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Home My WebLink AboutVALLEY VIEW TERRACE BLK 2 LT 17 REMVail y View Terroce Block Lot 17 #050-3§2-22 Municipality of Anchorage .," Development Services Department :; Building Safety DMs~on On-Site Water and Wastewater Program, 4700 S. Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 Page t of 2 www.c~.anchorage.ak.ua (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number:. SW050016 PID Number:. 050-352-22 HAL EGBERT Waetewater System: [] New [] Upgrade 23910 UPPER TERRACE EAGLE RIVER. AK 99577 ABSORPTION FIELD Phone Numb~ e~ 8edroome LEGAL DESCRIPTION ~,~ 5 G~'~e 1 2 t7 VALLEY VlEW TERRACE 0.4 F,. 0.6 14N 1W 3 .. 45 .. Well: [] New [] Upgradeo,,~,,,, 5 n. "~' "~'1 J ='~'~* ~'~'N/A PRIVATE n. ;~ 225 ;e ASTM 3034 ~ GUARANTEED SERVICES 6/17/2005 aMT "' ~t TANK SEPARATION DISTANCES [] septic [] Holding [] S.T.E.P. I~ Other. ADVANTEX T~To Septic AJ~sorptionLift Holding ;ublic/Prlvate M~,~ure~ c,~c.~y Tank Field Station Tank Se*e~ Ll~e ORENCO 1500 c.,, w.. +100' +100' - - +25' PLASTIC 2 s~w.. +100' +100' - - X / LIFT STATION Let Lir~ +5' ~'10' --/~ $*z. - 1500 c~ ORENCO .,~,.,~ +5' +10' - - 44 ~ ,.. ~ 45 c~ome +50' +50' -- ~ u~e & uc,~ - eSl P30-05 RISING SON I:t F_CTRIC ~'I~D~SYSI'EM AND TANK ABANDONED PER MOA CODE. BENCH MARK TOP,SOIL AND SEED ADDED OVER NEW LEACHFIELD. CORNER OF DECK ,,/j ,.' <//'v*, ., 4. 100 Ft , r Inspections performed by: CHARLES BALZARINI Dates: 1" 6/16F2005 E -/~'/TZ' ~"~-~-/~'7' 2.~ 6/17/'2005"~ ~ ..- B~v~lopm~ntA//S~r~i¢~ D~par~n~nt ApproYal ~,~........ CE~__....~ Permit No. SW050016 Page_ 2 of Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT ON-SITE WAFER & WASTEWATER PROGRAM 4700 SOUTH BRAGAW STREET P.O. BOX 196650, ANCHORAGE, AK 99519-6650 On-Site Wastewoter Disposal System and/or Well Inspection Report Legal Description: VALLEY V1EW TERRACE, LOT17, BLOCK2 WELL+ SW~NG TIES C 34.7' 765' D 55.9* 82.2 050-352-22 1500 GA ADVANTE SYSTEM 4 BEDRO0~ HOUSE .C TH PIPE [LD WEll MONITOR TUBE .'VATIBNS nRIGINAL GROUND LEVEL ATi 91.5 '-11 I[1 I ,-11"' '.11 ' 1500 GAL. ~ ~';.' ~,' ' ' '.' ~ ' -,~'l AnVANTEX ~9 .0, GRAV[P.. 8 7 ! ~__90,5 -~ V.T. ___/I SYSTEH ~,:.;..',':'~,'..'.,..'~, r;..,,-':'l I I ~.'~ ! i*,.*'.,:,a.~ SAN.n,:.:,,.,7; ~'i*¢1 ,~- I I ,,o/,,.o~. ,z./-,.-..'. ........ .,-.--. :.:.,, ,o;;;~,.,. ' 88,0 ~---gs.0 06-20-05 · m~AF, r 08 2008 · · :!: Inc. p.1 April 8, 2008 Gametes Engineering Group Attn: Sonya 3701 E. Tudor, Ste. #101 Anchorage, AK 99507 Re: Lot 17 Block 2 Valley View Terrace Dear Sonya: The lift station at the above referenced property has been wired In accordance with NEC and State/]_ocal codes. Thank you. Sincerely, Kevin S. Hombuckle, Owner Admin;~bator License Number 1284 Spedalty Contractor License Number 27285 cc: file MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 9951g-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Jan 27, 2005 Expiration Date: Jan 27, 2006 Permit Number: SW050016 Parcel ID: 050-352-22 Legal Description: VALLEY VIEW TERRACE BLK 2 LT 17 REM Design Engineer: 0855 Garness Engineering Group, LTD Site Address: 023910 UPPER TERRACE ST Owner Name: MARGARET GOCHE Lot Size: 27834 SQ. FT. Owner Address: 23910 UPPER TERRACE STREET Total Bedrooms: 4 Permit Bedrooms: 4 EAGLE RIVER, AK 99577-9663 This permit Is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. Ail requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Aiaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AACS0 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. -THE UPPER SIX INCHES OF SEPTIC FIELD MUST CONSIST OF TOP SOIL; AND MUST BE VEGETATED SUFFICIENTLY TO PREVENT ERROSlON. -(OPTION 2) WILL REQUIRE A MAINTENANCE AGREEMENT TO BE SIGNED AND SUBMITTED WITH THE AS-BUILT. Received By:. Issued By:. Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.a nchorage.ak.us (907) 343-7904 Parcel I.D. ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAHILY DWELLING Permit Number Property owner(s) c/o MARGARET GOCHE w/ DYNAMIC PROPERTIES Mailing address (1) 3111 "C" STREET * ANCHORAGE. AK Day phone 351-4551 Mailing address (2) Zip Code 99505 Legal description (Lot, Block & Sub'd.) LOT 17. BLOCK 2: VALlEy VIEW TERRACE SUBDIV~SION Legal description (Section, Township & Range) N/A Lot Size ~. '7 ~ ~ 3~ ~ Acres/Sq. Ft. Number of Bedrooms ~r THIS APPLICATION IS FOR: Sewer Only ~[~ Sewer and Well Sewer Upgrade · Well Only Water Storage Jacuzzi Water Softening Unit THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. CARNESS ENGINEERING CROUP~ Ltd. Permit Fees: ,Z/bO Date of Payment: Receipt Number: Waiver Fees; Date of Payment: Receipt Number:. Eagle River Engineering Services Christopher R. Wood, P.E. xo421 VFW Road Suite 2ol (907) 694-5195 tel Eagle River, AK 99577 (9o7) 694-3297 fax May 18, 2005 Dan Roth Manager, On-Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re.' Valley Viesv Terrace L 17 B2 Drain field Depth Modification Dear Mr. Roth: Eagle River Engineering Services (ERES) has been contracted by the former owner of the above referenced property to provide construction inspection services on a septic upgrade designed by Gamess Engineering Group, Ltd. The test hole for this upgrade was completed in January 2005, with a water table depth of 6.3' below ground surface. The water table depth measured on May 17, 2005 was 5.0 feet below ground surface. We are requesting approval to install the drainfleld for this system 1' lower than the original design based on this new water table depth measurement. This will provide for a new total depth of 3.5 feet, versus 2.5 from the original design. All other details will remain as dictated by Gm'ness Engineering Group's original design. Please see attached cross section and water table information for more details. If you have any questions please call our office at 694-5195. Sincerely, EAGLE RIVF~R. ENGINEERING SERVICES Christopher R. Wood, P.E. ~ Principal ~2003\05-035 DRAINFIELDNARRATIVE EAGLE RIVER ENGINEERING 10421 VFW Rd., Suite 201 Eagle River, Alaska 99577 (907) 694-5195 Fax (907) 694*3297 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS January 25, 2005 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Ref: Proposed Septic Upgrade for Valley View Terrace; Lot 17, Block 2, To whom it may concern: The existing 4 bedroom house is