HomeMy WebLinkAboutVALLI VUE ESTATES #2 BLK 4 LT 15MUNICIPALITY OF ANCHORAGE Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Township, Range, Secli~ I AS-BUILT DIAGRAM (Show location o~ well, septic system, prosody lines, foundation, TA. S V N ~ SEPTIC ~ Matedat / No. of Compa~men(s original grade Gravellenglh Gravelwidth ~ ~ ~~ ', Total absorp,ion area Distance between lines ~ ~ ~ ~ WELLS ~,~ z .~ Z ~ PRIVATE ~ OTHER Classification (A,B,C) Tot~Cased to / ~ ¢ t e [~ f ' /¢ I REMARKS: ~ - ~T ,~ / ~ ~.~ .~ ~ Inspections Pedormed I L ~ J~¢ t ~ cmily that Ibis inspe~ion was pedormed according Io all Municipal and Slale guidelines in el'~~~ 72-013 (3/85) r', E P ,:1 I~ E R E F~ M I F Eac:l"l si~>:.!l::)'L ~ c: 'i'H]:S E~YEN'E:M '10 BE :[N!i~1AI..L,.E:O !ix! A(::X:OF['.:0ANCE: W]:'TH THi:! APPt:R()VE:D E!:NE.'):Elgli~:IEI::~'E~ Ol!i:S]:Eii',l:~ AN:0 BY OHH~E; F:'F~]:OF,' TO CE)IqSTF~UCT]:ON. BE: NO]'IF::I:E~O I::;?~IEiF? 'T'O Fg...:L.. INE~F:'[i:C:T]:Ob]. :[NSF~I..,I_~:Yi'!ON OF ()~ I_..]:F:'T E~ ]'A 'F :!: [)N I:::[::[:.!U:[I:~E!:S THE: tqF:'I:::'I:~OF:'F~:IP!Tt~. :[ CE:iTT ]:t:;:'Y 'll"l~r.!i'[ ~i :I,. :[ ~am iauil:i,].iap ~;~:i,'I'.h '~'.1',~(~ P~,ClLiil~Eemi:;wlt. E~i !'or' on.-.E~J.t.~ze ~i~::)~(.7)P~B ar'icl ~c~I:t.~i as ~lE:.)t, fc~r't.h by 'Lhe) Municipalit. y o[ ~/nchc)Page (MO~) e~nd t, he EH:ate cif h:l. aE~ka,~ 2. I ~4i:t.] :J. nE~t. all 'E..l'](ze syErL{am in ac:c:cmdar:~c:E~ ~:i.'Lh a:Ll P!C][~ c:(:ldce~ and r'(.~gulaL:i, cm~, ~ew(.~H"age~ ~y~rl:.E,xn C)lq t,h:i.~i or' any ad.jac:~r'!t, c)P ri~:.~ar'!::~y ],(::)t.,, Il.. I unclen's~t, and t, hat. t. hi~s p~:~r'miC :Lse, valid fop " .:~~x~~ ......... ~ ................ ' .... .....z~.:_~....:~.~._. ~~.~..~.._.~._~.r.:, .......... ~ ....... ~..:y.~..~/....¢~ ....... F:' E !:? i'"1 :[ '1- ..I...! .[,, 'I'K.~NK: I"l:ir~imum L.,t ....... ~i(~:q:xL:i.c: t. aiqk c:apac~t.¥: '1,"00 cjal].clns. [.,.,. .. ¢iii.uiit. l'iav~ ~'[, [[E.)a~,Bt, ? C:C)fr~i:),'at-'[.r~l~;,nt.!~h, L~q:~i,.h t.o 'Lop 'l-lqif:; SYS'!EZI~I 'f'D BE: iNSTAI_!,..IEO IN ACCff)FRDANCIE WI'TH TI'IE: APF:'F~C)VE:D IENG ]: NIZ[:i:I':< ' S DIZS I E)N, ¢4HD ANY OI.EV I AT :i: ON THEI::;,'EI'::'!:ROM MUST DIE (.~PF'r:~DVIii;D BY OHFIS F:'F;'.IOF:~ ]0 CC)NE-YI?,qJCTIE)N. ]'H]:S F:'IERMII" !S Fq::)R ¢~ 3 BEDROOM ~!;~ ]: I'gGL!E !:::'(~1'"1 :[ I.Y I:Ri::S I OIEI',ICIE E)NI_Y :~ ~51'q!:) k;Xl:::' I I-:lES Eff, l :t. Ld/::5 ]./89 ,. OHF],S MUST :E'.ki: NO'I1F::':[EiZD F:'I::;XLOF;'. Ti::) Cfi J_ iNSPE:CT'ION,, ]h.!ST'AL.L. ATI(Z:}N OF: (4 I_IF'T' ~ 'f'A i-i E)N FRi!i:B!IJ I l::bs!:S 1'Hii!: (:iF'F'RCJF'F:R i ,'..TTE: Et..ECTF;,' ! C~.~I.. i NSF'Ei:CT :l: C1N, I C:EZF:;,"i i I::'Y :J.,, :[ am (am:i. liar' ~:i.t.h 'Lhe:, r'e::,clLt~r'em(,=~rYL~s JoP c:n-'s:Lt.~z-~ ~;ew~:~r~; and k~(~.~:l.:i.~; ~c, rLh by t.h~ Mur~:J.c:ipali'Ly c)F ;~nc:horag~ (MC)A) and the St, at.e c~J' ~;~,, I ~d].l in~d:.a!:l t. he ~s'ysL~::-)m in ~c:c::cmcL~w'lce~ ~4:i.'J'.h ali. J¥10¢~ c:c:)che~ and and in comp].ianc:~ ~4it. h t. lqe~ d~;ign cr'it.e~r, ia oF t. hi~:~ i ~4i1.] aclhrcr'(~, t.o all M[:}~[ anci St. at.e~ (3{ A:La?~ka i-e~q~r.t:Lre~m(?nt.~; rcm t.h(:e ~s~:~t. bac:l.:: dJ.~Bt.:~rllzEe~ {'P(:)m arly (~.xJ.~'l/.ing kv6~].:L~, wa~rLewat, er d:Lsl::,os~al !By~s'(.c~lii or' ]:)rib:LiE ~se:.~4;>>H'ag~-~) t~;yst, em cul t.h~s ~:~[' any ad.jacent, of nearby :Lc::~t.,, / ............... .............................................. ]: s~sue;,c] B DPYI"E ~ ALASKA E I1UIROIlmeI1TAL COrlTROL $1 RUICE$, IrlC. ~nclin¢¢rinq ~- ~nuil'onmenlol $1u~i~s SPECIFICATIONS FOR BED WASTE~vTER~R~ATMENT SYSTEM LEGAL DESCRIPTION: LOT 15, ~L(~ ~,yALLI VUE ESTATES UNIT #2; ~ 1.0 GENERAL 1.1 The Drawings, sheets 1 through 8, shall be part of this specification. 1.2 All materials and workmanship shall meet the requirements of the Municipality of Anchorage, Department of Health & Human Services (DHHS), the conditions of the permit, and all applicable rules and regulations currently in effect. 1.3 All excavations and depths are advisory, and are to be verified or modified in the field by the Engineer or inspecting agency. 1.4 It is the responsibility of the property owner or installer to adhere to approved design for the installation, to maintain the specified separation distances and to have the appropriate inspections, 1,5 It is the responsibility of the property owner or installer to report to the engineer any observed conditions which would put the system in violation of state or Municipal regulations, 1.6 If the installation is not inspected by an AECS engineer, AECS will not be responsible for the installed system. An engineer at AECS should be consulted prior to construction, to determine the number of inspections that will be required and to explain what these inspections will involve. 2.0 SEPTIC TANK 2.1 If there is an existing septic tank it may be used if it meets the capacity requirement for the residence. The structural integrity of the tank must be verified. 2.2 The septic tank shall be a UPC-approved two-compartment tank, constructed of 12 gauge steel with bitumastic coating and set level on undisturbed soil. If the tank is buried at a depth of 4 feet or less, it must be insulated with an overlying layer of 2 inch burial type polystyrene rigid board insulation. 2.3 2.4 2.5 2.6 2.7 The septic tank shall be a minimum of 5 feet from the house foundation, and a minimum of 5 feet from the absorption area. The septic tank and bed shall be a minimum of 100 feet from any private well or body of water, 150 feet from Class 'C' wells, and 200 feet from Class "A" or "B" wells, unless otherwise specified. Less than the required separation distance must have prior approval or waiver by DHHS or Alaska Department of Environmental Conservation (ADEC). Piping shall be fitted with a mechanical watertight calder coupling on the outlet and inlet of the septic tank. Piping shall be 4 inch solid PVC ASTM D-SOS4 or cast iron, sloped a minimum of 1/4 inch per lineal foot on the inlet side and 1/8 inch per foot on the outlet side. If the piping is buried at a depth of 4 feet or less, it must be insulated with an overlying layer of 2 inch burial type polystyrene rigid board insulation. Cleanouts shall be installed as designated and capped with air-tight rain caps (Jim Caps or equivalent), and extend a minimum of 1 foot above ground level. If a lift station is required it shall be a combination lift station septic tank per Anchorage Tank and Welding, Inc. design. Specifications and design drawings are on file with the municipality and the engineer. 