE [] NEW Robert '~oster 344-2911 L~] UPGRADE MAI LING ADDRESS 3126 East 72nd. Ave. Anchorage, Ak. 99507 LEGAL DESCRIPTION Lot 8, Block 1, Contour Acres Subdivison LOCATION 2 Blocks south of Huffman Road, 2½ lVliles NO. OF BEDROOMS 4 East of New Seward Highway DISTANCE TO: 110 Ft, Ft. NO'..02¢~ ~ ~ Manufacturer Material No. of compartments Anchorage Tank Steel 2  Liq. capacity in gallons Inside length Width Liquid depth ~ ~0 IF HOME~DE: ~ ~ DISTANCE TO: Well Dwelling PERMIT NO. ~ ~ ~ Manufacturer Material Liquid capacity in gallons Nearest lot line PERMIT NO. Foundation 87 Ft. 25 Ft ~ DISTANCE TO: Well125 Ft. 790253 ~--~.Z ~Z No. of lines 1 Length of~a~h ,ineF t · Total ,engt~g ,i~ · Tre~h ~i~t~ inches Distance between lines ~ ~ Top of tile to finish grade Material beneath tile Total effectiv~absorption area ~ 9 Ft. 48 inches bO Ft. Length Width Depth PERMIT NO. ~ ~ Type of crib Crib diameter Crib depth Total effective absorption area ~ Well Building foundation Nearest lot line ~ DISTANCE TO: ~ Class Depth Driller Distance to lot line PERMIT NO, ~ DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS Perforatd Plastic ~7,~' _ ..... SOl h TEST RATING INSTALLER Schachle Excavating "'APPROVED ~ ~/LI, DATE LEGAL 72-013 (Rev. 3/78) F:IF:'I::'I... :[ CFII",IT ROBEI~".IT F'O~;TE:F,i: LOC:FtT I (::iN COUI",ITI:~::"r' C.:LUB LF:INE: L. EGF:IL,L ~' ~! COf",tTOLIR F:ICF.".ES SRi::I :.t59E;B" I'"tF:IXIMLIH NIJt'tE:,'ER OF:' E.:EE:,F.'.OOM:S .... :t. SOIL. RFI'I"It'.4G (:5(;! F'T,-."E:R)= :1.50 THE I:;i:Et].:!l..t I RE[:, '.'S I ZEE OF THE ~;O I L.. FI'E,'SOF.:F'TI ON :.:..':"PS"I"E.:.'t"I ]: :~;: THE LEI",IGTH [:, I MEI'.,IS I ON I"S; THE I....ENG'T'H ,:: ! hi F:EET ::, OF THE: TREt",IC:H O1:;?. [::,F?.I:::t I i'.,IF:' ]: El....!:>. THE [:,EF'TH OF FI 'rI::i:ENCH OF.': F:'I'T I:..T.'; THE DI:.'.;;TFIi'.,ICE E',E'T'HE[Et'.,I "I"HE 5;LII;.':I:::FiCE; OF:' "!"FI[::: C-iROUI'.4[::, 1:::ll'.4E:, THE BOTTOM OF THE E::.:',E:Ft'v'FITICII'.,I ,::.'[Iq I::E'[.ET>. 'T:FIE.'I:;i:E I:!:; N(:) :.SET !.,.II[':,TH F:'OF.: TRE'I'.,ICHES. THE C:iRF:I'v'E:L. [:,EF']"H :[ :.:.'!; THE M :[ I'.4 :[ I',ILJi',I E:,EF'TI..~ L":JF GRFI'v'EL E~:E-I"I.,~EEI'.,I THIE OLJTI:::I:::ILJ .... F:' :1: PE F:IND THE E,'CFt"'f'OH OF:' TI.-I[!!: I~:~-:',t']:l::lk,'F!T :[ O1'.,I ,:: .'[ 1'4 F:'EET ::,. I:::'I?..~I:;i:M i 'T' FtF'F:'L. ]: CF:II'.4'T' I...IFIS.'; THE: RES:d::'Ot'.,I'.S I D :[ L. I T'-r' 'FO I I",!FORM TH.'I: S [:'EPt:::IR"I"HEIq'T [:,I...IR I t",IG THE: I I"~STF:II....I....FIT ]: O1'-,I :1: NS';F'EC'T']: C.d",IS: O1::: F'iN'¢ 1.4EL..LS I::t[.':'J'FIC':Ei",FF TO TH I :iS PI:;.:OF'EF::T"r' FIN[:, THE NUHE:EI:;?. C)l:::' F:'.E'.:?.;Z[':'EIqCE':S THFIT THE: HELl .... I.,-I.~LL. S[CF.?v'E:. E~I::IC:KF I L..L.. :[ NG 01::' FIN'-r' SY.S:;TEH 1.,.t 1[ 'FI-'IOLIT F' 111 i",II::IL. I NL:".q::'ECT I ON FII'.,I[:, I:::IF:'F'F;i:CI'v'I:::II .... [:".'W TH ]'. S [:,Ef:::'FIF.':TMENT I.,.I I L.L.. BE SUE. L.TEC:T TO F'RC)S;L::C:UT I ON. t'"l :[ i'.,I I t,'lUi'd [:, I 'L'.;TFINC:IE PETt.,.IE:EN R I.,.IE:L..L.. F~I'.,IE:, RN"r' Ohl""'S i "f'E S[EI.,.IF:IGE [:, I ::SPO.'