served by a private well and septic system. According to the M.O.A. records, the dralnfields were installed in 1972 and the septic tank was upgraded in 1990. On the 1972 inspection report, the material beneath the drain pipe was not noted. On 1112/2005, we excavated the upper drainfield in order to install a monitoring tube, and it was discovered that there was no drainrock below the distribution line. We also found the lower trench to be surcharged. Based upon our findings, the septic system does not meet MOA standards and needs to be upgraded. Two options are presented in this design package. For option # I we are proposing to install a new 1250 gallon septic tank and a dual 5-wide trench typo drainfields with the existing lower dralnfield to be rebuilt. For option #2 we are proposing to install a 1500 gallon Advantex Treatment System and a 5-wlde trench type dralnfield. One test hole was excavated on the property below the existing drainfield. Both design options have been designed around the 30 foot radius of this test hole. During the installation of the septle system the well wires will be placed in conduit. Comments regarding the design are summarized as follows: 1, SOILS: See thc attached logs which shows the soil classifications, groundwater monitoring, and thc percolation test results. 2. DRAINFIELD DESIGN: Sec the attached design drawings for both drainfield options.. 3. SURFACE WATERS: There are no surface waters within 100 feet ofthe proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography below the drainfield is a 15-20 percent slope running approximately northeast to southwest. There also is a cutbank approximately 35 to 40 feet down hill from the proposed dralnfield. We request a 35 foot waiver to the cutbank. The existing septic system has been in place since 1972 and has had no indication ofdaylighting out of the cutbank. The area is also well vegetated which should also prevent any effluent from surfacing. It is our opinion that there will be no adverse impacts with the granting of this waiver. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907) 337-6179 * Fas: (907) 338-3246 * Website: garnessenglneering.com We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. Ifyou have any questlons, please contact us at 337-6179. Thank you for your assistance. Sincerely, Preszde~ ~ NOTE: Attached is two site plan drawings, two design drawings, 3 detail drawings, and one soil log, which are all part of the design paclcage for thi~ septic system (Contact G.E.G. Ltd. for 7 page construction speci~cation letter.) 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Webslt¢: garnessengineering.com "~'~. ~,,~,'"'~ IOPTION #~1/ ~ EAGLE RIVER ROAD ~ ~ I I~OI:E: THE AND WEST LOT .u~,~. or .ED.oo~s:~ OPTION # 1 SOUTH, LINES, AND TIlE WELL RADII SHALL C-~.ONS P~R ~Y (~PD)' ego -- -- ~ '~ - BE f PERCOLA'~N RA .... :-~ ...... ~ ~ LAGGED BY A REGISTERED LAND ~,o,o~[~&~,~?g;'" ~'" ~x~ I SURV~YOR PRIOR TO CONSTRUCTION. CO~A~ GEO. ~ PR~EEDING FO~D / ~ ~ ~ / PROPER~ ~NER ~R[E ~T ~ k ~ ~ -~- ~ / ~ TO ' I ~EX~NG D~N~E~ TO PA~E ~ OF 7)~[N c/o MARGARET GOCHE (907) 551-4551 2 OF 7 .~ ~s.: DESIGN OF SEPTIC SYSTEM UPGRADE 1/25/2005 -Co _ _ j ~ · 75' LONE J IOPTION #1] nNAL INSTALL BRACING AND ~TAKINC w/ VISQUEEN I~ARRIER MT CO 2.5' DEEP APPROVED ;.SANo FILTER. I, 5' WlD£ · . NOTE: MOUNDED TRENCHES SHALL BE TOPSOILED AND SEEDED. BRACING AND STAKING w/ VISOUEEN BARRIER MT CO APPROVED BRACING AND STAKING w/ VISDUEFN BARRIER AS NEEDED C; AR N ESS~sNu.~,I~N~ ~SR~JcNo~?~¢~o~ O UP. Ltd. PREPARED FOR: PHONE NUMBER: -- PAGE NUMBER: ' c/o MARGARET O00.E J (~0~) ~ ~ J ~ O~ ~ ~,:~;;"~,~w T~,,,~ ~.~o,v,~,o,= ~OT ,,. ~oc~ ~. I~w";:~.o. ~;,c~: DRAWING OF PROPOSED DRAINFIELDS J~3~25/2005 IOPTION #21 LOT 7. BL00( 3; YN.LL'Y Vl[W TERRACE / / LOT 15. BLOCK 2; [ / VXLL~ W~ T£RRAGE \ I / \ / LOT 16, BLOCK 2; VN. LEY V~EW TERRAGE 4 BEDROOM HOUSE LOT 8, BLOCK VA~..EY ~IEW TERRACE PROPOSED SEPT1C UPGRADE (SEE DESIGN PAGE 5 OF 7) RIVER ROAD LOT g. BLOCK VALLgY VIEW 1ERR.~,CE SEPTIC LOT 1. BLOCK VALLEY 91EW TERROR OARNESS-E-N-bi NE~-, Ri~O--O ROuP' L~dl PREPPED FOR: IPHONE NUMBER: P~E NUMBER: c/o MARGARET GOCHE[ (907) 351-4551 4 OF 7 VALLEY VI[W IERRACE S/D; LOI 17, BLOCK 2, DRAWN Ry: R.A.L./C.J.G TYPE OF WORK: SITE PLAN FOR SEPTIC SYSTEM UPGRADE 1/25/2005 ~ OPTION 2 NOTE: THE SOUTH, AND WEST LOT NUUeER Or e£o~oous:4 LINES, AND THE WELL RADII SHALL C~LLONS PER DAY (GPD)' 600 ~ ~ ~ F .......... ' . .~--~ BE LAGGED BY A REGISTERED LAND · - .~'A SURVEYOR PRIOR TO CONSTRUCTION RED~ON F~OR:N/A ~ ~ ~,0~ ~[R ~T PE~NS TO ~lS DESIGN. / ~ ~ / , ~ ~REE TO ~CE~ ~E ~RMS ~O / ~ ~ ~ SE~C T~K CONOmONS O~N[O. / ~ /' ~ TO e~ CO~Y ~ ~ ' % . ' ~ ~ONED I c~o~ · ~ / ~ ~ / ~ ~E~m.~ ~ ~ ~~ / ~ TO BE COMP~LY Y Y Y", Y Y Y ~_~~~~ ~~.." ~ GAENESS ENGINEERING GaOUP, Ltd. /f~:", PREPPED FOR: PHON[ NUMBER: P~E NUMBER: ~ c/o MARGARET GOCHE (907) 551-4551 5 OF 7 [ VALLEY VmEW TERRACE SUBDIVISION; LOT 17, BLOCK 2, C.J.O. X'~[,-~,~ ~--2~~: '"J.t~.JP~'~,~/...__ --~ DESIGN OF SEPTIC SYSTEM UPGRADE 1/25/2005 FROM SEPnC' 40' LONO. ORIGINAL [N~TAU. E[RACIND AND STAKING 2.5' DEEP NOTE: MOUNDED TRENCH ~ BE TOPSOILED AND J ~SHALL SEEDED. ~ MT CO F~4~RIC APPROVED ~' W~D~ BRACING AND STAKING w/ V/SOUEEN BARRIER AS NEEDED MARGARET GOCHE I (907) 351-4551 I 6 or 7 es~. ,~ DESCR[~UUN; ~ ID~WN e~ ' · -- 953 ~ Adva nTex Treatment System~.~-,~ .OT~:...~"M TH[cR°ss'~, AX Series - Mode la o_.~-.. One (1) 40x96 Pod INLET F~ lOP'ION #21 TO DRNNFI£LD NOT[: THE BOARD INSULATION TO BE [INSTALL[D OVER THE SEPTIC TANK & 4'I BEYOND ON ALL $,DES EXCEPT UNDER I THE ADVANI~X F1LT[R. TH,S '~qLL A,LLOWI FOR HEATTO [SCAPE FROU TANK & ROCK INLET __ ~ STEELTAANDVKANTEX I GAYNESS ENGINEEnING Gr{ouP, Ltd. :~ CONSULTANTS & GENEI:La.L CONTR.ACTOR. S PREPARED FOR: IPHONE NUaSER: I P~[ .UUBER: c/o UARGARET G0CHE I (907) ~51-4551 I VALLEY VIEW TERRACE SUBDIVISION; LOT 17, BLOCK 2. DRAWING OF ADVA.TEX TREAT.ENT SYSTEM BIO'lUBE SCREENED VAULT EFFLUENT PUMP CONSULTANTS & GENEI~AL CONTRACTORS .................. ISOIL LOG - PERCO~TION TESTI ~ ........... LE~ DESCRIPTION: VALL~ ~ ~R~CE SUBD~SION; LOT 17, BL~K 2, PERFORMED FOR: ~ EGBERT c~o ~ GOCHE DATE: 1/12/2~5 . 