3,0 SEEPAGE BED 3.1 The gravel for the bed shall be 0.5 to 2.5 inch, screened rock with less than 3 percent passing the No. 200 sieve. Ail substitutes must have prior DHHS approval. 3.2 The bottom of the excavation shall be level and raked with the backhoe blade to ensure that the bottom has not been compacted during excavation. 3.3 Sand, for leveling, shall have a size distribution which meets the requirements of MOA code 15.65.077. 3.4 The distribution pipe shall be perforated 4 inch rigid PVC with a minimum crush strength of 1500 3.5 3.6 3.7 3.8 pounds and shall meet the approval of DHHS for use as drainfield pipe. All pipes shall be laid level, and spaced according to the drawings. Monitor standpipes shall be placed as shown in the drawings. They shall be 4 inch rigid PVC ASTM D-3034, or cast iron. The section shown with holes may be either drilled 0.5 inch holes on 6 inch centers on opposing sides of the pipe, or a section of regular perforated sewer pipe may be clamped to the solid section with a no--hub coupling or solvent joint. The perforated section of the monitor tube shall be located in gravel only. The portion of pipe above the sewer rock shall be solid. A rubber raincap (Jim Cap or equivalent) shall be placed over the top of the pipe. Insulation is required, using burial type polystyrene rigid board insulation. There shall be 1 inch of insulation for every foot of soil less than the required 4 feet of cover, but there must be at least 24 inches of soil even though insulation is used. The solid pipe extending from the septic tank to the drainfield shall also have a minimum of 4 feet of cover or an equivalent layer of insulation combined with soil. The side slope of the mound shall be slope 1 foot vertical to 3 feet horizontal. The bed shall be planted with a white clover and red fescue mix, or with Kentucky bluegrass. 4.0 INSPECTIONS 4.1 This bed will require a minimum of three inspections. The first inspection will be of the open excavation, to assure that the system is installed in the proper soil strata, correct depth and meet minimum specified design parameters. 4.2 The second inspection will be after placement of gravel, monitor standpipes, and distribution pipe, to verify proper installation and position of pipes prior to backfill. 4.3 The third inspection will be after final backfill grading and seeding to ensure that adequate soil cover has been provided over the bed. 4.4 4.5 The inspection of the septic tank or llft station installation can be incorporated with any one of the above listed inspections. The lift station will require either an MOA electrical inspection or certification by a licensed electrician depending on whether the building code applies to this part of the city. ALASKA ENVIRONMENTAL CONTROL SERVICES, INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 SHEET NO f OF CALCULATED BY ~' ~:>~-I C~ OATE CHECKED BY DATE ALASKA ENVIRONMENTAL CONTROL SERVICES, INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 SHE~'.O ~ oF CALCULATED BY ~ ~lJ. DATE CHECKED BY $C^LE DATE Municipality of Anchorage ' DEPARTMENT OF HEALTH & HUMAN SERVICES. 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: ~-/J'- ~/ I//z/,'// ~"~'¢ D.r/.~,r,~F-z~Township, Range, Section: '7'/~.~ SLOPE SITE PLAN 1 2 3 4 5- WAS GROUND WATEF~ ENCOUNTERED? S IF YES, AT WHAT ~ DEPTH? p E N Depth to Water Alter / Manilering? ~ Date: 7- 8- 9 10 12 13 14 20 Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE ~-~--~ (minutes/inch) PERC HOLE DIAMETER __ TEST RUN BETWEEN ~ FT AND ~ FT PERFORMED BY; ~4/'l~lle ,~ 4 , /~ ,el I f' CERTIFY THAT THIS TEST WA8 PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~'~/~-/~' ~. 72-008 (Rev. 4/85) oGREA ANCHORAGE AREA BOR "JGH Department of Environmental Quslity 3330 C Street Anchorage, Alaska ggs03 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ~ ~'~'~ LOCATION MAILING ADDRESS ~;~ c~f~ .~.~' ] PHONE LEGAL DESCRIPTION SEPTIC TANK: INSIDE LENGTH MANUFACTURER ~ INSIDE WIDTH MATERIAL NUMBER OF COMPARTMENTS LIQUID DEPTH LIQUID CAPACITY ,'~'~ GALLONS. TILE DRAIN FIELD:~-~ DISTANCE FROM WELL FOUNDATION NUMBER OF LINES ABSORPTION AREA ~'~' DEPTH: TOP OF TILE TO FINISH GRADE NEAREST LOT LINE TOTAL LENGTH OF LINES DISTANCE BETWEEN LINES TRENCH WIDTH 'F~¢IN. SQ. FT. LENGTH OF EACH LINE DEPTH OF FILTER TOTAL EFFECTIVE MATERIAL BENEATH TILE IN. ABOVE TILE IN. WELL: TYPE CONSTRUCTION DEPTH BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION LOT LINE SEWER LINE TANK SYSTEM. CESSPOOL OTHER SOURCES APPROVED_ DISAPPROVED REMARKS DISTANCE FROM: DISTANCES: SEWER LINE DEPTH: PIPE MATE RIAL~/~ LOT SLOPE: REMARKS: DATE (//~'/~('~ APPROVED G.A.A.B. PERMIT NO. ( DEPARTMENT OF HEALTH AND ENVIRONMENTAL PR, BTECTION 25i~ E. TUDOR RD., 8NCHORFIGE, AK. 99507 276-2221 76785 ) APPLICANT L. OCFITION LEGAL TIMBER ENTERPRISES E~'.OWN TREE CIRCLE L±5 B4 VFILLI 'v'UE P 0 BOX 325± LOT SIZE 204D8 SQUARE FEET TYPE OF SOIL FIBSORBTION SYSTEM IS: TRENCH MFIXIMUM NUMBER OF BEDROOMS SOIL RFlTING (SD FTZBR)= 1i0 THE REQUIRED SIZE OF THE SOIL FIBSORF'TION SYSTEM IS: [:,E:F'TH= ::L2 L E f-.t ~2 ]- F~ = 4;~: bi F-: R %." E L [:, E: P 'T IH := 4. THE LENGTH DIMENSION IS THE LENGTH <IN FEET) OF THE TRENCH OR DRRINFtELD. THE DEPTH OF FI TRENCH OR PIT IS THE DISTFINCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCRVRTtON (IN FEET'). THERE IS NO SET WIDTH FOR TRENCHES. THE GRFI',,,'EL DEPTH IS THE MINIMUM DEPTH OF GRFIVEL BETWEEN THE OUTFRL..L PIPE FIND THE BOTTBM OF THE E:,,:CFIVRTION (IN FEET). BFICKFILLING OF RN'-¢ SYSTEM WITHOUT FINAL INSPECTION AND FtPPROVFIL. BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN R WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS :1,00 FEET FOR A PRIVATE WELL OR 200 FEET FOR R PUBLIC WELL. SF'ECIFICRTIONS FIND CONSTRUCTION DIAGF.'