.:.'!;I:::IL :ii!;"r':.:.i;TEM I '.!.:.'; ::1..00 F'EE'".T F:'OR FI F'F..'I',,,'RTE !.,.tI!.:.:LL_; OR :1.50 "1-0 200 F:EE'T' FF.:Ot'"I FI F'I...IDI...IC HELL. [':,[:.'EF'ENE:,.~NG UF'OI",I THE 'T'"r'F:'E OF: F'LI[!?,L..]:C t.,.IEL! ..... CI"['H['Et;.'. I:,::EC!t.J I IREh'IEI"4T~; I"lFt"r' f:IPF:'L"r'. ~.'":~;F:'EC': ]: I::"' I CFIT IONS FIN[) C:Of.,I'S;TI:;.:I..IC:T ]: CII'.,! E:' .1: I:::IGt:~::F:II'"I:!i!; F:IF.':['E I:::t'v'l:::l I L.I:::I[.:.IL.E TO ].' t',,I:i.:.';I..IF::E F'I':;:OPE'".R :[ NSTF~LI....F:I'T' :[ ON. :[ CE!:RT I F:'"," "f'HFI'T' :L.: I FIM F:Fli'"I]:L.]:FIF,?. P.IITH THE F.:[E(..t!I.J:[I:;.:E:MEI'.,I-i"L:; F'OR ON'"-S.f. TE :.SEHER:.:.~; FINE:, I.,.IEI....L2.:.'i; FOt;?.TH B"r' 'T'HE~. P1L.tP',1:1: (.".: :[ F'FIL :[ ]'"r' OF' F:It",IC:HORFIC'iE. ;2: :1: t.,.I t L...L I 1"4:E;'T'F:IL..L.. THE ?S"r'S]"EM :[ N I"":ICC:OF.'.[:'FII"4C':I:.:.: [,.1 ]: ]'¥'1 "H'-II.:.{ CCfE:,ES;. 3: 1' I.JN[)ERSTF~",![> THI':'tT THE ON-:i.:.;I'TE ':":;EI.,]EF;.: S;"r'STEM t"t1::1'~" F.:E(;!LIIF::E: E.Et",IL..Fff;'.GEH[ii:t",tT :IF':' THE!: t:;;:L:Z:~i!;];[:,ENCE ]::ii!; REI~IOE:,EL..E[:, TO :[i",IC:Lt...I[>E t'"IC~F.:E': "I"I"IFtI",I 4 '."il; I E'il",tlii!:[>: .................. ~~ .......................... FIF'F'L Z CFINT F.".OE',ERT FO:.{';"f'ER // - GA ~,B.HD- I G[ TLR ANCHORAGE AREA BOROL 1-1 DEPARTMENT OF ENVIRONMENTAL 0.UALITY 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 27g-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION ~g~)/=---,~' SEPTIC TANK: MAILING LEGAL DESCRIPTION DISTANCE FROM WELl. LIQUID CAPACITY MATERIAL ~'~-Z-7'Z NUMBER OF / COMPARTMENTS ..)")~/(,/(-'".S~'-~,~.z( ~-~-Z~. ~ /'~'~.~-,7~ZO LIQUID GALLONS. INSIDE LENGTH INSIDE WIDTH DEPTH SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS LINING MATERIAL NEAREST LOT LINE OUTSIDE DIAMETER'~ OR WIDTH w,:,.,. ~)~,/7. TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) / , LENGTH //c)~ / , DEPTH ! , BUILDING FOUNDATION "~C~'~.~'_'_~ '~'/~F~' SQ. FT. TILE DRAIN FIELD: DISTANCE FROM WELL NUMBER OF LINES ABSORPTION AREA / ~~~'"'~-~ , NEAREST LOT LINE DISTANCE BETWEEN LINES ~WIDTH SQ. FT. LENGTH OF EACH LINE TOTAL LENGTH OF LINES , /OTAL. EFFECTIVE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE WELL: .-- DISTANCE FROM ~ WATER TYPE/~.~;~Z~//~ ; DEPTH , BUILDING FOUNDATION. SAMPLE NEAREST ._~ NEAREST SEPTIC ~ / SEEPAGE . . ~' OTHER LOT LINE SEWER LINE -- ., TANK --~ [/ /-~/>-~, , SYSTEM_./~ /~' __~. t CESSPOOL. '--~ , SOURCES__ DIAGRAM OF SYSTEM DISTANCES: DATE G.6~,A.B' GRea'l'Er ANCHORAGE AREA BOR~JugH DEPARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD POUCH ANCHORAGE, ALASKA 99502 TELEPHONe 279-8686 SEWAGE DISPOSAL SYSTEM m APPLICATION AND PERMIT PERMIT NO. INSTALLATION OF: SEPTIC TANK Z SEEPAGE PIT ~ DRAIN FIELD OTHER TYPE AND size OF faCILITY TO be SERVED / F~NANCED THROUGH TO SE INSTALLED BY · COMPLETION DATE ANTICIPATED NOTE: THIS PERMIT iS NOT VALID WITHOUT SOIL TEST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK ~-~/ FOUNDATION TO SEEPAGE PIT ~/~/ SEPTIC TANK TO SEEPAGE PIT WALL ~, ~ SEPTIC Tank ~/ SEEPAGE Pit ~/ TO NEAREST LOT LINE. WELL TO SEPTIC TANK J~'-/--~) DRAIN FIELD ~ DRAIN FIELD SEPTIC TANK, ~J~ , SEEPAGE PiT ~//~//~ TO RIVER, LAKE. STREAM. · DRAIN FIELD / DRAIN FIELD / , SEEPAGE PIT ALSO CONSiDEr AREA WELLS. , SeEPaGE Pit .