7 -~=~, ITEST HOLE ~ll GU SP CH 5 to SH OH , CM/SM SC DEPTH TO GROUNDWATER DATE 8' i/12/2005 6.5' 1/20/2005' I 10 l~ . DATE READING CLOCK NET TIHE WATER LEVEL NET DROP TIHE (HINUTES) READING (INCHES) 2 2:45 30 2' 4' 13 3 2:45 - 6' - 4 3:15 30 2' 4' 6 3:45 30 2' 4' 15 16 17 18 PERCOLATION RATE 7.5 (HIN./INCH) PERC. H~E DIA. 6 (INCHES) 19 TEST RUN BETWEEN 3.0 FT. ~D 3.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORHED: ~ YES ~ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORHED BY: ROB CAMPBELL COHHENTS: PERFORMED BY GEG, Ltd. I, JEFFR~ ~ GARNESS, CERTI~ T~T THIS WAS/PE~ORMED IN ACCORD~CE WITH ~L STATE ~D MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division 825 "L" Street. Anchorage. Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name DISTANCES WELL AddressFROM ~ TANK FIELD Phone(s} Permit .o. ~NO. Of Bed,oo~s ~ WELL /.~ / LEGAL DESCRiPTiON LOT LINE / ~ / Township, Range, Section AS-BUILT DIAGRAM (Show location of well, septic system, properly lines, foundagon, ~ /~ ~ ~ ~ ~ ~'~ C ~ driveway, water bodies, etc) TANKS N TYPE OF SYSTEM ~7 ~' ~ TRENCH ~ BED ~ W. DRAIN ~ OTHER ~/ ~ ~ FT Fill added above original grade Gravel depth beneath pipe / / ~o ~ FT FI / ~ , WELLS ~,,r,, .~- ~ ~ PRIVATE ~ OTHER (Identify) REMARKS: ' Scale:~ L~O~ ~ : ENGINEER'S ~E~L I cagily that Ibis i,sp~ai~ was pedarmed accer~ing to all Municipal and Slate guidelines in eflect on this date: 72-013 (3/85) ).N(:;;'li:til..l. i:::'IER F::h[[3:Hqf::El:~!i_:; r'-VT'F(.~C:i..{E:D 'S]:'t~*~ .F:'J..f::,iq. I'H]:S F:'E:RPI]:'i :iS :[SSLJE:D 'lEi NEii :!: i:::Y ~Ol.iii'.iill i;:'I:~: :[ [ i!::~'. 'FEi ]: I'qi!:ii:::'EX::;'i" ]Z C)i',I; TH :IZ S I:::'iEF;.'t"i :[ "i' ]Z S :i: SSLJIEi:) t:::'QR !'I'IIE S :i: N[:ili. i i: f~::m'i'h !:iv 'Lh6~ I"!ur~:i.c::i.i:i-:~.].~.t.y c~f' Rnc:l'~c!r'ag~e (PIEhSO and :iZ ~'::L].:I ai::ll~i.::,ri;' 'Lo a:CI:[ PIEi(>~ ,:/~J~(::! S'L4;:ite (:il' /.~:i.a~*l.::a i".~(:l~,.,*J.!"elil**",'i'~..~i EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 ,EAGLE RIVER, ALASKA 99577 LETTER Phone 694-5195 Please reply ~ No reply necessary 'i L I hereby certify tha't .! have sgrveyed Anchorage. 1C~C0rdin~ Pie:dnct Alaska, I~....~ ' · ituated thereon are withlnt~. not overlap or encroach o~ ~ th~eto, that no " hn(~ or other vislble.eaeemente on said property exCept u.~ indicated hereon. . ' '" Dated at l,~'le lliver, Alaska . . th~..~_~ ~L~.~_ , ':~:'._ '~OB~ C. ~OHN~ ~:' · :~ .~one 694-2~3 SPECIFICATIONS FOR SEPTIC TANK REPLPACEMENT ~//m~ ~.~, Lot /7- Block The drawings shall be a part of this specification. All materials and. workmanship shall meet the requirements Anchorage Department of Health and Human Services Permit. .THE SEPTIC TANK ".{~: Septic tank construction shall be a steel 2 tom prefabricated .~a~ approved by the Municipality of Anchorage. ,:-,2.2 Septic tank is ~o be installed ·level on compacted base .3 All connections are to be made with caulder couplings. 2.4 The existing =ank is to be pumped and removed, with new after tank, ~,5 Ne~ tank to be providsd with c~eanout ANCHORAGE AREA BOROUGH Department of Environment Quality 3500 Tudor Road I~LJ_J--(ZJ Anchorage, Alaska 99507 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME_ Ed Jancek LOCATION MAILING ADDRESS PO Box 5!5 99577 PHONE~L4~L~ LEGAL DESCRIPTION Lot 17 Block 2 Valley View Terrace SEPTIC TANK: DISTANCE FROM WELL INSIDE LENGTH 82 ' MANUFACTURER Stack SteI~TERiAL INSIDE WIDTH . LIQUID DEPTH Steel NUMBER OF COMPARTMENTS 2 1,250' LIQUIDCAPACtTY GALLONS. TILE DRAIN FIELD: DISTANCE FROM WELL NUMBER OF LINES ABSORPTION AREA DEPTH: TOP OF TILE TO FINISH GR',DE TOTAL LENGTH 108 t FOUNDATION 31 ' 4" NEAREST LOT LINE 35 ~ OF LINES 187 t . -4 DISTANCE BETWEEN LINES 8 ~ TRENCH WIDTH 36 IN. TOTAL EFFECTIVE 56' SQ. FT. LENGTH OF EACH LINE2~) 35' 1@76' 1@ 41' DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE IN, WELL: TYPE Dr illed CONSTRUCTION BUILDING NEAREST NEAREST FOUNDATION 47 I, LOT LINE --' SEWER LINE - - · DEPTH DISTANCE FROM: SEPTIC SEEPAGE TANK82 ' SYSTEM 106 ' CESSPOOL OTHER SOURCES APPROVED _ DISAPPROVED REMARKS DISTANC~:.~ ~=B2"~ A - C;= A - D=108'; D - E=35' INSTALLED BY: Harry Mackey SEWER LINE DEPTH: PIPE MATERIAL: LOTSLOPE:. REMARKS~51square feet per bedroom water at 11' 47' DIAGRAM OF SYSTEM 10-13-72 (~?JosephG~.A~lair, R.S. Form PW-027 ALASKA F1UIR01qmfl]TAL cOrlTROL S6RUIC6$, (~n§ineeHn§ 8 ~nuironmenlal Studies INC. 7/29/81 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION AUG 4 1981 RECEIVED FIRST NATIONAL BANK/MINOR BOX 4-2090 ANCHORAGE AK 99509 S~T,T.RR - PAUL MINOR SUBDIVISION-V~T,T,RY VJ~W Ta~RACE THE TYPE OF ABSORPTION SYSTEM IS A PIT WITH AN UNE~OWN AREA. THE SYSTEM IS CAPABLE OF ACCEPTING 750 GALLONS OF ~TA'I'~ PER DAY. BASED UBON 5~qE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 3 BEDROOM HOME. THE SEPTIC TANK WAS PUMPED ON 7/29/81 . -,%,, ~. ~.,, ;,.,. % °o" 1220 LUcs1251h Auenue · ~ncl~oracje, ~bsb 99503 · (907) 276-1361 GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Receive~ SeDtembe~ 1R. 1q7~ Time of Inspection Date of Inspection September 20, 1973 REQUEST FOR APPROVAL OF INDIVIDUAL SE~ER & WATER FACILITIES FOR Conventional 1. Approval Requested ay: Norene .Realty Address~ 1549 Tudor Rd, Anchorage AK 2. Property Owner: Pat gancek 3. Legal Description: .... LOt .]7r Block 2~ Valley Viqw Subdivisipn 4. Locetlon: 5 Miles Ea~]e River Rd 5. Typo of Facility to be Inspected:__Sing]e Fami]3 ~ellinq Five (5) Number of Bodrooms: Well Data: A. Type Drilled C. Construction Standard Sewage Disposal System: A. Installed C. Septic Tank: D. Seepage Pit: .1. E. Disposal Field: Distances: Ap ~el[ To: Septic Tank ~2,' · Noarest Lot Line F~undation to Septic Tank B. Dopth 157' D. Bacterial Analysis Phone: Phone, 694-2548 $~tisfactorF .. Oct 72 B. Installer Harry Mackey 1. Size 1250 ~1 2. ~anufacturer Stack S~I Size 2. Material Steel . Total Length of L~nee Absorption Area , Sewer Lines , Other Contamination "~ Absorption Area Absorption Area to Nearest Lot Line Request for Approval of ..divi~ual Sewer & Water Faoilitl~.v Page Two Comments: ADore Disapproved Date ~ ~/ Approval Valid for One Year From Date Signed ~raater Anchorage Area Borough, Department of Environmenta! Quality DIAGRAM OF SYSTEM I certify that the information contained in this request for appreval to Be e true and accurate representation of the subiect sewer and water facilities located at: Signed Date : DATE RECEIVED ., INSPECTION APPOINTMENTS ~~~ TImE ' TIME TIME DATE DATE DATE INSPECToR I NSPECTOR INSPECTOR ../'-~ MUNICIPALITY OF ANCHORAGE ENVIRONMENTAL PROTECTION 825 L Street - Anchorage, Alaska 99501 /~U6 $ 1981 ENVIRONMENTAL SANITATION DIVISION Telephone 264-4720RECEIVED REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIEs MAILING ADDRESS ' ~ ' ' MAI~NG ~D~RES~ ' ' ' 6. 