.FIMS FIRE A'v'AILFIBLE TO INSURE PROPER I NSTFILLFIT I ON. I CERTIFY THAT ±: IRM FRMILIBR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET F'ORTH B'~' THE MUNICIPBLITY OF FlNCHORFlGE. 2: I WILL INSTFILL THE SYSTEM IN ACCORDANCE WITH THE CODES. ]:: I UNDERS"FRND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLRR. GEMENT IF THE RESIDENCE IS REMODEL. ED TO INCLUDE MORE THAN ]: BEDROOMS. BFFLICRNT TI ME. ER EN~CRF'R I SES 2516E. fudor Road Anchorage, Alaska 99507 /'%'1 276-2221 S()II,S LOG I'}';H()I,A'I'I()N TEST Pc rfo rmed fo r ..~Jmzl~e~..~,nt~rpr~_as -' Legal l escrip'~ion- -- ~ ~ ~, '~;~-~'-~7~C~ ~d2'~ ............... ~ate Performed 9/15/76 /nls torm reports: Soils log '-'~ .... ] ........... ]Ke-~]~}{--L~F--~,-- .......... Dep th Feet | - Topsoil 2 - SM (250) 3 - m~ (250) 4 ~ s~ (25o) 5 - sM 6 - SM 7 - s~ (290) 9 - ow (ZlO) lO - aw (11o) ll aw (11o) 12 - 13 - 14 - Was ground water encountered? ~ .... If yes, at wha~ deiJth? Readi ng Da te Gross Time Net Time. ___~_Oe_p_.t/~__to W.~t,:r Ret Ur<};, Percola[ion rate minute. ' ............ 'Proposed i ~s ta] 1 a't~;~-'- '-~-e-c,~-.ge Pi t ira in Fi eld I)e~)th of Inlet . Dept}~--t-o'-blo'~'t-o~-~'f-')it or trenci, ................... COHHD'iTS: ............... . ........................ Certificate of On -Site Systems Approval Parcel I.D. 015-341-58 Legal description VALLI VUE ESTATES #2 B4 L15 Site address 6301 Brown Tree Cir Anchorage Current property owner(s) Rebecca Hough Expiration Date:1 ;r 20 2 y X The On-site system(s) is/are approved for 3 bedrooms Conditional approval for Comments or advisories: bedrooms, with the following stipulations: r gY Original Certificate Date 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 COSA Approval_June 2022 HUMUPAUT OF ANCHORAGE Development Services Department = 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. 015-341-58 Complete legal description VALLI VUE ESTATE #2; BLOCK 4, LOT 15 Location (site address) 6301 BROWN TREE CIRCLE *ANCHORAGE, AK Current property owner(s) REBECCA HOUGH 2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS Day phone 907-632-4803 3. TYPE OF WATER SUPPLY: ❑ Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑® Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: D Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: 0 Steel ❑ Plastic ❑ Concrete ❑ Fiberglass Age — 18 - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS 0 Bed ❑ Deep Trench ❑o Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: ❑ Distance: 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 $ SSV Waiver Fee $ Date of Payment/ ! a & 6 e� Date of Payment COSA # ®5 C a3 !®`cl Waiver # 0Ott &W, COSA Application June 2022 NMI COSA Checklist Legal Description: VALLI VUEW ESTATES #2; BLOCK 4, LOT 15 'J iS1.0 Parcel ID: 015-341-58 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 CO Static water I at beginning of test ft. ��rrenis B. TANK DATA Measured operating fluid level in septic tank Date of pumping 1 Ili Z!- 123 ❑ Required maintenance completed, if AWWTS Comments: a D. ABSORPTION FIELD DATA Which system tested (date installed) 1989! ❑� ALL standpipes present per re rd drawing Total measured depth from gra e 4 • 5 3 ft ( ) Measured depth to pipe invert from gr de •2 ft (min) ❑ N/A — pressurized field. 0 Per record drawings, field is insulated. ❑ Monitor tubes go to bottom of effective. If not, state depth into effective 4.8•-5.4' 0 Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced 1985 gallons 1/19/23 date Any rejuvenation treatment (past 12 months) NO If yes, enter date N/A Well production at time gpm Water storag volume gallons We - infected for coliform test? ❑ Yes R No ❑ Coliform bacteria is Negative Nitrate mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ❑ Arsenic less than MRL (ND) Collected by Date C. LIFT STATION F-1 Required maintenance co Age of lift station years Lift station rial Adequacy test date 1/19/23 Results Q Pass Fluid depth prior to test 2.5 in Water added 502 gal New fluid depth 2.75 in Elapsed time 1030 min Final fluid depth 0 in Absorption rate 450+ gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) 6 Effective depth used * in Effective depth remaining *4.8+ in in Comments/Deficiencies: 'PER GEG FIELD MEASURMENTS, THE BOTTOM OF THE MT IS 0.4' TO.45' BELOW THE INVERT OF THE CLEANOUTS 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' Community Sewer Manhole/Cleanout > ❑ Yes if No ft es if No ft Neighboring Tank > 100' ❑ Yes if No ft Private Sewer c Line > 25' ❑ Yes if No ft Absorption Field on Lot > 100' ❑ Yes if No ft Ing Tank > 100' ❑ Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' ❑Yes if No ft Y o ft Manure/Animal Excreta Storage > 100' Community Sewer _ 5' F-1 Yes if No ft 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' Q Yes if No ft Surface Water > 100' 0 Yes if No ** ft Tank to Property Line > 5' M Yes if No ft Wells on Adjacent Lots: Field to Property Line > 10' 0 Yes if No ft Private Wells > 100' M Yes if No ft Water Main > 10' ❑■ Yes if No * ft Community Wells > 200' Q Yes if No ft Water Service Line > 10' ❑E Yes if No ft If tank or field is under driveway comment below F. ENGINEER'S COMMENTS `ASSUMED BASED UPON KEYBOX AND WATER MAIN LOCATION SHOWN ON 2005 INSPECTION REPORT BY CINDY ELLIS, PE —ASSUMED WITH CAVEAT. THERE IS CONSIDERABLE SNOW ON THE GROUND AND WETLANDS ARE PRESENT ON THE LOT TO THE SOUTH 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 Garness Engineering Group, LTD. (GEG) Phone 907-337-6179 Engineer's Printed Name Jeffrey A. Garness Date In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including (but not limited to) soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the systems. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regardinli the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. COSA Checklist June 2022 vP�� 0 F... �SaQo 49y*I �...... ..... . .............. Q , j f r A. Garn4ss, E-79 LICENSE4 �1Qa Pr o f e s slo0oo ftAEccaea �DOood�� & \ G 7z k g E§ dd ` j §2 7' \ LL: } ��0) \ƒ � \ > \ < §q § §w \:� ; ��' ;�}\LT a- �•� 2\ §§2 /<B m12 \) ¢§/ & \ G Municipality of Anchorage Development Services DePartment Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 015-541-58 1. GENERAl.: INFORMATION Expiration Date: ~ -- / ~j - ~ /"/" Complete legaldescription VALLI VIlE ESTATES SUBDIVISION #2; LOT 15, BLOCK 4, Location (site address or directions) 6301 BROWN TREE CIRCLE * ANCHORAGE, AK 99516 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address CHERYL MYERS Day phone.868-8686 6501 BROWN TREE CIRCLE · ANCHORAGE, AK 99516 Day phone PEOOY OONZALES w/ DYNAMIC PROPERTIES Day phone 3111 "C" STREET * ANCHORAGE, AK 99503 242-3825. Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 5 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class "A" Well Public Water System TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual Holding tank Community On-site Public Sewer The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $ at, or pdor to closing for the engineertng services provided. 4. 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 Health Authortty Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) 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(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm ALASKA WATER &: WASTE'WATER CONSULTANTS, INC. Phone Address 6901 DEBARR ROAD, SUITE 2B * ANCHORAGE. AK 99504- Engineer's Printed Name 'JEFFREY A. GARNESS, P.E. Date 537-6179 Engineer's Comments: In conducting this evaluation, AKWWC, Inc. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, greundwater 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 the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. AKWWC, Inc. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatseever. DSD SIGNATURE Approved for '~ Disapproved. Conditional approval for bedrooms. bedrooms, with the fllowing stipulations: Attachments: HAA Checklist Septic System Advisory Well Flow Advisory Manitenance Agreements Supplemental Engineer's Reort Other W~ STEWATER ' PROGRAM ." ..',,',. s;'O.: -- ..... · //22) 11 } I I ) D, (Rev. 12,'01J Original Certificate Date: 3-1, -o3 Municipality of Anchorage Development Services Department Building Safety DiVision On-Site Wafer & wastewater Program 4700 South Bmgaw SL P.O, 6ox 196650 Anchorage, AK 99519-6650 www.d.anchomge.ak, us (907) 343-7904 Lega! Description: A. WELL DATA Well type Date completed HEALTH AUTHORITY APPROVAL CHECKLIST VALLI,VUE EST.,,S/D,~2i LOT 15~ BLOCK 4t ParcellD: 015-341-58 COMMUNITY WELL IfA, B~ orC provide PWSID# 210~ __--~-'"-'-" Sanitary sea~ll (y/N)~-------'"-~/Ires propedy protected (Y/N) ~ Cased to , ft. Casing height (above ground) in. Date of test Static water level Well production FROM WELL LOG AT INSPECTION WATER SAMPLE RESULTS: Coliform colontesll00 rnl. Nitrate __ mgJl.. ' co on es/100 mi. · . . . Collected Oate of sample: _ by: ~ B. SEPTIC/HOLDING TANK DATA STEEL Tank Type/Material Tank size ,1000 gal. Number of Compartments 2 Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO Date of pumping ,1 /19/200,3 Pumper ABSORPTION FIELD DATA *TESTED 11/9/1976 TRENCH Date installed lo~'5-s/sg Soil rating (g.p.dJ/tao~ 324 Length ,42148 ff. Width .. 4/3,3 ..... ft. *'11.91/ 556/fl2 Total depth 6.42 f. Eft. absorption area 158a, Monitoring tube YES Data of adequacy test 2/24/2005 Results (Pass/Fail) *PASS Fluid depth in absorption field before test 27 in. Water added 995 gal, Data installed 11/9/1976 Cleanouts (Y/N) YES High water alarm (Y/N) N/A CHUGACH PUMPING I~eI~ELOW EXISTING I;RADL.I System type , TRENCH/BED Grovel below pipe ,,, 4/0.5 Depression over field NO For 3 bedrooms New depth **62 in. Elapsed Time: 7/!4;~5 min. Final fluid depth 52.5/50 In. Absorption rate >= ,, 450+ g.p.d. Any rejuvenation t~eatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date - **UQUID LEVEL WAS 8 INCHES BE3.0W INVERT. SUMP EXTENDS 70 INCHES BELOW THE INVERT. D. LIFT STATION Date installed Size in gallons "Pump on" level at in. "P~ ~ ~~ Cycles tested, E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot Absorption field on lot Public sewer main High water alarm level at in. Meets alarm & circuit requirements? COMMUNITY WELL On adjacent lots Public sewer manhole/cleanout Holding tank SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main 10'+ Water service line 10'+ Surface water. 100'+ Wells on adjacent lots 200'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Water service line 10'+ Curtain drain NONE KNOWN F. COMMENTS G. ENGINEER'S CERTIFICATION Building foundation, 10'+ Water main 10'+ Surface water 100"+ ,Driveway, parking/vehicle storage 10'+ Wells on adjacent lots, 200'+ I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on this date. Engineer's Printe~ N~ne Da,. JEFFREY A. GARNESS HAP, Fee $ Date of Payment Receipt Number (Rev. 12/01) Waiver Fee $ Date of Payment Receipt Number ALASKA WATER & WASTEWATER CONSULTANTS, INC. March 6, 2003 Municipality of Anchorage Department of Development Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Subject: HAA for Private Septic System. Lot 15, Block 4, Valli Vue Estate Subdivision #2. To whom it may concern: The subject lot has a 3 bedroom house on it which is served by a community water and private septic system. The results of the field investigation and adequacy tests are summarized as follows: A. SEPTIC SYSTEM ADEQUACY TEST: The existing septic system consists of a trench type drainfield and a bed type drainfield. The trench is 4 foot wide by 42 feet long, and has an effective depth of 4 feet. It was installed on 11/9/1976. The bed is 33 feet wide by 48 feet long, and has an effective depth of 0.5 feet. It was installed on 10/5-9/1989. Per the homeowner the flow from the tank was diverted from the bed to the trench approximately 2 years ago. On 1/19/2003, a site visit was performed to pre-soak and test the bed system. Prior to starting the test the monitoring tube was dry. A total of 1055 gallons of water were added to the monitoring tube which caused a rise of 4.5 