//./ DRAIN FIELD 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. HEALTH AUTHORITY OR LICENSED DESIGNER 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.f~"~'~"~J'"~"~""~' /...,~.,.~,,~ ~ ~~~~~Z~ DATE . _ APPLICANT'S SIGNATURE SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Pouch 6-650, Anchorage, Alaska 99502 276-222~' SOILS LOG - PERCOLATION TEST I-I PERCOLATION TEST PERFORMED FOR: Robert Foster DATE PERFORMED: June 2, 1979 LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 lO 11 Lot 8, Block 1, Contour Acres Organic Silt U~CS Class. "0L" Coarse, Poorly Graded, Silty Gravel USCS Class. "G~i" Fine Sand, Low Silt Content USCS Class. "S~,/I" Fine to Coarse Sand, Poorly Graded USCS Class 'SP" WAS GROUND WATER ENCOUNTERED? SLOPE 12 13 14 15 Silty Sand USCS Class. 16 17 18 19 2o SITE PLAN IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND ~ FT COMMENTS Average Soil Ratin~ (2' - 19' ) = 219 Sq.'Ft./Re, mom Reccomend placement of leaching line between 9 and 13 Ft. @ 150 Sq.Ft./Bedrm. PERFORMED BY: 72-008 (7/76) qREATER ANCHORAGE AREA BOROUGH HEALTH DEPARTMENT CAS~ /J 327 EAGLE STREET ANCHORAGE· ALASKA 99501 Performed For CC.~._q c~mc. mda'~,~, . Date Performed ~- ip~ib~':'L~-~'~ Bi~k /[ S~~i'On ~ ~ ~~ Legal Desc~ ~' oz, This Form Reoomts a: Sozls Lo .... Pemcolatlon res~ Depth Feet f Soil Characteristics iii- LoCation Sketch Was G~ound Wa~er Encoun~ered?~ k; ~ ,~. tf Yes, At.Wha~ Depth_ Reading Date Gross Time Net Time Depth To H20 P~oposed Instal~Seepage Pi~ ~..---~' D~aln Field Depth Of In'let. , Dep~'h' To B'otl'°m ~i~ p' COMMENm$- S--, -- ~'' ," ' : .... ~ . ~ n {_ zt Or Trench Test Performed B)..:.~~_~,.~__ .. MUNICIPALITY OF ANCHORAGE DEPARTI¥,~,'4T OF HEALTH AND ENVIRONMENTAL Ph~TECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-472O Application Date r..~O//I / ¢~ '?~:' GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) L_n.T I c N'roon Location (address or directions) (b) Applicant Name ~'~,Q.~N ~,,'rlll, lt~-'~':Telephone: Home ~ Business Applicant Address ~ [0 I :': ~.,O0~'T~.,.~ ~ ~ ~N ~ (c) Applicant is (check one): Lending Institution ~; Owner/builder ~; Buyer ~; Other ~ (explain); (d) Lending Institution Telephone Address (e) Real Estate Company and Agent Address Telephone (f) Mail the HAA to the following address: TYPE OF RESIDENCE Single-Family~ Multi-Family [] Number of Bedrooms ~ Other WATER SUPPLY Individual Well~ Community [] Public [] Note: If community well system, must have written confirmation from the State De partment of Environmental Conservation attesting to the legality and status. SEWAGE DISPOSAL " ~ Onsit Public [] Community [] Holding