'r'YI~E OF RESIDENCE NUM'~ER OF~BEDROOMS {~SING LE FAMILY [] One [] Four [] Other [] Two [] Five [] MULTIPLE FAMILY ' [~Three [] Six 7, WATER SUPPLY [~'~NDIVI DUAL* * ATTACH WELL LOG. A well log is required for all wells drilred [] COMMUNITY ' since June 1975. For wells drilled prior to that date, give well [] PUBLIC UTI LITY depth (attach log if available.) 8.- SEWAGE DISPOSAL SYSTEM /,~/~,/~/,~ YEAR ON-SITE S:YSTEM WAS INSTALLED. [~'~DI VI D UA L/ON-SI TE * * [] PUBLIC UTI LITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN RE INITIATED. /~ 72-010 (Rev. 6/79) THIS SIDE FOR OFFICIAL USE ONLY 1, TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 31 SEWAGE DISPOSAL SYSTEM PERMIT NUMBER [] INDIVIDUAL/ON -SITE DATE INSTALLED [~]PUBLIC UTILITY Connection Verified _ INSTALLER []Septic 'rank or [~]Holding Tank Size:. If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4, DISTANCES Septic/Holding Tank Absorption Area Sewer Line I Nearest Lot Line WELL TO: I Absorption Area to nearest Lot Lble 5. COMMENTS APPROVED FOR BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED 72-010 (Rev. 6/79) N I LIT ll! 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. 050-352-22 1. GENERAL INFORMATION Expiration Date: Complete legal description VALLEY VIEW TERRACE BLOCK 2, LOT 17 REM Location (site address) 23910 UPPER TERRACE STREET, EAGLE RIVER, AK 99577 Current property owner(s) JERRY 0 JR & TERESA HOOPES Day phone Mailing address Real estate agent CMR 469, BOX 2966, APO, AE 09227 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) �Z-at Day phone 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ® Private Septic Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the. engineer. COSA Fee $ 55 d Waiver Fee $ Date of Payment IV 510 O Q / Date of Payment Receipt Number 3 15 2 5 5 Receipt Number COSA # 6 5 C,2110 23 Waiver # 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, based on procedures outlined in the Certificate of On -Site Systems 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. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Address 13030 SUES WAY, ANCHORAGE, AK 99516 Engineer's Printed Name CURTIS HUFFMAN,PE Date 1/22/2021 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to r��ill these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any estimate of how long a system will function satisfactory g�P• . • � _ for current or future occupants or guarantee that no unseen encroachments, deficiencies or 1 J discrepancies exist can be given by First Water Consulting & FWr.S * • 9 TH .......* r .� .� 6. DSD SIGNATURE r Curtis Huffman / System #1 Approved for r��c/sf,• CE128991 F9 1/22/9 System #2 Approved for bedrooms �1�F�PROFESSO0 Disapproved Conditional approval for bedrooms, with the following stipulations: `_4 °t'-S�T� �_ V �-WA , h AID m J0�A GGA AA4 ^� n Gc,C By: ` Original Certificate Date: 2—Z4 The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other Legal Description: VALLEY VIEW TERRACE B2 L17 REM Parcel ID: 050-352-22 If more than 1 septic system on lot: COSA Checklist # _of _ Structure served by this system A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled CIRCA 1972 Total depth 156 ft (PER MOA FILE) Cased to 40+ ft (OR INTO BEDROCK- PER MOA FILE) ® Sanitary seal is functioning correctly ® Wires are properly protected Casing height (above ground) 24+ in. Date of flow test for COSA 1/21/2021 Static water level at beginning of test 73 ft. Well production at time of test 1.16 gpm Comments B. TANK DATA Age of tank(s) 16 years Tank type/material ADVANTEX / FIBERGLASS Measured operating fluid level in septic tank * ® Standpipes/foundation cleanout per record drawing Date of pumping *9/22/2020 D. ABSORPTION FIELD DATA Water storage tank volume NA 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) �c Collected by F�s « E Date of Sample 1/20/2021 C. LIFT STATION ® Required maintenance completed Age of lift station 16 years Lift station material FIBERGLASS Comments: *SEE ATTACHED MAINT. REPORT Which system tested (date installed) 6/17/2005 Adequacy test date 1/21/2021 ❑ ALL standpipes present per record drawing Results Z Pass For 4 bedrooms Total measured depth from grade 3_8 ft (max) Fluid depth prior to test 0 in Measured depth to pipe invert from grade 3.1 ft (min) Water added 920 gal ❑ N/A — pressurized field New depth 0 in ® Monitor tubes go to bottom of effective. If not, state depth into effective 8" ED PER MEASUREMENTS*** Elapsed time <1 min ❑ Code -required soil cover over field** (insulated) Final fluid depth 0 in ® System presoaked Absorption rate 600+ gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) N date of test. 45'L x 5'W x VED x.40 = 90 Gal Min) Gallons introduced 1200 gallons If yes, enter date F� Comments/Deficiencies: **NO KNOWN FREEZING ISSUES PER OWNER & AS PREVIOUSLY NOTED. COULD NOT LOCATE WEST FIELD CO (CLEARED TO GRADE). ***MEASUREMENTS PER EAST FIELD MT/CO. E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ® Yes if No ft Wells on Adjacent Lots: Community Sewer Manhole/Cleanout > 100' ® Yes if No ft ® Yes if No Neighboring Tank > 100' ® Yes if No ft Private Sewer/Septic Line > 25' ® Yes if No Absorption Field on Lot > 100' ® Yes if No ft Holding Tank > 100' ® Yes if No Neighboring Absorption Fields > 100' Surface Water > 100' ® Yes Animal Containment > 50' ® Yes if No ® Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ® Yes if No ft ® Yes if No From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ® Yes if No _ ft Surface Water > 100' ft ft ft ft ft ® Yes if No ft Property Line > 5' ® Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' ® Yes if No ft Private Wells > 100' ® Yes if No _ Water Main > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Water Service Line > 10' ® Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ® Yes if No ft If absorption field is under driveway comment below Property Line > 10' ® Yes if No _ ft Wells on Adjacent Lots: Water Main > 10' ® Yes if No ft Private Wells > 100' ® Yes if No _ ft Water Service Line > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Surface Water > 100' ® Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION ®��®®��,k 1. a I certify that l have determined through field inspections and review ��,�Q.: •' • • • ��, of Municipal records that the above systems are in conformance •:� with MOA COSA guidelines in effect on this date.TH , • • • •': • Curtis Huffman CE 128991 .