inches. Approximately 24 hours later the liquid level was checked in the monitoring tube and had dropped only 1 inch. From this data it is said the bed will not absorb the minimum 450 gallons per day. On 2/24/2003, another site visit was performed to test the trench. Prior to starting the adequacy test, the sump had a total of 27 inches of liquid in it. A total of 993 gallons of water was added to the sump which caused a rise of 35 inches. Upon stopping the flow, the level dropped 9.5 inches in 7 minutes. The liquid level was then checked 1435 minutes later and the level had dropped 2.5 inches (a total of 12 inches drop). Based upon this data, it was dete,mined that the absorption rate of the trench exceeds 450 gallons per day, as required for a 3 bedroom house. (see attached test data) /1 If you have any ~lgt~t[ons, please contact us at 337-6179. re'~~~.,· 6901 Debarr Road, Suite 2-B * Anchorage, Alaska 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com ALA$ICA WATER & WASTEWATER CONSULTANTS, INC. SEPTIC ADEQUACY TEST DATA I,EGAL DESCRIPTION: STREET ADDRESS: CLIENT: PIIONE NUMBER: ~6~ -E6~£ NUMBER OF BEDROOM: SEPTIC: FIELD MEASUREMENTS: TOP OF MT/SUMP TO BOTTOM ...................... TOP OF MT/SUMP TO DISTRIBUTION LINE ...... STICK-UP OF MT/SUMP ................................ TOP OF MT/SUMP TO LIQUID LEVEL .............. *SEE II.A.A. SITE VISIT CttECKLIST* DATE OF TEST: GALLONS PER DAY NEEDED: (MT1) / // (MT2) (MT1) / (MT2) (MT1) / .// (MT2) (MT1) // (MT2) METER NUMBER OF SEPTIC TANK MT/SUMP RISE (+) / TIME READING GALLONS LIQUID LEVEL LIQUID LEVEL FALL(-) 5',1 '?- ~" -- ~ I~t'4-~u - RESULTS: 7 :PASSED ABSOP E % aAL .ONSI : FAILED - SEE ATTACHED LETTER Comments: MINUTES ( /-/5'0 "[ GPD) Signature: Date: 6901 Debarr Road, Suite 2-B * Anchorage, Alaska 99504 * Ph: (907) 337-6179 * Fax: (907} 338-3246 * aww$~alaska.nct I I I I / / I I I I I I I DEPARTMENT oF HEALTH & HUMANSERViCES Division of Environmental Services On-Site Services Section P.O. Box 196650 Ar~ch0rage, Alaska 99519-6650 343-4744 CERTIFICATE OF. HEALTH AUTHORITY>- APPROVAL FOR A SINGLE FAMILY DWELLING .. Complete legal description ~ Lot 15; Block 4; Valli ~' Estates ~2 Location (site address or directions) 6301--B~own Tree Circle Anchorage, AK Property owner Mailing address Lending agency Michael & Sybil Smith Day phone 346-1473 6301 BrownTree Circle Anchorage, AK 99516 Day phone Mailing address Agent Day phone Address Unless otherwise requested, HAA will be held for pickup. 2.. NUMBER OF BEDROOMS: 3 ~'' 3. TYPE OF WATER SUPPLY: Individual Well - well: ' , -. Community _' . ' . Public water'. - .NoTEi' If~community well s~/stem, provide w~itten ~confirmation fr6m State ADEC attest- ing to the legality and status of system. . -:,.. ~vritten'confirm~tio~ from'State ADEC f system. (Rev. 1/91) Front MOA #21 5. STATEMENT OF INSPECTION BY ENGINEER. As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms e. nd typ~ o~ !-'ucb ire indicated herein. I fudher verify th~-~? !:v_~sed on the iniormation obtained from the Murlic:, ;~:;'(y of Anchora.(!~; files ?.nd frorn I'ny investigation and inspoction, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm Address Engineer's sign~.ture __ S & S ENGINFEEING Eagle River~ Alaska 99577 Phone Date /¢//'z /¢/~ (~._ Approved for [/---~/~Er~',g) bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments The Municipality of Anchorage Department of Health and Human Services (DHHS) issu(Js Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesyto purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certifics[e is issued. The Municipality of Anchorage is not responsible for errors or omis,;ions in the professional ~ ~:dF~:',:~s work. Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division 825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) 343-4744 Legal Description: L07- J~ Health Authority Approval Checklist MUNICIPALITY OF ANCHORAGE IENVIRONMI:NTAL SERVICES DIVI~IOI~ EL~e,~ 5/ v'/h.,~ ~U~ CsT, ~2-- Parcel I.D.: OJ,~' -'3ql -,-C-Af~pl::) 1R '~-_qg? A, WELL DATA V~ell type c o,,m~,, ~, ~- y Log present (Y/N) If A, B, or C, attach ADEC letter. ADEC water system number RECEIVED Total depth Sanitary seal (Y/N) Date of test Static water level Well production WATER SAMP~ Coliform D~ol sample: Date completed Cased to _ __ Casing h~ve ground) __ W~rly protected (Y/N) FROM WELL LOG / AT INSPECTION Nitrate g.p.m, g.p.m, Collected by: Other bacteria B. SEPTIC/HOLDING TANK DATA Date installedl~/~/ '7/_ Tank size I O 4) O Number of Compartments ~)- Cleanouts ~N)_ Foundation cleanout ~N) ¥~ ~ Depression (Y/~ ~/0 High water alarm (¥i~ Date of Pumping ~ /'% / q-I Pumper ~r ~/~,-,~ 5-~,,~v,c~J C. ABSORPTION FIELD DATA Date installed tll~l~, ~, )o/q/¢~ Soil rating (g.p.d./ff~ o~ /~'o /3~'t System type Length ~ / ~ Width ~' / ~3 / , ~ , Gravel thickness below pipe ~ Total depth Effective absorption area ~gG //~ Monitoring Tube present~/N) Ye ~ Depression over field (Y~ Date of adequacy test ~/~7/~7 ) Resulte~Fai,) ~'J For ~ bedrooms Fluid depth i~ absorption field before test (in.); ~ ~ Immediately after~O ~ gal. water added (in.): Fluid depth ~ ~::~ ~ ~ c~ (ins) Minutes later: ~ ~ ~ Absorption rate = , ~-o ~ 'g.P.d. Peroxide treatment (past 12 months) (Y/N) ~0~ ~o~ . . ~. If yeb, give date' D. LIFT STATION ~ Date installed Size in gallons ..----~~/ Manhole/Access (Y/N) "Pump on" level ~.-~ Pump off" level at* _ Cycl~ E, SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot Absorption field on lot Public sewer main ,..~'"'""~ Public sewer manhole/cleanout S~ Lift station SEPARATION DISTANCES FROM E'I~c~HOLDING TANK ON LOT TO: Foundation 'g' :''~ Property line D- 5~ -~ Absorption field Water main/service line /° + Surface water/drainage /o0 -h Wells on adjacent lots On adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Properly line ) 0 Building foundation lo 4- Water main/service line Surface water 1 o 0 r 4- Driveway, parking/vehicle storage area. Curtain drain ~ o t./~L ~ ~,,¢ w ,~/ Wells on adjacent lots F. ENGINEER'S CERTIFICATION I certify that I have determined thru field inspections and review of Municipal reco in conformance with MQ~ HAA gcdelines in effect on this date. Signature ¢'~,~Z. ~,~,..