Tank r-I Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page I of 2 72-025 (11/84~ ENGINEERING FIRM PROVID~ , INSPECTIONS, TESTS, FILE SEARCH, ~ A AND INFORMATION AS certified by my seal affixed heret© and as of the validation date shown below, I verify that my investigation of this Health Authority Approval 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 ins? ~ Name of Firm Telephone Address / Date ~ ~ / ~ ~ Engineer's Seal DHEP APPROVAL Approved for '~o'*-,' ~'~)bedroomsby /~3~ '~' "~~ Date Approved ' f Disapproved Conditional Terms of Conditional Approval CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP).issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent, professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 72-025 (11/84) HEALTH & tNVIRONMENTAL PROTI~CTION MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) ,,, v 264-4720 - - ' Legal Description: ~.C~'7',-J::~.. ~ ~d, CC~I,~'('~D~ I~ WELL DATA Well 'Classification Well Log Present (Y/N) Total Depth ~,~3--q Cased to ~--~'- Static Water Level Casing Height Above Ground / Electrical Wiring in Conduit (Y/N) Separation Distances from Well: If A, B, C, D.E.C. Approved (Y/N) Date COmpleted I///"::E,/'7/ . Yield Depth of Grouting ~ (~ I~. ~ Pump Set At ~/'¢l Sanitary Seal on Casing (Y/N) ¢' Depression Around Wellhead (Y/N) To Septic/~ on Lot ~::~(~:~ / ~ On Adjoining Lots To Nearest Edge of Absorption Field on Lot / / ~ ; On Adjoining Lots To Nearest Public Sewer Line hJ ct',,/~ To Nearest Public Sewer Cleanout/Manhole N o N ~' To Nearest Sewer Service Line on Lot Water Sample Collected by ~ -~ 'Date :2////~/~. Water Sample Test Results ~¢~--~, ' -../-: - -- , __. Comments ~ ~ t/o~'~'a-- ~ ~ ~ ~ ~ W~'~, ~'-~?~~,,~-,.4~ ~- _ . ." u , ,, - ' SEPTIC/HOLDING TANK DATA Date Installed ~/~7~ .Size /~-~::;::) No. of Compartments '7-' I~ ~ Standpipes (Y/N) O/~Z=~ Air-tight Caps (Y/N) ~ Foundation Cleanout (Y/N) Depression over Tank (Y/N) /~ Date Last Pum pad Pumping/Maintenance Contract on File (Y/N) t¥'~',~ ; for (~///~, Holding Tank High-Water Alarm (Y/N) Separation Distances from Septic/Holding Tank: To Water-Supply Welt ~ To Property Line ~ To Water Main/Service Line Course Temporary Holding Tank Permit (Y/N) l~¢'~',~ To Building Foundation '/'//~ To Disposal Field ~ ~ To Stream, Pond, Lake, or Major Drainage Comments Page 1 of 2 72-026(11/84) C. ABSORPTION. FIELD DATA Soils Rating in Absorption Strata Date Installed ~/'~/7 Width of Field -~ Square Feet of Absorption Area ~ C)~,~ Depression over Field (Y/N) Results of Last Adequacy Test Separation Distance from Absorption Field: To Water-Supply Well ~ ~ (.3 To Building Foundation Lot /~ To Water Main/Service Line ~' / 0 To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Type of System Design Length of Field 7~, Depth of Field / 4/' Gravel Bed Thickness Standpipes Present (Y/N) Date of Last Adequacy Test To Property Line ~ -~ ~ To Existing or Abandoned System on ; On Adjoining Lots '~ /c~ To Cutbank (if present) /~ Comments D. LIFTSTATIO" '~ Date nstalled Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA Comments ** Check Permitted Bedroom Rating Against HAA Request ** , certify that, .h~ve c he~!