• c`�i M ft MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MA NTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this 25th Day of January of 20 21 , by and between Noah Miller herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as AN ADVANTEX SYSTEM located at (legal description) VALLEY VIEW TERRACE B2, Ll7 REM 2. Maintenance, ReDairs and Alterations. (Owner is required to read, understand and initial each section) W Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance wrth the equipment's approval for operation in the Municipality. A/% W It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). W Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessarymaintenance, repairs or permitted alterations to the system, lt l N Owner acknowledges that regular maintenance of an AWW i S reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page I of 3 W Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. it%W Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. Owner agrees that any sale or transfer of title of the property will not occur without anew Certificate of On -Site Systems Approval. it%W, Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. /LJ W Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The team of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred.. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev, 05/18/2018) Page 2 of 3 OWNER: By: s-' /G !/,, //;, (signature) L' I ' Noah Miller (print name) STATE OF ALASKA ) ss. THIRD JUDICIAL DISTRICT ) Date: 1/2512021 The forego'instrument was acknowledged before me this day of 20Zk, by 3G- alll(elc- NOTARYftJBLIC FOR ALASKA am - C My Commission expires: 2. l ` � A 2t, 2021 MUNICIPALITY: I 2 By. l� . (signature) Date:/ .G � / (print name) Title: (rev. 05/18/2018) Page 3 of 3 U':i/IZ1(2U1M 1n: 41 jbUbr IU r= FLU'L r'AUL 1_t D 376 407ENO E ill i Eon BE so 0 mom Field Maintenance '�#vapnTeix 11 Annual Inspe ation property ownorfrrftdkinp H .ferry Hoopes Sha Addrcea 23910 Upper Terrac : St., Eagle River AK 99577 AX SRP IB 0 County m x Pod t! PJC -105535 - _ SVV0500016 20473 .- I Retrieve O&M Info Daily flow_ Recirc ratio _ Timer settings: Perform Field Sampl ng/Observations NTU (15 :t NTUs) p (6-8) DO (2-6) Odor of Sample Typical MUM ❑ Earthy ❑ Moldy Non,typicai Sulfil E ❑ Cabba ❑ Decay Oily film in PVU [ Nos No Foam in tank F IYes No Check Control Pana Recirc Amps Talschgrge Amps Audible and visual III ms �OK Coal tone (telemetry o ly) ❑ Yea /No Inspect/Clean Purni System lnspcct Clean Rlser/Ud ..................... Splice 13ox .............. . Float Cords ........ . .......... f Floats ............ .......... ............ ........... AX Biotubcll Filter ..... ........... Bibtubm Pump Vault ........... Recirculating Splltter lalve....... comments Signature AnchorageTank 947-272-3543 oporator Larry Betts Contact t'hone (907) 555-5555 RTU plL11. x Date of L!ut Inspectlon RTU103864 09/11/2019 Measure Sludgo/$CUM Studoe Scum 1 Bt Compartment Current t Previous Current Prevlouc 2nd Compartment Current Previous Current Previous Inspect/Clean AdvanTex Filter Odor: Normal ❑ Pungent Siomat: Normal ❑ Excessive Bridging/Ponding: Nonc/Minor ❑ EXCEsslve Inspeot/Clean Discharge Pump System Inspect Rlser/Ud ❑ splice Box ❑ Float cords ❑ lnspectl$ervice father System Components Inspect Clean t,teraislOrffices IZI_ Pod Bottomr l! Intal« Vent inspect Clean Floats ❑ ❑ Pump ❑ ❑ Inspect Clea Inspect Clean Disinfection Equipment I Dispersal Laterals/Orifice Observations Additional Services Rendered ❑ Cleaned texdIfe sheets? ❑ Replaced UV hems? ❑ Replaced/Usmd other Items? Parts Used: W = Warranty, B = Billable (✓ appropriate wlection) W B Item Number Description Final/Safety Inspection RSV reinstalled Manifold reconnected; flush valves closed Summary/Reoommendations ❑I system performing; no further action noeded Call for BatvlC9 Lids batted on J Control panel reactivated ❑`rank needs pumping ❑ Other? Fax completed form to 1-886-384-7404 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 470~ B!~agaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 050-552-22 1. GENERAL INFORMATION COSA# _('~?.~"~',, Expiration Date: // Complete legal description Location (_site address) Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address VALLEY VIEW TERRACE S/'D; BLOCK 2, LOT 17 25910 UPPER TERRACE STREET *EAGLE RIVER, AK JOYCE HIXSON Day phone 854-8073 25910 UPPER TERRACE STREET *EAGLE RIVER, AK Day phone Day phone Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 31 TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well · Individual On-site · Individual Water Storage [] Individual Holding tank [] Community Class__Well [] Community On-site [] Public Water System [] Public Sewer [] The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On-Site Systems 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 COSAs upon request to homeowners. Certificates of On-Site Systems 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. 4. STATEMENT OF iNSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that m,y investigation, based on procedures outlined in the Certificate of On-Site Systems 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 t,~e Municipafity of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with afl applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone 33'7-6179 Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 'Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date Engineer's Comments: In conducting this evaluation, GEG, LtD. attempted to provide a thorough, .conscientious engineering analysis efthe 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 afl wells and septic systems depend on the local soils condition, 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 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. GEG, LTD. can therefore not provide any warranty orfuture 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 whatsoever. DSD SIGNATURE '"~,'/Approved for. ~' Disapproved. bedrooms. Conditional approval for ~ bedrooms, with the following stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory (Rev. Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: A= MunicipalitY of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Legal Description: VALLEY VIEW TERRACE S/D; BLOCK 2, LOT 17 *WELL FLOW WAS 0.69 WELL DATA GPM N MARCH 2008. Well type PRIVATE If A, B, or C provide PWSlD# N/A Date completed 1972 Sanitary seal (Y/N) YES Total depth 156 ft. Cased to 40+ ft. Date of test FROM WELL LOG NO WELL LO(; Static water level ft. Well production WATER SAMPLE RESULTS: g.p.m. Coliform ~) colonies/100 mi. Nitrate ND mg./L. CHECKLIST Parcel ID: 050-552-22 Well Log (Y/N) Wires properly protected (Y/N) Casing height (above ground) AT INSPECTION 10/15/10 ~~~'~'"'""~ ft. · 1.22 g.p.m. NO YES 12+ in. Other bacteria .0 colonies/100 mi. Arsenic: ND ug./L. SEPTIC/HOLDING TANK DATA TankType/Material ORENCO/FIBER(;LASS Tank size 1500 gal. Number of Compartments Foundation cieanout (Y/N) YES Date of pumping 8/,30/10 Date of sample:l 0/19/2010 Collected by: 2 Depression over tank (Y/N) Pumper GEG Ltd. NO Date installed 6/16/05 Cleanouts (Y/N) YES High water alarm (Y/N) YES JR'S PUMPING ABSORPTION FIELD DATA Date installed · 6/1 6/05 Length 45 ft. Total depth *3 ft. Eft. absorption area 225 ft2 Monitoring tube YES Date of adequacy test 10/15/10 Results (Pass/Fail) PASS Fluid depth in absorption field *before test DRY in. Water added 809 gal. Elapsed Time: 0 min. Final fluid depth DRY in. Any rejuvenation treatment (past 12 mo. NONE KNOWN I'BELOW EXISTING GRADEI Soil rating (g.p.d./ft2o~ 5 Width 5 .ft. System type TRENCH Gravel below pipe 0.5 ft. NO For 4 bedrooms New depth DRY in. 600+ g.p.d. give date - Depression over field Absorption rate >= *INSPECTED BY A+ D. LIFT STATION HOME SERVICES. Date installed 6//16/05 Size in gallons 1500 "Pump on" level at TIMER in. "Pump off" level atTIMER in. Datum BOTTOM OF TANK Cycles tested. * E. SEPARATION DISTANCES Manhole/Access (Y/N) YES High water alarm level at 45 Meets alarm & circuit requirements? YES .in. SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot Absorption field on lot 100'+ Public sewer main N/A Sewer/septic service line 25'+ Animal containment areas. 50'+ 100'+ On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout Holding tank N//A Manure/animal excrete storage areas N/A 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Water main N/A Water service line 10'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Absorption field. 5'+ Surface Water 100'+ Property line 10'+ Building foundation. 10'+ Water service line 10'+ Surface water 100'-I- Curtain drain NONE KNOWN Wells on adjacent lots. 100'+ COMMENTS Water main N/A Driveway, parking/vehicle storage 10'+ G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in. COnformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS Date IO/.~ ~"///2 COSA Fee $ J~ Date of Payment Receipt Number (Rev. 11/05) Waiver Fee $ Date of Payment Receipt Number L'~JSTIlN~ GRAIL 'ID -L~ ~un~' "-~URVEY TYPE [] PLOT ~t,~N,.. A~g~T. ·. LOT ~LOT PLUS a LOT Prepared by Robert E. Johns, Jr.'& Assoc. Professional Land Surveyors a~2 E. 12 AVE. AN~,.IOC~AOE.. ALA,,~ gD~l . s=o,.: '. ~,, = ~;'U .... I'R'~ L~t ~F. .... ]]R~ ~t .e N~ D~te ~: ~ ~"'0~ "ID""'~ ~1Ch"k" b' ~'' Oat~ Dre~: ' ' I~-- ' IW.O. ' ' z-a~-oa I ~oz~o I s~ ~% 17 BI~ 2 Valley View T~e ...... S~aOLS FO~D ~BAR ~ ~ ~~OD ~ ~ CONCR~ ONLY THOS'~ IMFaROVE:ME:NT~ ABOVE ~DUND AND ~1~ ~LL ~E UNDE'~ NO CIRCUMSTANCES SHOULD AN A$-eUILT DE USE:) FOE CONSTRLIOTION OR FOR ES~'ADLk~HtN~ I~OUNDAReY O~ FENCI~ LINES. THE GURVEYO~ TAKES REb'PON~II~UTY ~ 314E INITIAL TRANSACTION ONLY ^ND ~UI4E:~ FINANGIAL LI^DILITT ONLY FOR 114[ IISI-cD DISTANCES pREVAIL OVER SCAUNG, R1D=RODU?30N MAY CALf$~; ERRORS IN SCALE. ....... PLOT Iq. AN FO~A~ ~UILT ~ ~u~ ~-~T Municipality of Anchorage Development Services Department Butlding Safety Division On-Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING ParcelI.D. ~0- ~,~ 1. GENERAL INFORMATION cos Expiration Date: Complete legal description Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address VALLEY VIEW TERRACE BLOCK 2, LOT 17 ~c3v{. 2391~.,' UPPER TERRACE *EAGLE RIVER, AK 99577 MARC MATHES Day phone 2391~0 UPPER TERRACE *EAGLE RIVER, AK 99577 Day phone 580-540-4904 CREG ERKINS W/ EMAIL REAL'fY Day phone 401 E RREWEED LANE *ANCHORAGE~ AK 562-3382 Un/ess otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual Well ~] Individual Water Storage Community Class 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 On-Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On-Site Systems 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 COSAs upon request to homeowners. Certificates of On-Site Systems Approval are valid for 90 days from the date of issue for properties served by a pdvate 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. 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 Certificate of On-Site Systems 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 vedfy 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 Stale codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179 Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date Engineer's Comments: In conducting this evaluation, GEG, LtD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results desctfbed 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, groundwater levels that may fluctuate dudng the year, end the water usage of the family being sewed 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. GEG, LTD. can therefore not provide any warranty or future estimate of how long tho system will continue to meet the operational requirements of tho 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 pady is not autho#zed, nor will it confer any legal #ght whatsoever. 5. DSD SIGNATURE J Approved for ~ bedrooms. Disapproved. Conditional approval for __ ON-SITE '. . WATERAND : WASTEWATER .' .= bedrooms, with the fllowing stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory (Rev. 11/05) Arsenic Advisory Maintenance Agreements Supplemental Engineer's Reort Other Original Certificate Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 (~ERTIFICATE OF ON-SITE SYSTEHS ,G, PPROVAL (~HECKLIST Legal De'scdption: VALLEY VIEW TERRACE S/D BLOCK 2, LOT 17 Parcel ID: O A. WELL DATA *PER ARCTIC WELL &: PUMP Well type PRrvA'~ IfA, B, or C provide PWSID# N/A Well Log (Y/N) NO Date completed 1972 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES Total depth '156 ft. Cased to *40'l'ft. Casing height (above ground) 12+ in. i FROM WELL LOG AT INSPECTION Date of test 3/28/2008 Static water level ft. 72 ,ft, Well PrOduction g.p.m. 0.69 .g.p.m. WATER SAMPLE RESULTS: Coliform (~ colonies/100 mi. Arsenic: ug./L. SEPTIC/HOLDING TANK DATA i Nitrate ~ I~ rog.IL. Date of sample: 3/21/2008 Other bacteria, (~_ Collected by: colonies/100 mi. GE(; Ltd. Tank Type/Material ORENCO/FIBER(;LASS Date installed 6/16,/2005 Tank siz~ 1500 ,gal. Number of Compartments 2 Cleanouts (Y/N), YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) y 'N7cA'' Date of p=umping N/A. Pumper A+ HOME SERVICES C. ABSORPTION FIELD DATA ~'8£LOW EXISTING CRAO£I Date installed 8,/16/2oo5 Soil rating ~r ft~/bdrm) 5 Length 45 ft. Width 5 ft. Total depth '3 ft. Eft. absorption area 225 ft2 Monitoring tube =YES Date of a'dequacytest **3/29/2008 Results (Pass/Fail) PASS Fluid depth in absorption field before test DRY in. Water added 625 gal. Elapsed Time: 0 min. Final fluid depth DRY in. Absorption rate >= Any rejuyenation treatment (past 12 mo.) (YIN & type) NONE KNOWN **SYSTEM WAS PRE-SOAKED .3/28/08, W/1120 (;ALLONS OF WATER System tYPe TRENCH Gravel below pipe .5 ft. Depress[on over field NO For 4 bedrooms New depth DRY in. 600+ ,g.p.d. If yes, give date - D. LIFT STATION Date installed 6,/16//2005 1500 'Pump on" level at 44 in. 40 in. Datum BOT E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ · ' Abs0rpti6n field on lot 100'+ INSPECTION REPORT BY A+ Size in gallons 'Pump off" level at Cycles tested. Manhole/Access (Y/N) YES High water alarm level at 45 in. Meets alarm & circuit requirements? YES Public sewer main N,/A Sewer/septic service line Animal containment areas. 50'+ On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manholelcleanout N,/A Holding tank N/A Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Water main N//A Water service line 10'+ Wells on adjacent lots, 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation, 10'+ Water service line 10'+ Surface water 100'+ Curtain drain NONE KNOWN Wellson adjacentlots 100'+ Fo COMMENTS Absorption field. 5'+ Surface water 100'+ Water main N,/A Driveway, parking/vehicle storage 10'+ G. ENGINEER'S CERTIFICATION '1 certify ~hat I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. C-ARNESS Date 4 COSA Fee $ /'7/,~ Date of Payment ~"~/ ~/0 Receipt Number (Rev. 11~5) Waiver Fee $ Date of Payment Receipt Number Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 ~vww.ci.anchorage.ak.us (907) 343-7904 Water Well Advisorv Health Authority Approval it 080090 During a recent Health Authority Approval on-site inspection and test of the potable water supply well on Block 2, Lot 17 of Valley View Terrace subdivision, the well's productivity was determined to be 0.69 gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a 4-bedroom residence is 0.42 gallons per minute. Although the subject well currently exceeds this minimum requirement, all parties concerned are advised that the production capacity of the well may fluctuate. Restriction of non-critical water uses such as washing cars and watering lawns and gardens may be required. This advisory must be attached to all copies of the subject Health Authority Approval. PLANS k LOT SURV~'S Prepared by Robert E. Johns, Jr.'& Assoc. Professional Land Surveyors = 50~ ~t ~.t'. ~K. mpqet r~ No. 2-25-03 ~ ~ ~ ~ ~ ~ 2-26-08 ~0160 828 LOt 17 Block 2 Valley Vie'~ Te~ace NOT~: Municipality of Anchorage Development Services Department · Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cLanchorage.ak.us (907) 343-7904 ON-SITE SEWER/VVELL SUBMITTAL COMMENT SHEET To: .Chri~ ~Vood Legaldescrlpt|on:,VallevViewTerrace Block2 Lotl7 I~Permlt [--Ic.o.S.A. ~;~]lnspection Report The attached paperwork has been reviewed and Is being returned for the following reasons: 1. Electrical Inspection Report 2. Maintenance Agreement · --" ~'~,2 Name of reviewer: Jeff Date: April 7, 2008 P/ease supply the necessary information and re-submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK " Munic,P. ifl,ty of .A.'nctioi:age . :b'6velopment S i ,ic6 D .p irtmeht Building Safety Division ..- .. On-Site Water & Wastewate~' P~c~r~n 4700 South Bragaw St. . P.O. Box 196650 Anchorage, AK 99519-~650 www.cLanchorage.~k.us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING GENERAL INFORMATION · .Explration Date: Completelegaldescription VALLEY V1E'W TERRACE S,/D; L~)T 17, BLOCK 2, Location (site address or directions) 23910 UPPER 1 ~kRACE * EAGLE RIVERf AK. 99577 Current Property owner(s) Mailing address Lending agency HAL EGB~-~i Dayphone 551-4551 (AGENT) c,/o MARGARET GOCHE w,/ 0YNAMIC PROPu<¢iES Day phone Mailing address Real Estate Agent Mailing address c/o UARGN~L"I' GOCHE w/DYNAMIC PROPERTIESDay phone ,~111 "C' STREET * ANCHORAGE. AK 9~505 ~51-4551 Unless oiherwise requested, HAA w#l be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class 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. Cedificates of Health Authority Approval ere required for the transfer of tiUe (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 pdvate or Class C well and may be reissued with new water samples. (Certificates may be reissued for a pealed 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 engineers work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seat affixed hereto and as of the validation dat~ shown below, I verify that my investigation, based on procedures outlined in the Health Authority 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 strucfuro indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investiga§on and Inspection, the on-site water supply and/or wastewater disposal system is(are) In compliance with all applicable Munidpal and State codes, ordinances, and regulations in. effect at the time of lnstaltation. ' Name of Firm GARNESS ENGINEERING GROUP, Ltd. Address ,3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Pdnted Name JEFFREY A. GARNESS, P.E. Phone 33,7-6179 Date ,/3.,/05' Engineer's Comments: - In conducting ~his evaluation, GEG, Ltd. attempted to provide e thorough, consdantious englnearing analysis of the system In accordance with ADEC end MOA DSD Guidelines & Regulations. The reported rosutts described the performance of the system under the conditions encountered at the Urce of the test, and eapare6on distances measured to readily Identifiable features. The qr~'ational life of ail wells end SepUc systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage Of the family being served by the system. These condiUons ere outside the control Of the evaluator of the system. ~atisfactory test results do not guarantee future performance of the system, nor do they guarantee that there ere no hidden defects or ancmachmants. GEG, Ltd. can therefore not provide any warranty or future estimate of how long the system will continue to meat the operational requirements Of the ADEC or MOA DSD. The contont 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 pady Is not authorized, nor will It confer any legel right whatsoever. 5. DSD SIGNATURE Approved for bedrooms. W Disapproved. Conditional approval for bedrooms, with the following stipulations: contractors shall be put in escrow to construct a new wastewater disposal syste~ pursuant to permit number 5W050016 attached. Money in escrow shall not be released until this office hn~ given final approval. Construction shall be completed no later than ,Tune 15o 2005. The well wires need to be placed in conduit during the construction at the new septic RAA Ci~ecklist g,/' Maintenance Agreements Septic System Advisory Supplemental Engineer's Report Well Flow Advisory Other By: ~ Original Certificate Date: I/T'/i ,/0~" Municipality of Anchorage Development Sentices Department au~g Safet~ 0~ Wa~r & W~r 4~ ~ B~ ~ P.O. ~ 1~ ~e.~ ~1~ (~7) ~ HEALTH AUTHORITY APPROVAL C:HECKLIST VAJaFy VIEW YLKRECE S,/Di LOT 17~ BLOCK 21 Parcel ID: A. WELL DATA Well type P~VATE Date completed 1972 Totaldeplh 151+ It. Date of test Static water level Well preducflon · 1HE WELL WIRES WILL BE PLACED IN CONDUIT DURING THE CONSTRUCTION OF THE NEW SEPTIC SYSTEM. 05O-352-22 WATER SAMPLE RESULTS: Coliform 0 culonie~100ml. Nllmte 0.10 mgJt.. Arsenic: N,/A mg./L. Date of mple: 1/6,/2005 B. SEPTICRIOLDING TANK DATA Tank Type/ldatedal Tenklize tSO0 gal, Number of Compartments 2 Foundation deanout (Y/N) YES Depression over tank (Y/N) NO Date of pumping 5/19,/2003 Pumper ¢. Soil rating (g.p.d./lt~or([~) 151 ABSORPTION FIELD OATA Date ktstalled ~o/13/Ig72 System type TRENCH Length 187 lt. Width ,3 it, Gravel below pipe 0 fl. Totsldepth 4+,/- ff. Eff. ebsorptidnerea.- If~ Monltedng tube,, YES Depressicnovorfleld NO Dateofedequanytost "'1/6/2005 Results(Pass/Fall) FAIL For 4. beclrooms Fluiddep~k~et~smpUonfleidbefomtsst - in. Wateredded - gel. Nowdep~ - in. F-Japead Time: - i1~1. Final fluid depU~ - in. At)sorpUon rate >- - g.p.d. Any rejuvenation tTeatmant (past 12 mo.) (Y/N & b/be) - If yes. gtve date - ~ CONDITIONAL Lr. lltJ<. Other beC(eM 0 colonies/lO0 mi. Collected by: GEG~ LtD. Date mta~ed 9/le/lggo Cleanoute (Y/N) YES High water alarm (Y/N) N/A SANITARY PUMPERS IfA, B. or C provide PWSID~ N,/A Well Log (Y/N) YES Sanltory seal (Y/N) YES Wire8 pmporly protected (Y/N) *NO Cased to 40+ It. Casing height (abeve ground) 20 in. FROM WELL LOG AT INSPECTION --. lt. 77 lt. p.m. 1.17 g.p.m. D. LIFT STATION Date installed Size in gallons ~ m "Pump on" level et in. "Pump . Hi0h water alarm level at ~ .in. ~ Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/tilt station on lot100'+ At)sorptlon field on lot 100'+ Public sewer main N,/A Sewer/septic eervlce Me 25'+ On adjacent lots 100'+ On adjacent lots 100'+ Public ~wer ma~ole/ctaanout Holding tank N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation. 5'+ Property line 5'+ Water main N/A Water sewice line 1)0'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building fonndafion 10'+ Water sewice line 10'4. Curtain drain NONE KNOWN F. COMMENTS Absoq3tion field 5'4- Surface water 1 Water main N/A Driveway, partdng/vehlcle storage 10'+ Surface water 1 Wells on adjacent lots 100'+ G. ENGINEER'S CERTIFICATION I certify that I have determined through fisld inspecSons end review of Municipal recot~s that the above systems ere/n conformance with MOA HAA guidelines in effect on this data. Engineers Pdnted Name .te JEFFREY A. GARNESS Data of Payment ) }~?1~ Receipt Number (~ ~l,~ *1., (R.v. ~2m~) ~\ Date of Payment Receipt Number GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS January 25, 2005 Municipality of Anchomge Development Service Department On-Site Water & Wastewater Program 4700 South Bmgaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Ref: Conditional HAA for Valley View Subdivision; Lot 17, Block 2, To whom it may concern: The existing 4 bedroom house is served by a private well and septic system. The septic system consists of a 1250 gallon septic tank and a trench type drainfield. On 1/12/2005, we excavated the upper drainfield in order to install a monitoring tube and discovered that there was no drainrock below the distribution line. In addition, it was noted that the lower drainfield was surcharged. Based upon our findings, the septic system does not meet M.O.A. standards. The system is functional at this time in that it is not backing-up into the house or surfacing. Due to the increased cost of excavation during the winter, the owners would like to escrow funds so the new septic system can be installed during the spring/summer of 2005. During the installation ofthe septic system the well wires will be placed in conduit. We request a Conditional Health Authority Approval be granted. If you have any questions, please contact us at 337-6179. Thank you for your assistance. Sincerely, Pres 3701 E. Tudor Road, Sultc 101 * Anchorage, AK 99507 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Wcbsite: gamessenglneerlng.com .I Louis A.'lS~tm:~' "' .' CE.~73~.' ~ · ~ ASrBULI,T . · ,..~. ~..... hereby certify that .! h.a?e ~.urveyed Re~rdtn~' Pre'~nct, Alaska,- at~d · ~ltueted .thereon ~re do not ~,erlnp or en~oach o~.] th~t~ that ~o on ,here us indl~ted h6~o~ . . .......'f.'- ~: · :.- ~l 694-3543