-,,"~ ,'*¢ Engineer's Name //~g.~,4'r C C ~,~ are HAA Fee $ Reoe,ptNumber Waiver Fee $ Date of Payment Receipt Number 72-026 (Rev. 3/96)* MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 Parcel I.D. CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING 1, GENERAL INFORMATION Complete legal description Lot 15: Block 4; Valli Vue/~ubdivision Location (site address or directions) 6301 Brown Tree Circle, Anchorage, Alaska Property owner Mailing address Michael and Sybii Smith Day phone 346-1473 6301 Brown Tree Circle, Anchorage, Alaska 99516 Lending agency Mailing address. Day phone Agent Address Day phone ' Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: 3 '~ TYPE OF WATER SUPPLY: individual well Community well ~ Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-O25 (Rev. 1/91) Front MOA #21 = STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm Address Engineer's signature S & S ENGINEERING 17034 Eagle River Loop Road No, ~ln River: Aias.Ea 99577 Phone DHHs SIGNATURE Approved for ~ bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments Date The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DH HS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Rev. 1/91) Back MOA Municipality of Anchorage Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST If A, B, or C, attach ADEC letter. Legal Description: ~ A. WELL DATA Well type Log present (Y/N) Total depth Sanitary seal (Y/N) Parcel I.D. ADEC water system number ~'1 ~-o~- Date completed Driller .Cased to Casing height Wires properly protected (Y/N) FROM WELL LOG Date of te~t Static water level Well flow Pump level SEPARATION DISTANCES FROM WELL TO: ; On adjacent lots Septic/holding tank on lot Absorption field on lot Public sewer main Sewer service line g.p.m. AT INSPECTION ; On adjacent lots Public sewer manhole/cieanout Petroleum tank WATER SAMPLE RESULTS: Coliform Nitrate Other bacteria Date of sample: Collected by: B. SEPTIC/HOLDING TANK DATA Date installed [ I - ~ - '"/~ Cleanouts~-~N) ~ High water alarm (Y/N) Tank size Foundation cleanout~N) Date of pumping Compartments "~ Depression (y~O Alarm tested (Y/N) "~ SEPARATION DIST,~,NpES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot /q/~"" On adjacent lots To property line ~l .,~ Absorption field Surface water/drainage [ ~>t ~ 72-026 (Rev. 7/91) Front '~'~;> t '~ Foundation "7~ ~-~ Water main/service line (/~:~ ~'~' CONTINUED ON BACK PAGE C. LIFT STATION Date installed Manufacturer Size in gallons Manhole/Access (Y/N) Vent (Y/N) "Pump on" level at "Pump off" level at High water alarm level Cycles tested Meets MOA electrical codes (Y/N) SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot On adjacent lots Surface water D. ABSORPTION FIELD DATA Date installed \ ¢--2"'¢~ "- ~ Length ~'1,-¢~t Width Total absorption area \ ~¢'~/~ Depression over field (~ Results~ail) Peroxide treatment (past 12 months) (Y¢__.~, SEPARATION DISTANCE Well on lot f~ /~ To building foundation Soil rating Gravel thickness On adjacent lots '~ Surface water Curtain drain _¢ ¢;~i~ '------------------~' FROM ABSORPTION FIELD TO: On adjacent lots ,,~-Jtr~ Property line "'-¢~"Z~ To existing or abandoned system on lot Cutbank id~ Water main/service line Driveway, parking/vehicle storage area E. ENGINEER'S CERTIFICATION System type _"~ Total depth Cleanouts p resentdfc'C~N) Date of adequacy test for ~ bedrooms If yes, give date __ I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection, Signature $ & S ENGINEEI~ING 17034 Eagle River Loop Roa~Ne, Escl[e River, Alaska 99577 Engineer's Name Date HAA Fee $ Date of Payment Receipt Number Waiver Fee: $ Date of Payment Receipt Number 72-026 (Rev, 3/91) 8~ck MOA 21 DEPT. OF ENVIRONMENTAL CONSERVATION WALTER J. HICKEL, GOVERNOR ANCHORAGE DISTRICT OFFICE 800 E. DIMOND BLVD., SUITE 3-470 ANCHORAGE, ALASKA 99515 (907) 349-7755 December 7, 1992 Mr. Scott Swenor S & S Engineering SUBJECT: VaIli-Vue Estates Subdivision Class "A" Public Water System, PWSID 210605 Dear Mr. Swenor: I have completeU a review of this office's files concerning the monitoring status of the above-referenced Class "A" Public Water System and found the following: The last satisfactory Total Coliform Bacteria Sample results was submitted to this Department on November 6, 1992. This .does meet the provisions of 18 AAC 80.200(a), of the State Drinking Water Regulations. The last inorganic Chemical Contaminants Sample results were submitted to this Department on August 13, 1992. This does meet_the provisions of 18 AAC 80.200(a), of the State Drinking Water--Regulations. The last Radioactive Contaminants Sample results were submitted to the Department on September 9, 1992. This does meet the provisions of 18 AAC 80.200(a), State Drinking Water Regu ations. The last Organic Chemical Contaminants/Volatile Organic Chemical were submitted to this Department on November 12, 1991. This does meet the provisions of 18 AAC 80.200(a), State Drinking Water Regul'ations:-~ Issuance of this letter does not imply that the above-referenced Class "A" Public Water System is in compliance with other provisions of the State Drinking Regulations. If you have any questions on the above information, please do not hesitate to contact this office at 349-7755. Sincerely, Michael Lu Environmental Eng. Asst. II MUNICIPALITY OF ANCHORAGE Department of Health & Human Services DIVISION OF ENVIRONMENTAL SERVICES 343-4744 CERTIFICATE OF INSPECTION FoR'HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING Parcel I.D. # /-~.~1 ~-~ - ~-.~'L\ \ - .~ ~-~ HAA# 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include I?t, block, subdivision, section, township, range) Location (address or directions) (b) Property owner "~/(~/~.c./ //,~.3_¢_~.~.///~.