~/~_, ver,~l, or conformed to~)l~rvlOA and HAA guidelines in effect on the date of this inspection. Signed _~-~_ /'~ Date ~/~ Company~~~MOA No. Receipt NO. ~ ~ ~ Date of Payment ~') ~ ~ Amount: $ ~.~ Engineer's Seal Page 2 of 2 72-026 (11/84) CONSULTING ENGINEER 203 W. 15th AVE "C" SUITE 203 ANCHORAGE, ALASKA 99501 TELEPHONE: (907) 279-3916 SEPTIC SYSTEM ADEQUACY TEST LEGAL: LOCATION: OWNER: RESIDENCE: WATER SYSTEM: SEPTIC SYSTEM: DATE OF PUMPING: DATE OF TEST: TEST PROCEDURE: TEST RESULT: LOT 8, BLOCK 1, CONTOUR ACRES 5101 COUNTRY CLUB LANE ROBERT AND KAREN FOSTER SINGLE FAMILY, FOUR BEDROOMS ON SITE WELL FROM MUNICIPAL RECORDS: TANK: ANCHORAGE TANK STEEL, TWO COMP. 1250 GAL. ABSORPTION SYSTEM: TRENCH ABSORPTION AREA: 608 SQ. FT. SOIL RATING: 150 INSTALLATION DATE:AUGUST 1979 FEBRUARY 5, 1986 FEBRUARY 4, 1986 SYSTEM WAS INSPECTED AND MEASURED. TANK HAS 8 FEET OF COVER. WATER LEVEL IN TANK WAS 46.5 INCHES. INFLOW COULD BE HEARD. CLEANOUT TO TRENCH WAS 13 FEET DEEP. DRY. TRENCH SUMP WAS 10 FEET FEEP. WATER DEPTH IN SUMP WAS 56 INCHES. GROUND OVER TRENCH SLOPED IN THE DIRECTION OF THE TRENCH. WATER WAS ADDED TO THE TRENCH WHILE THE WATER LEVELS IN TANK AND SUMP WERE MONITORED. A TOTAL OF 165 GALLONS WERE ADDED. THIS CAUSED THE WATER LEVEL IN THE SUMP TO RISE 39 INCHES. THE WATER LEVEL IN THE TANK DID NOT RISE. THE ABSORBTION WAS MONITOREDS FOR THE NEXT 50 MINUTES. BY PLOTTING THE ABSORPTION RATE ON SEMI LOG PAPER IT WAS FOUND THAT THE 150 GALLONS WOULD BE ABSORBED IN 350 MINUTES. THIS SYSTEM MEETS THE CODE REQUIREMENTS OF THE MUNICIPALITY OF ANCHORAGE. THE TEST SHOWS IT CAN ABSORBE 620 GALLONS PER 24 HOURS. THE TESTING ALSO SHOWED THAT THE SYSTEM WAS OPERATING UNDER SURCHARGED CONDITIONS, THE ABSORPTION AREA WAS COMPLETELY FILLED WITH Tobben Spurkland P.E. Septic System Adequacy Test Lot 8, Block 1, Contour Acres Feb..5, 1986 Pg.2 LIQUID. DURING THE TEST HOWEVER WATER DID NOT BACK UP INTO THE TANK. The operational life of all septic systems depends on the local soil conditions, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this septic system. We can therefore not give any estimate of how long the system will continue to meet the operational requi- rements of the Municipality and State. CONSULTING ENGINEER 203 W, 15th AVE "C" SUITE 203 ANCHORAGE, ALASKA 99501 TELEPHONE: (907) 279-3916 RESIDENTIAL WELL INSPECTION LEGAL: LOCATION: OWNER: TYPE OF WELL: WELL LOG AVAILABLE: LOT 8, BLOCK 1, CONTOUR ACRES ":'i'?[[ ''- · '~ ' 5101 COUNTRY CLUB LANE .;~' ;:,~. <.' ? .,. ,',~ ,~ .' ,' ~'~ ~:'~ ,,"3 e SINGLE FAMILY ~' -,, - - YES ~., ', ,7, :~,~ 5~' INSTALLATION REQUIREMENTS MET: NO. WELL IS ONLY 96 FEET~wAY FROM THE SEPTIC TANK. REQUIRED DISTANCE IS 100 FEET. WELL WIRE IS NOT IN CONDUIT. WELL SEAL MUST BE REPLACED OR OPENINGS IN EXISTING ONE PLUGGED. WELL YIELD FROM WELL LOG: 10 GPM AT 20 FEET DRAWDOWN. WELL YIELD FROM TEST: 5 GPM AT 13 FEET DRAWDOWN. PUMP YIELD: 5 GPM DATE OF INSPECTION: FEBRUARY 4, 1986 TEST PROCEDURE: WELL WAS PUMPED AT A CONSTANT RATE OF 5 GALLONS PER MINUTE WHILE THE DRAWDOWN WAS MONITORED WITH AN ACOUSTIC PROBE. THE WELL WAS PUMPED FOR 30 MINUTES. THE STATIC WATER LEVEL WAS FOUND 198 FEET BELOW TOP OF CASING. AFTER 30 MINUTES OF PUMPING AT 5 GPM THE WATER LEVEL WAS 211 FEET. TEST FOR COLIFORMS: WATER WAS TESTED FOR COLIFORM BACTERIA ON FEBRUARY 5, 1986. TEST WAS NEGATIVE. TEST RESULT: THIS WELL MEETS THE PRODUCTION REQUIREMENTS OF THE MUNICIPALITY OF ANCHORAGE. THE WELL MUST BE SEALED AND THE WIRE PROTECTED BEFORE AN APPROVAL BE BE ISSUED. A WAIVER REQUEST HAS BEEN PREPARED FOR THE 100 FEET SEPARATION REQUIREMENT. The Municipal requirement for well flow is 150 gallons of water per bedroom per 24 hours.This well surpasses this requirement. The assessment of the condition of this well applies only to the conditions as of this date. The flow rate of the well may change due to subsurface conditions that may not be observed from the surface, and changes in land use and other factors that may impact the conditions of the aquifer feeding the well. Municipality Anchorage P.O. BOX 6650 ANCHORAGE, ALASKA 99502-0650 (907) 264-4111 TONY KNOWLES, MA YOR DEPARTMENT OF HEALTH & HUMAN SERVICES July 2, 1985 Robert S. Tope Judith M. Tope 6720 Arctic Anchorage, AK 995O2 On July 1, 1985, I made an inspection on property you own at 5700 Huffman Road whose legal description is Contour Acreas #1. At 2:00 pm on that same day we met at the office of the Public Works Department. Of the ~iolations listed in my letter to you dated June 20, 1985, A.O. 15.20.030 C is no longer out of compliance since all autos and other equipment have been removed from the Hagen property. The gravel fill and other u~tscellaneous material you put on the Hagen property has been removed, however indigenous vegetation needs to be successfully replanted to rehabilitate the area. This is expected to be accomplished within twenty-one days after receipt of this letter. Most of the manure on your pro- perty and the manure you put on the Hagen property has also been removed. However, a continuing requirement will be the proper storage and disposal of manure in the future so that groundwater and subsurface water supplies will not be contaminated by fecal matter: A.O. 15.20.020 B 5b. A search of the record~ ~_~_~.rms your statements of July 1, 1985 tba~ the~e iS no permit with the Environmental p~p~ectiOn Di~i~ig~ fox, t~e_~l in ~tbe pad~9.~_~ ..... !n_~dit.~ion ~_~i~=S~teTM ,permit cannot be ~ocate~ .for,_ypU~ proper~y., ,:,D~o_n~r~on perm_~i~se~ipt.,_OE application for these permits, is expected The work accomplished to date is appreciated. Continued voluntary complaince to these schedules is anticipated, otherwise further legal action will follow. You may appeal any part of these decisions as specified in A.O. 15.05.110. If I can be of further assistance, please contact me at 264-4076. Sincerely, Allan Shayer Code Enforcement Officer AS5/dMWD1 unicipality of Anchorage P.O. BOX 6650 ANCHORAGE, ALASKA 99502-0650 (907) 264-4111 TONY KNOWLES, MA YOR DEPARTMENT OF HEALTH & HUMAN SERVICES February 20, 1986 Tobben Spurkland, P.E. 203 WEst 15th Avenue, C Suite Anchorage, Alaska 99501 Subject: Lot 8 Blodk 1 Contour Acres Subdivision Waiver Request WR86-022 Dear Mr. Spurkland: This Department has waived the septic tank to well separation distance stipulated in 18 AAC 72.021. The required separation distance has been waived to 96 feet. This waiver is valid for the existing four bedroom single family dwelling only. Sincerely, Stephen S. Morris Civil Engineer On-site Services ssM/ljw ~CO SUL G NG N MUNICIPALITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL HEALTH DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 6-6650 ANCHORAGE, ALASKA 99501 SUBJECT: REQUEST FOR WAIVER OF SEPARATION DISTANCES FOR PRIVATE WELL. LOT 8, BLOCK 1, CONTOUR ACRES Gentlemen; 203 W~i[~a.AVE "C" SUITE 203 ANCHO .~k-~J~, ,~LASKA 99501 T~_,~~1~279-3916 We are resubmitting a request for waivers from the separation distances stated in Title 18, Alaska Administrative Code Chapter 80.020 This submittal follows the format outlined in a Memorandum dated January 3, 1985 on the subject of "Separation Distance Waiver Guidelines for SCRO", prepared by Mr. Bruce Erickson, District Office Coordinator. State of Alaska, Department of Environmental Conservation. This Memorandum outlines a procedure to be used in the evaluation of waiver requests by assigning number values to geological features addressed in the waiver request. In this request I have followed this procedure and assigned values to the pertinent features as follows: 1. Vertical Distance Between Sewage System and Ground Water. Well log shows no perched watertables. at 215 feet. Septic system is 10 feet deep. Point value assigned 2. Soil Absorption. Water bearing strata 7.0 The well log showstill and hardpan from 35 feet to 215 feet. Point value assigned 4.0 Permability: The material described in the well logs has a rate larger than 50 min/inch. P~int value assigned percolation 3.0 4. Water Table Gradient. This is a confined aquifer with 30 feet of pressure head. At maximum drawdown the gradient of the water table will'be 0%. At less than maximum drawdown the gradient will be positive. Point value assigned 3.0 '.'Fobben Spurkland P.E. Waiver Request Lot 8, Block 1, Contour Acres Feb. 5, 1986 pg. 2 5. Horizontal Separation From well to septic tank 96 ft. Point values assigned For septic tank 2.8 TOTAL POINTS For septic tank 19.8 This total shows that no bacteriological contamination is possible and that chemical contamination is unlikely . Cast iron was used in the construction of the system. Septic tank has water tight couplings. Water sample taken during the operation of the system have not shown any contamination. I request that a waiver be issued for this property. Tobben Spurkland P.E.