~/('' Telephone: (home) ~ ~g-~Business (c) Lending Institution~~~d/J~~Telephone Mailing Address (d) Real Estate Company and Agent Address Te'lephone (e) Mail the HAA to the following address: (or check here [], if hold for pick up.) List contact person and day phone number below: 2. TYPE OF RESIDENCE Number of bedrooms Single-Family F~ 3. WATER SUPPLY Individual Well Fi Community~ Public [] Note: If community well system, must have written confirmation from the Conservation attesting to th legality and status. State Department of Environmental 4. SEWAGE DISPOSAL On-s~t Pubhc [] Commumty [] Holding Tank [] -/- Note:If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 72 025 (ney. 7/8e) Page 1 of 2 5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Nameof Firm ,~-~"('~ ~' /' ~/-'~':~(--" Telephone Address { Date ,~'-~'~) '~'( Approved for '~ bedrooms bye// .. Approved_ /~i~approved Conditional Terms of Conditional Approval The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval cerificated based only upon the representations given in paragraph 5 aboye by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Bev. 7/85)Back Page 2 of 2 MUNICIPALITY OF ANCHORAGE (MOA) Health Authority Approval (HAA) C.EO.L,S;;3.%"4",UA,Y Legal Description: ~ A. WELL DATA Well Classification Well Log Present (Y/N) Date Completed ~ Total Depth Cased to D~ Static Water Level ~Pump Set At Casir)g Height Sanitary Seal on Casing (Y/N) Electrical W...jdag"l-n CondLY~t (Y/N) Depression Around Wellhead (Y/N) SEPARATION DISTANCES FROM WELL: To Septic/Holding Tank on Lot-- ~ ~.O~' / ; On Adjoining Lots To Nearest Edge of Absorption Field on Lot--,~ ~_.~d) / ; On Adjoining Lots To Nearest Public Sewer Line If A, B, C, D.E.C. Approvec~/N) / To Nearest Public Sewer Cleanout/Manhole To Nearest Sewer Service Line on Lot Water Sample Collected by Water Sample Test Results Comments ; Date B. SEPTIC/HOLDING TANK DATA Date Instalred/(~'~ Size ./~-') No. of Compartments StandpipeS ~N)~ Air-tight Caps ~N) Foundation Cleanout(~N) Depression over Tank (Y/~ Date Last Pumped pumping/Maintenance Contact on File (Y/N) ~ ;for Holding Tank High-Wate~ AI~m (Y/N) ff~? Temporary Holding Tank Permit SEPARATION DISTANCES FROM,:~P~IC/HOLDING TANK: To Water-Supply Well ~' .~ ~.~ '~ To Building Foundation To Property Li~e ,' .... ~' ~'~ ~ To Disposal Field ~ / ~ . To Water Main/Servic.e'Line." "~z"~'~:~, / To Stream, Pond, L~ke o~' M~jor' Drainage Course Comments /ed>/ 72-026 (Rev. 7/88) Fron~ Page 1 of 2 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata ///'~/ ~- %/ Date Installed ,/,/'- '~'"?(~ /'¢')~ ~'--'~.~',) / Width of Field E// ) ..¢, .~/ Square Feet of Absortion Area over Field (Y/~ID Depression Results of Last Adequacy Test Type of System Des gn ~/'l~l~ Length of Field Y~--~ / / Depth of Field ~ ~ ~. b Gravel Bed Thickness ~ / , ~¢¢ Statndpipes Present) Date of Last Adequacy Test SEPARATION DISTANCE FROM ABSORPTION FIELD: D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for ~; emtr~ eMnOt sA E, e c t r, c a I... ~.~..(-Y7'~ /' / To Water-Supply Well ~ ~. O 6~ / To Building Foundation 'Z~/x ':~,~.: Lot To Water Main/Service Line To Stream, Pond, Lake, or Major Drainage Course To Driveway, Parking Area, or Vehicle, S/torage_.Area Comments To Property Line To Existing or Abandoned System on ; On Adjoining Lots ,~> ~ O/ To Cutback (if present) /4.)//¢ Dimensions Manl~olelA._~t(-Y'l )F~'-"~ ..~urf~ Off Level at __ Vent (Y/N) __ Pumping Cycles during Adequacy Test. **Check Permitted Bedroom Rating Against HAA Request** I certify that I have c/~ecked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed ~/~7.~ / Company ,/'~'~ ~' ' Date ///-- ~ ~ ~ ~' Engineer's Seal Receipt No, Date of Payment Amount: $ 72-026 (Rev 7/88) Back Receipt No, Waiver Fee: Date of Payment Page 2 of 2 · . ~'. MUNICIPALITY OF ANCHORAGE ~ Department of Health & Human Services DIVISION OF ENVIRONMENTAL SERVICES 343-4744 · CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR $ NGLE FAMILY DWELLING 1. GENERAL INFORMATION_ (Must be completed prior to submittal) (a) Legal Des r~ion (include lot, block, subdivision, section, township, range) Locali;~'(~dd;ess or directions) (b) ~ropor~ ownor. ~ J-.c~ ~ ~c.A ~ (C) Lending I~itution ~ Mailing Address Telephone: (home) ,.~'/~-?z/,p Business (d) Real Estate Company and Agent Address (e) Telephone Mail the HAA to the following address: (or check here (:3, if hold for pick up.) List contact person and day phone number below: 2. TYPE OF RESIDENCE Single-Family,J~ Number of bedrooms 3. WATER SUPPLY Individual Well [] Community/~ //Public [] Note:. f community well system, must have wr tten conf rmat on from the State Department of Environmental Conservation attesting to th legality and Status. ~ ' ' : ': ": ::' ' 4. SEw^GE D, S^L On~site,J~. /Public [] Community E] Holding Tank [] · Note: If community wail system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 72~25 (Rev. 7/88) Page 1 of 2 5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION AS certified by my seal affixed' hereto and as of the validation date shown below, I verify that my investigation of th is Health Authority Approval shows that the on*site water supply and/or wastewater disposal system is safe, funct dna end adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. NameofFirm .,/~L~'-':"J' --~-~-~_ Telephone Address f4) /'~"y ~D ~o~ /~c~ ,x)-~2_ 6. DHHS APPROVAL Approved for <~¢~. Approved __ D~sapproved Conditional Termsof Conditional Approval Date The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval cerificated based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections o r analyze data before a certificate is issued. The Mu nicipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Rev. 7/88) Back Page 2 of 2 WELL DATA Werl Classification Well Log Present (Y/N) Total Depth Static Water Level .~T~ ~L 0 i98~ 3;3.4L~4a, Descriptlo n ECEIVED / : ~ ~ If A, B, C, D.E.C. Approved ~N) Date Completed _ / Yield Cased to Depth~ ~ump Sot ~t Casing Height Above Ground Electrical Wiring in Con~uif~/N) SEPARATION DISTANCES FROM WELL: To Septic/Holding Tank on Lot To Nearest Edge of'Absorption Field on Lot To Nearest Public Sewer Line Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) ' /'; ~Oining Lots, ~ ,,~ 2'z'~-"~ / ; On Adjoining Lots To Nearest Public Sewer Cleanout/Manhole To Nearest Sewer Service Line on Lot Water Sample Collected by Water Sample Test Results Comments ; Date SEPTIC/HOLDING TANK DA/,~A/ Date Installed /¢~/7g Size /O O0 No. of Compartments Standpipes ~N) Air-tight Caps Depression over Tank (Y/L~ Pumpin,g,/Maintenance~,: , . Contact, on File (Y/N) Holdin'g'~ank High~W0t~r A~arm (Y/N) .'[/J~- Temporary Holding Tank Permit (Y/N) S EPARATIO N ~IS.T ~A NC E~',-~ ;,~ , ,' F~OM ;, SEPT C/HOLI~G ¢' TANK TO wate~:Sb'pply We'll.;. ': } -~ 2'"~"~ To Bud ng Foundat on To, Propef..[y L~e ," *~ ...... ~ .$O / · ,,,,:,.. ..... ~ To Disposal Field ¢/,, To W~ter,~aln~Serwc¢,Lme !~ .~ 7_0 To Stream Po?d .L~ke or Major Dra nage Course Comments Foundation Cleanout Date Last Pumped /~/~/¢? ~,',~'. ; for 72~026 (Rev. 7/88) Front Page 1 of 2 C. ABSORPTION FIELD DATA / Soils Rating in Absorption Strata /'/¢~? Datelnstalled J'//f//~/,¢- . /0/,¢/~2¢ / LengthofField ~"~/., WdthofField ~ ~'2 ,~'~ f / ' / Depth of Field ~" Gravel Bed Thickness Square Feet of Absortion Area ,~,'~¢// / ~-4~'~/ Statndpipes Present~C~N) Depression over Field (Yg~ Date of Last Adequacy Test Results of Last Adequacy Test /~,/¢ ~/ (/"-'~'"'¢ g SEPARATION DISTANCE FROM ABSORPTION FIELD: Type of System Design To Water-Supply Well To Building Foundation ,~/) Lot //~ ~ To Water Main/Service Line To Property Line ..~/O / To Existing or Abandoned System on ; On Adjoining Lots ~ Z¢' / To Cutl~ack (if present) To Stream, Pond, Lake, or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Dimensions / Man~ ..~'"'~'Pump Off'Level at Vent/ /N) Tested for /' Pumping Cycles during Adequacy Test, Meets MOA Commen~,/--/ **Check Permitted Bedroom Rating Against HAA Request** I certify that I have checked, verified, or conformed to all MOA and HAA guidelines inspection. Signed Company Date MOA No. Receipt No. Date of Payment Amount: $ 72-026 (Rev 7/88) Back es i~'~t ~.D {"¢~date of this ¢"~¢~ .~ineer'~ Seal Receipt No. Waiver Fee: $ Date of Payment Page 2 of 2 Tom Fink, Mayor unicipality of Anchorage. Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 October 27, 1989 Leroy C. Reid, PhD., P.E. Alaska Environmental Control Services, Inc. PO Box 240668 Anchorage, Alaska 99524-0668 Subject: Dear Dr. Lot 15, Block 4 Valli Vue Estates Correction of Legal Description Reid: ' Subdivision #2 The legal description which was recently provided for an on-site sewer upgrade permit, the request for a Health Authority Approval, and the on-site sewage disposal system inspection report (as-built drawing) was lot 15 Block 2 Valli Vue Estates Subdivision #2. The correct legal is Lot 15 Block 4. The following actions are required in order to properly rectify these errors: 1. This office will issue an amended On-site Sewer Permit. 2. This office will "sign off, an amended Health Authority Approval Certificate. 3. You must sign the amended On-site.sewer permit. 4. You must submit a corrected (signed and sealed) Health Authority Approval request.-.' (There. will be no additional fee for the corrected HAA). 5. You must provide the lending agency (Key Bank) with the corrected HAA. 6. This office will make certain that none of the above actions are erroneously related to Lot 15, Block 2 Valli Vue Estates #2 in our files and computer system. In order to get this matter resolved, the above corrective actions must be initiated as soon as possible. Sincerely,~ On-site Services RWR/ljw:180 "Kigs Are Our Future" ANCHORAGE/WESTERN DISTRICT OFFICE 3601 C STREET, SUITE 322 ANCHORAGE, ALASKA 99503 563-6775 DATE: Sept. 21, 1989 PW$ID: 210605 Requested By: A.E.C.S. According to the records on file in this office, the v~lli Vue Estates S/D Water System is in complianc~ with State of Alaska Drinking Water Regulations. the Sincerely, Cindy Thomas Environmental Engineer ~MUNICIPAL~TY OF ANC~ORAG~ DEPARTMEN~ OF HEALTH AND ENVIRONMENI~ PROTECTION 825 L Street, Anchorage, Alaska 99501 279-2511, ext. 224 or 225 Date Received: July 5, 1977 #1: Time ___~_.'~ PDqL__ Date _~-f~_/3__~{LL~. I, sp #2: Time #3: Time Date Date Insp Insp REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES e Lending Institution Request: National Bank of Alaska Mailing Address: Post Office Box 3-3859 99509 Phone: Property Owner: Mailing Address: 3. Legal Description: David Burli~am Post Office Box 3-351 99509 Phone: 279-2506 349-1922 Lot 15 Block 4 Valli Vue Estates Subdivision Single Family Residence: (x) Number of Bedrooms: three Multiple Family Residence: ( ) Number of Bedrooms: Well System: Permit # Construction Individual well ( ) Community/Public System. ~ Depth of Well Well Log on File Bacterial Analysis ( ) Sewage Disposal Permit It Septic Tank Size Absorption Area System: On-site System ~ PublJ. c Utility Installed Installer Manufacturer Soils Rate Material ( ) Distances: Well to Septic Tank to Sewer Line Nearest Lot line to Nearest Lot Line to Absorption Area Absorption Area MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 2~10 E=s~-T-u;~er-Read, A.,~c.h~rage~qJasEe-9.9564 276-2221 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES 1. Type of Inspection: 2. Property Owner: Mailing Address: 3. Name of Buyer: Mailing Address: CMRO VA David Burlin~hsLm FHA CONY ×X Day Phone: 3h9-1922 Day Phone: 337-1753 4. Name of Lending Institution: Mailing Address: ~ P~x 3-3R~.? ~neho~-se~ a&. Phone: 5. Name of Realtor or Agent: Mailing Address: 6, Legal Description: 279-2506 Location: An ~,bm"~: A1 ~l~ 7. Type of Facility to be Inspected: RF~ 8. Water Supply COMMUNITY Type of Supply: Public Utility No. Bdrms. 3 rlndividual If Individual, number of dwellings presently served If Individual, depth of well Sewage Disposal System Type of System: If Individual, date of installation SEPTIC Public Utility Individual (on-site) 72-003(3/76) Pa~ge ¢~wo Department of Health and Environmental Protection Request for Approval of Individual Sewer and Water Facilities Legal Description: Lot 15 Block 4 Valli Vue Estates Subdivision Comments: Affadavit Attached: ( ) Letter Attached: ( ) ~J ~ Date: Disapproved: Department Worksheet: