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Home My WebLink AboutSPENDLOVE VIEW HEIGHTS #3 BLK 5 LT 3Spendlove View Heights #3 Lot 3 Block 5 #017-401-54 I ~ Municipality of Anchorage Development Services Department o:= =~ ._o 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 Page 1 of On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW~ ,,~ !~,/t ? ~ ¢-~ 2'~ 2_ ~ PID Number: 017--401--54 - ! Nome: GARY & DOROTHY FRANKLIN Wastewater System: · New [] Upgrade Address: 951 JOHAM CIRCLE * ANCHORAGE, AK 99515 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 249-1455 4 [] Deep Trench · Shallow Trench [] Bed [] Mound [] Other LEGAL DESCRIPTION ~oi, .~ng: To.a, De.th .rom o.g,.a, 3.0 cPD/S,. Ft. *'1.08-1.18Ft. Block: Lot: Subdivision: Depth fl3 pipe bottom from original grade: Grovel depth beneath pipe: 5 3 SPENDLOVE VIEW HEIGHTS #3 0.58-0.68 Ft. 0.5 Township: Range: Section: Fill added above original grade: Grovel length: SEE DWG. FL 40 Ft. Grovel width: Number of lines: Distance between lines: WELL: · New [] Upgrade 5.0 Ft. 1 -- Ft. ClassEicaflon (Private, A,B,C): Total Depth: Cased To: (TO BEDROCK) Total absorption arab: Pipe material: PRIVATE 345 Ft. 20 r~ 200 so. Ft. D 5034/ F-810 Drillen Dote Drilled: Static Water Level: Installer:. Date installed: ALPINE DRILLING 8/6/1998 54 F~ WOOD & SON 7/51/1999 Yield: I Pump Set At: Casing Height Above Ground: 2 cPMI UNKNOWN rt. 2 Ft. TANK SEPARATION DISTANCES [] Septic [] Holding · S.T.E.P. · Other~ T~o Septic Absorption Uft Holding Public/Privets Manufacturer:. Capacity In gallons: Tank Field Station Tank Se.er Unoe ANCHORAGE TANK 1 500 Material: Number of compo~msnta: Well 100'+ 100'+ 100'+ -- 25'+ STEEL 2 Sumacs Water ~00'+ ~00'+ ~00'+ - - LIFT STATION Lot Line 5'+ 10'+ 5'+ _ size in gallons: ANCHORAGE Manufacturer:. -- 1500 TANK/ORENCO SYSTEMS "Pump on' level at: "Pump off" level at: High wdter alarm at: Foundation 5'+ 10'+ 5'+ -- -- TIMER TIMER 46" Curt°in Dr°in - NONE KNOWN . Pump bloke z. Model: Electflcal Inspections performed by: I I #20 osI 05 HHF M.O.A. Remarks: *THIS IS A RECIRCULATING SEPTIC TANK BENCH MARK Location and Description: w/ UPFLOW FILTER. TOP OF MANHOLE · *TO TOP OF SAND FILTER. 2+ FEET OF M.O.A. Assumed Elewfion: APPROVED SAND FILTER ADDED BELOW TOTAL DEPTH I .100.00 Ft ENGiNEER,~)~L ' Inspections performed by: AKWWC, INC. Dates:1st7/31/1999~~i13rd2nd 7/31/19997/31/1999 Development Services,...)~, J~/' Department A. pproval/~/./~"~/L~' ,., ¥~i~:~"1.'~ ...... ': Reviewed and approved by: ~-,.,~ ,~_~ / /! uate:/,x- -2 '2- / O AS- BUILT DRAWING SW9801 81 O1 7-401 -54 / '--~--. ~ ~MPLE POET I '~ ~N~ D~INFIELD ~,L~E~ S,~E ~ ~ 9 co~ 2~.~ ~.2 I ~ NEW UPFLOW FILTER UNIT !l ST1 23.1 55.5 MH 30.8 59.2 C02 27.4 44.6 SP 28.0 44.7 C03 44.9 44.2 ..... u-r'l "' 42.0 54.5 C04 51 .,.3 74.0 20x65 DRAINAGE EASMENT CONSULTANTS, INC. ........ : ................. ....... SCALE: ~R[~AR[D FOR: ~HO~E ~H~B[R: P~GE ~B[R: SPENDLOVE VIEW HEIGHTS SUBDIVISION ~3; LOT 3, BLOCK 5, AS-BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM A B C01 21.1 54.2 ST1 23.1 55.5 MH 30.8 59,2 C02 27.4 44.6 SP 28.0 44.7 C03 44.9 44.2 MT1 42.0 54.5 C04 51.3 74.0 PERMIT NUMBER: AS ~ B UIL'T D RAWIN G ParCEL iD NUMBer: 3W980181 017-401 -54 TOP OF TANK ................ /--TOP OF MANHOLE OUTLET = 94.68 INSULATION O INLET = 94.04 -~ NEW 1500 GALLON I iillllll I FllqAl. GRaDe NsuLAnou co2. Po r NEW UPFLOW OF OUTLET FILTER = 90.89 (AVG.) FROM REClRCULATING -' - / - 90.78+ FILTER FABRI¢~ / /= 88.80-88.90 ~/ (RELATIVE) TOP OF SAND '-/ t 5"~'~-~"J ! - 57'.72 (AVG.)~,,._ 80'FI'OM OF' EXCAVATION ~i ~ BOITOM Of TESTHOLE = 79.90 (RELATIVE) = 85.88 (AV~.) DRAWN BY: .' C.J .G. ' ' -.'?'_,_~ .......... CONSULTANTS, INC. "' :: :' 6901 DEBARR ROAD, SUITE 28 * ANCHORAGE, AK 9950L~ * PHONE (907)~7-6179 * FAX (907)~58-52L~6 N.T.S. PRePAreD FOR: PHONe NUMBER: PAGE NUMBER: ~-~ .~'~-~ GARY & DOROTHY FRANKLIN (907) 249-1455 $ OF $ LEGAL DESCRIPTION: SPENDLOVE VIEW HEIGHTS SUBDIVISION ~3; LOT 3, BLOCK 5, '"" AS-BUILT DRAWING Of NEW SEPTIC SYSTEM 87/25/2002 14:85 9872674243 AK COMPUTER BROKERS PAGE 82/82 ~o(t~) ': ~ Lot 10' U~i. Bu~dlnge .... Drlv, w~ regllter=d and I~d ta ~r=ctl~. ~ " Aa-Suill ADM Land Surveys-. P,O,Box 1g076B. Anohorogm, Sp~dlovo ~ow Helgh~ ~ Subdlvlalon (007) 24~--~780 ' ,J Mlnlsh 1"=50' STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES DIVISION OF MINING & WATER MGMT WATER WELL RECORD LOCAT,O. OF WELL l ~'1 Ot 7//¢1~ BOROUGH SUBI~I.VISION LOT BLOCK SECTION QTRS ,SECTION TOWNSHIP RANGE MERIDIAN E3N GE LOCATION/SKETCH: WELL OWNER: DEPTHS MEASURED FROM:l-'lcasing top/~'ground surface '/WELL D~PTH: DATE OF COMPLETION Depth of hole:-.~¢7/'.~ ft BO.E.OLEDATA: Depth Depth ofcasing:__<~, ft ~' , ~ ~ ?~ Material TYpe and Color From To ~ ~ ~ , ft below ~top of casing ~ grou~ sudace ~EHO~ OF ~ILLING: ~ air rota~ ~ cable tool USE OF WE[I: ~ domestic ~ irrigation ~ monitor ~ public supply?~"~ other CASING STICK-UP: ~ ft. Diam: ~ in, t~ ft Casing type: ~~" '~n. to~ ft WELL INTAKE OPTING TYPE: ~ open end ~ screened ~ peHorated ~open hole SCREEN TYPE: Diam: in. t~ 5~ ~O SlotlMesh Size: Length: ft G~VEL PACK TYPE: Volume used:, Depth to top: Depth: from ft to ft Duration: PUMPING L~EL AND YIELD: ~¢~,, ftafter ~ ,, hrspumping ~ gpm PUMP INTAKE DEPTH: ~ ft Horsepower: WELL DISINFECTED UPON COMPL~ION? ~S ~ NO CONTRACTOR INFORMATION: Regjsl~el~d B.usiness Nad~e / s' · ' REMARKS: PLEASE MAIL WHITE COPY OF LOG TO: DNR/DIVlSION OF MINING & WATER MGMT 3601 C St. Suite 800 ANCHORAGE AK 99503-5935 Phone (907}269-8639, Fax (907)562-1384 Rip, tFlx 4/7/2003 5:41 PAGE 1/~ R~ghtF&× Inspection Report Hunlclpallty of Anchorage, Building Safety Dlvlmlon 4700 South Brag.w Page 1 of ! ZNBPECTION: VOZCE 34]-1300 2NBPECTION: FAX C907)3A~-7777 ZNFO: ~43-7B~2 Name ~dree* CommeflM or Directlonl GARY FRANKLtN 8900 SpFNDLOVE DR BK 5 LT3 SPENOLOVE VIGW HEIGHTS #3 PH"'=FOR SEIq'~C SYSTEM Permit 98-0529 I~hone 34;-3049 ~nlpectlon Dlte 4/7/2005 P Reinl~eeuon DO NOT OONCEAL UNTIL RE[NSPECTION COHHBNTS: (for Inspector use only) MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Sfreet, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Renewal Date Issued: Jul 28, 1999 Expiration Date: Jul 27, 2000 Permit Number: SW990224 Legal Description: SPENDLOVE VIEW HEIGHTS #3 BLK 5 LT Design Engineer: 0041 AK Water & Wastewater Consulta Owner Name: Gary Franklin Owner Address: 951 Joham Cimle Anchorage, AK 99515-0000 Parcel ID: 017-401-54 3 Site Address: 008900 SPENDLOVE DR Lot Size: 49584 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] SepticTank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 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. This permit is for a Reactex system. This is a renewal of permit #SW980181. Received By: _ O__ Date: Issued By: '~----'~4~ ~ ~~.,'~ Date: PAGE MUNICIPALITY OF A/qCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 0N-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PEP. MIT PERMIT NUMBER:SW980181 DESIGN ENGINEER:ALASKAWATER & WASTEWATER SERVICES OWNER NAME:FRANKLIN GARY L & DOROTHY J OWNER ADDRESS:8900 SPENDLOVE DR ANCHORAGE ALASKA 99515 DATE ISSUED: 6/17/98 EXPIRATION DATE: 6/17/99 PARCEL ID:01740154 LEGAL DESCRIPTION: SPENDLOVE VIEW HEIGHTS ~3 BLK 5 LT LOT SIZE: 49584 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PEP/~IT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEMUNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. 1 OF 2 SPECIAL PROVISIONS: THIS PERMIT IS ISSUED FOR THE CONSTRUCTION OF AN INNOVATIVE RECIRCULATING TRICKLING UPFLOW FILTER SYSTEM.AS A CONDITION OF THIS PERMIT, THE OWNER SH3kLL MAKE ARRANGEMENTS FOR THE SYSTEM TO BE SAMPLED ONCE A MONTH FOR A blAXIUM OF 12 CONSECU TIVE MONTHS AFTER BEING PUT IN USE.THE ATTACHED PROPERTY OWN ISSUED BY: ER AGREEMENTS BECOME A PART OF THIS PER. MIT PACKAGE. / Alaska Water & Wastewater 7320 East Chester Heights Circle ~ Anchorage ~ Alaska 99504 Phone (907) 337-6179 - Fax (907) 338-3246 Consulting Engineers April 27, 1998 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Well and Septic System for Lot 3, Block 5, Spendlove View Heights S/D. RECIRCULATING UPFLOW FILTER (RUF) SYSTEM To whom it may concern: 1. GENERAL: The proposed 4 bedroom home will be served by a private septic system and a private wells. As can be seen from the site plan, the surrounding protective well radii and the existing drainage pattern/easement limit the available area for a septic system. Also, the presence of groundwater limits the excavation depth of a drainfield. Given these site constraints, we are proposing to install the Recireulating Upflow Filter (RUF) system. Two test holes were excavated and the soils are summarized as follows: 2. SOIL CONDITIONS: Two test holes were excavated on September 13, 1997 to a depth of 13.5 feet in TH#1 and to a depth of 9 feet in TH#2. Groundwater was encountered during the excavation of TH #2 at a depth of 7 feet, and was monitored at the 5 feet 8 inches on 4/22/98. A percolation test was performed between the depths of 3 and 4 feet and the absorption rate was measured at a rate greater than 1 minutes/inch (see attached soil logs). 3. DRAINFIELD: The intent is to install a Recirculating Upflow Filter (RUF) system that will allow the use of a small drainfield in the area around a 30 foot radius of TH #2. The size of the drainfield will be based upon the previously established criteria for the RUF systems, which dictates that soils percolating between 1 & 30 minutes/inch have an allowable application rate of 4 gnd/f[ and soils nereolating between 30 & 60 minutes/inch have an allowable application rate of 2 gpd/ft2. Given the perk rate of>l minutes/inch the 4 gpd/fr apphcat~on rate would apply. We are proposing to install a 5 foot wide drainfield that is 40 feet long and has an effective depth of 6 inches. This corresponds to an absorption area of 200 ~2, or an application rate of 3.0 gpd/ft2 (assuming 600 gpd total flow). · 4. ORENCO PACKAGE SYSTEM: The STEP tank with the trickling and upflow filter will be manufactured by Anchorage Tank & Welding to meet the latest design criteria established by Orenco Systems, Inc. The point of contact at Anchorage Tank is Lowell McNutt. Since you are familiar with the operation of the system I won't elaborate. As with their standard STEP tank, it is equipped with a high water alarm per M.O.A requirements. 5. SURFACE WATER: There are no surface waters within 100 feet of the proposed septic system. 6. TOPOGRAPHY: Attached is a topography site plan. The average slope on this property is a 20-23% slope in a direction of approximately north to south. The proposed drainfield will be placed approximately at the mid-point of the west property line which has an average slope of 20% slope. There are no slopes greater than 25% within 50 feet of the proposed trench. 7. CLOSING: I am open to any suggestions from your department that would be an improvement to the proposed system. I am unaware of any negative impacts that this installation would impose on adjacent wells, or septic systems. If you have any questions, please call me a 337-6179, or 244-9612. Sincerely~/7 _]/ ~ ~;ifl~ ly~amess' ' '' . - L~CATION) ] ~ PROPOSEn / ~ Xx4 [ / ~ LOT ~, GOUBART S/D LOT 4, GO,BART ~OT 1, O0~SA~T S/D LOT ~, OOM~ART S/D J SEPTIC SYSTEM /~/~/ NB RECORD AT M,O,A, ON SEPTIC ~ - ~ SYSTEM DN LOT~ 2 & 4. THERE ? IS A PRIVATE WELL ON LOT 4, /~ll~lI lOO'+ FROM PROPOSED SEPTIC SYSTEM, SITE PLAN, LaT 3, BLDCK 5, SPEN3LaVE VIEr HEIGHTS S/3. PREPARE)) BY, ALASKA WATER & WASTEWATER ~ .. ........... ., ]DATE: 4/87/98 DRAWN= J,L,M, SCALE~ 1' = lOg' ~ PENDLOVE DRIVE / ~REPARED FUR, GARY FRANKLIN PREPARE3 BY~ ALASKA WATER ~ ~IASTEWATER IcL,OW PROM PLAN VIEW CAP 4' xS' INSLLAflON (fYP,)- INUI~I' fAk~ i¢/¢RICA'fCP FROM 16" Pi. AfC C. OAfCP WfiH I'Nt~/¢~ 4¢-~¢ COAt. fAR I~MLI.SION- Plbl"CR /¢~IA- 1" HU¢ Wl11'1 ~"0 HOI. t~ s Ft~t~¢.O 7~ r_.Ot~lk~i PROFILE VIEW PLAN AND PRBFILE OF RECIRCULATING SEPTIC TANK LEGAb LOT 3, BLOCK 5, SPENBLDVE VIEW HEIGHTS PREPARED BYJ ALASKA WATER & WASTEWATER DATEI 4/2'7/98 J DRAWN J,L,M, SCALE. N.T.S. I AC-J~/VCt. Y ( I'YP. 2) OUll. l~f 5CI~i~P VAI. I.f PLAN VIEW C,0~ f,~ PIf~ FINN MIN, (4" "ror/~) OUil. P.f IN PIP, OM 1Cr. CII~OJ.ATIKI~ ~PTI¢ I'F, NK INL~C PROFILE VIEW PLAN AN]] PRDFILE DF UPFLDW FILTER LEGAb LOT 3, BLDCK 5, SPEN]]LDVE VIE~/ HEIGHTS PREPARE]] 3Y, ALASKA WATER & WASTEWATER ]]ATE~ 4/27/98 ]]RAWN BY, J,L,N, SCALE, N,T,S, PLAN VIEW PROFILE VIEW PLAN AN3 PROFILE DF 3RAINFIEL~ LEGAL~ LBT 3, BLOCK 5, SPEN3LDVE VIEW HEIGHTS PREPARED BY~ ALASKA WATER & WASTEWATER DATEI 4/87/98 I~RAWN 3Y~ d,L,N, SCALE, N,T,S, I Lot 2 Block 5 . a~,~ Propo~ House :ii. Ed'; N89'57'53"E (M) (u) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: DATE PERFORMEI Township, Range, Section: I-3 [-~ 1 2 3 4 5 6 7 8 9 10 11 12 13 14- 15- 16- 17- 18- 19- 20- COMMENTS SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? S IF YeS, At WHAT ~//~. (~ DEPTH? p E Depth to Water After '~°~' '~°'~'~ '~° Monitoring? gate: Reading Date Gross Net ,~pt:, ~.~ Net Time Time 4N~ Drop ,, PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN '~ FT AND ~i~ FT PERFORMED BY: ~L4.-~ ~z,.-z.~ · I 4~''~--~' CERTIFY THAT THIS TEST WAS PERFORMED IN 72~008 (Rev. 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: DATE PERFORME Township, Range, Section: /"d/~- 1 2 3 4 5 6- 8 9~ 10- 11 13- 14- 15 16 17 18 19 20 WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? SLOPE SITE PLAN Monitoring? ''~ Date: Reading Date Gross Net Depth Net Time Time ~ Drop 2' '~ ,,,/~,-'~ ~' ~" PERCOLATION RATE __ TEST RUN BETWEEN __ COMMENTS (minutes/inch) PERC HOLE DIAMETER ~// PROPERTY OWNER AGREEMENT FOR THE MAINTENANCE OF AN ON-SITE WASTEWATER DISPOSAL SYSTEM This agreement, dated ~-/c/'"~ ~: /G 199~, is made between the Municipality of Anchorage Department of Health and Human Services (DHHS) and the property owner(s) u e .-- (/5 i' /M-.s',, This agreement is made for the purpose of maintaining an on-site wastewater disposal system on the subject property. The property owners agree to th, e following: Submit to the Municipality of Anchorage, on an annual basis, an inspection and operation statement from a registered professional engineer. This inspection and . operation statement shall verify that the engineer has inspected all effluent and air pumps, timers, and alarms, and that any deficiencies have been repaired and that the system is functioning as designed. -~ - f~ r (Signature) (Signature) (Printed Name) (Printed Name) ................................ Notarize Here ...................................... day o f/~,,>//~Z~ , State of ~_~//Lf:~, On this // appeare~fore me, ~f~.;/~/f . .~2~'J~ Z~.//)c. personally who is personally known to me ,J/ whose identity I proved on the basis of / ~,,~ whose identity I provdd on the bath/affirmation , a credible witness to be the signer of the aboy.e document, and he/she acknowledged that he/she signed it. OFFICIAL SEAL STATE OF ALASKA NOTARY PUBLIC DIANE L. JOHNSON My Comm. expires: .'~./f'~./..~.~¢',~ .... /Notfyy Public My commission expires Rick Mystrom, Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 http://www.ci.anchorage.ak.us Dear Homeowner/Prospective Buyer: The on-site wastewater disposal system you are purchasing/installing is an "alternative" wastewater disposal system. This system, known as a "Recirculating/Upflow Filter Septic System", is undergoing teshng within the Municipality of Anchorage under the Alternative System section of the Wastewater Disposal Regulations (AMC 15.65). There are certain risks involved with the ownership of one of these systems: 1. The teclmology used in this system has been shown to be effective in other areas. The system is currently undergoing a two year testing period in Anchorage under the guidance of the Department of Health and Human Services (DHHS) and the State of Alaska Department of Environmental Conservation (ADEC) to determine its effectiveness in a subarctic environment. 2. The system for this property received a vertical separation distance Waiver from both State of Alaska and Anchorage Municipal Codes to ground water. This waiver was granted due to the system's expected performance within the site conditions on this property. I (we) certify that I (we) have read the above statements and am (are) aware of the risks outlined. I (we) also certify that I (~ve) am (are) in the process of purchasing (property legal description): .~(purchaser ~ame) - ~Jrch~ser Signature) (Purchaser Name) (Purchaser Signature) .............. Notarize Here ............................................................. State of On this, · . before :me, ~v//~,'~/~/5/7/~/71 _ person~l/l~ppear ed who is personally known to me __ whose identity I proved on the oath/affirmation /of , a credible witness to be the signer of the above document, and he/she ackhowledged that he[she signed it. OFFICIAL ~AL ,STATE OF ALASKA ~OT^~¥ ~umc DIANE L. JOHNSON ,~ ~o,,,,. ~¢r~,, .~.~..'~./.¢..~ ..... N~%ubiic ,y eommiesion e.,ire BOROUGH STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES DIVISION OF MINING & WATER MGMT LOCAT,ON OP WELL f? if) / O? .7 477:q WATER WELL RECORD MERIDIAN LOCATION/SKETCH: DEPTHS MEASURED FROM:l-']casing top [~Fground surface BOREHOLE DATA: Material Type and Color Depth From To RECE!VEI AUG 3 1 199~ MunicipaNty of Anchorage II CONTRACTOR INFORMATION: WELL OWNER: J Depth of hole: IDepth of casir~g~ DATE OF COMPLETION ft DEPTH TO STATIC WATER LEVEL: '~ ~/' ft below [~ top of casing [] ground surface METHOD OF DRILLING: [] air rotary [] cable tool [] other USE OF WELL: ~]' domestic [] irrigation [] monitor [] public suppl~; [] other CASING STICK-UP: -~-~- ft, Diam: ~<~ in. Casing type: .~'~"~--/~ ~/-') in, to~/~.2 ft WELL INTAKE OPENING TYPE: [] open end [] screened [] perforated ?'~:open hole Depths of openings: to ft SCREEN TYPE: Diam: in. Slot/Mesh Size: Length: ft GRAVEL PACK TYPE: Volume used: Depth to top: GROUT TYPE: Depth: from ft to ft DEVELOPMENT METHOD: Duration: ~ PUMPING LEVEL AND YIELD: ~.z'~--' ft after ~'~ hrs pumping gpm PUMP INTAKE DEPTH: ft Horsepower: W.ELL DISINFECTED UPON COMPLETION? ~ES [] NO REMARKS: ._. , ,/~ - ,//~ _~. Regjste[~d Business Name f ~ Signature of Authorized Respresentative Date PLEASE MAIL WHITE COPY OF LOG TO: DNR/DIVlSION OF MINING & WATER MGMT 3601 C St, Suite 800 ANCHORAGE AK 99503.5935 Phone (907)269-8639, Fax (907)562-1384 A.W, Murfitt Company_ CONSULTING ENGINEERS & TESTING 13810 Venus Way * Anchorage, Alaska 99515 · Telephone (907) 345-2737 · FAX (907) 345-3264 August27,1997 Municipality of Anchorage Department of Health and Human Services On-Site Services Section P.O. Box 196650 Anchorage, AK 99519-6650 ATTENTION: Mr. Dan Roth RECEIVED AUG 2.8 ]997 Municipality of Anchora. Dept. Health & Hurnm~" ge ...... ~er¥ices RE: Soil and Percolation Testing Lot 3, Block 5 Spendlove View Heights Subdivision Mr. Gary Franklin, Mrs. Dorothy Franklin Anchorage, Alaska Our Job 97-295.01 Dear Mr. Roth: Pursuant to our telephone discussion on Tuesday August 26, 1997, please find enclosed a stamped copy of our work to date at this upper hillside lot. The test datum indicate that the near surface soils are not suitable for waste water disposal. I would request that information be included in the file for this property. The properly owners (lot bought at a land auction) have refused to pay our bill for this work, stating that the work was done incorrectly in that the percolation pipe was not slotted over the last 6 inches in the perc zone and that my name and company had numerous complaints at the Better Business Bureau and at the MOA for bad and incorrect work. Specifically the property owner, Mr. Gary Franklin was on site during all the work, as well as my engineering Geologist Mr. Tom Culkin, and the driller and helper from Denali Drilling, Inc. where a hack saw provided by Denali Drilling was used to slot the pipe. The contention that the pipe was not slotted was made approximately 2 months after the work was done and payment past due. I personally did the percolation testing on June 17, 1997 after the water monitoring period and adjusted the percolation pipes (4" PVC in a 6" drilled hole) to allow presoaking of the soil test stratum. The colluvial weathered bedrock (slope wash) soils at this site did not satisfactorily accept the presoaking water. I did a laboratory falling head permeability test on the soil sampled from the borings at the site (soil samples still in our lab) and the result was 10 to the minus 5 centimeters per second or the equivalent of concrete. Whether the pipe was slotted or not, did not have any affect on the outcome of the testing (4" pipe in a 6" hole) as the water easily flows around and out the end of the pipe. My contractors insist that the pipe was slotted. The lot was littered with several sections of 4" pipe, which I presume were left from previous testing at the lot. The property owners said that they pulled the 4" pipe and found it to be not slotted (pipe placed to a depth of 7 feet below ground surface). This indicates that the pipe was loose in the hole and did not impair flow to the soil. We suspect that the property owners changed pipes in our holes. Note surface water contact springs at this site. Page 2. DHHS August 27, 1997 My professional reputation is at stake here, and I will not stand for this slander. There are no complaints at the BBB or have there ever been in 25 years of practice in Anchorage. In addition, I am not aware of any complaints at the MOA on my work. By the way, the amount owed is $800.00 and after all the negative comments made by Mrs. Franklin (instructed to be made by her husband), she offered to pay half the bill. I would appreciate your scrutiny on this property to ensure that it meets the MOA ordinances with regard to on-site wast water disposal. Sincerely, A.W. Murfitt Company Registered Civil Engineer 4977-E ATTACHMENTS: Perc test results, Site Plan, Field drilling report, Correspondence to Franklin. A,W. Murfitt Company_ CONSULTING ENGINEERS & TESTING 13810 Venus Way · Anchorage, Alaska 99515 · Telephone (907) 345-2737 · FAX (907) 345.3264 July 1, 1997 Mr. Gary Franklin 951 Joham Circle Anchorage, AK 99515 RE: Soil Testing For Septic System Lot 3, Block 5 Spendlove View Heights Subdivision Anchorage, Alaska Our Job 97-295.01 RECEIVED AUG 28 1997 Municipality of Anchorage Dept. Health & Human Services Dear Mr. Franklin: Please find attached copies of our soils logs and percolation test results for the referenced property. I have also included a copy of my geologists report and field logs for your information documenting the seven (7) exploratory holes drilled at the site and the work done to date on this project. Unfortunately, subsurface soils are relatively impermeable and are not conducive for a below ground septic water disposal system. This is not an uncommon occurrence for this area of the hillside in Anchorage. We believe, however, that there are other surface mound systems which may be applicable to this site. This can be discussed with the Municipality of Anchorage, Depadment of Health and Human Services. Note that there is a surface contact spring between the two documented soils holes on the site plan and the site is heavily treed with alder bush which tends to mask subtle surficial features. As you stated, your plan is to reroute site drainage to the eastern drainage easement. Please do not hesitate to call if you have any questions or, we can assist you further on your project. Sincerely, A.W. Murfitt Company Registered Civil Engineer 4977-E Attachments: Soils Logs/Percolation Tests 1 and 2, Site Plan, Geologists Report, Field Test Hole Logs. PERFOF1MED FOn:_~, LEGAL DESCRIPTION:[,... 2 3 4 6 7 9 13- 14 15 lg 2O Munlclpnllly ol Anchorage DEPARTMENT OF HEALTH & HUMAN 8OILB LOG -- PEHOOLATION Township, Range, Secllon: SLOPE WAS GROUND WATER ENCOUNTERED? IF YES, ATWHAT Del~lh Io Waler Aller Monllorlno? COMMENTS Reading SITE PLAN D~te Time Net Time Depth to Water PERCOLATION RATE J '~) (mlnules/inch] PERO HOLE DIAMETER TEST RUN BElWEEN ~.S Fl' AND ~,O Fl Net Drop PERFORMED BY: I CERTIFY THAT THIS TEST WA8 PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFEC1 ON THIS DATE, DATE: '"-~"~kl~ 1~% ~O}~ ?2-OOB (Rr, v. 4/85) 825 "L" Street, Anchorage, Alaska 99502-0650 ' ~,' ~,~ Allan W.M.r~n ~ ~ SOILS LOG -- PERCOLATION TEST ~ ~,*, No~4~77rE ,¢~; LEGAL DESCRIPTION: 0~;6~ ~0~0~ ~¢ Township, Range, Section; -- ~~ ~ ~ ~ SLOP~ SITE PLAN 1 4 5 7 8 g 10 11 12 13 t4 15 16 17 10 19 20 PERFORMED BY: Deplh Io Waler Afl~r~ I -- M0"llorlnD? ''' ~'¢ Dale: .~/1~/~1~ , Thne Time Water Drop Reading Data PERCOLATION HAlE .~ ~,~ (mlnules/inch) PERC HOLE DIAMETER ]EST HUN BE]WEEN ~O,S FTAND_~, ~) FT ACCORDANCE WI1H ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE, DATE: ?2-008 (Rev, 4/851 CERIIFY THAT THIS TEST WAS PERFORMED IN / / / / / Lo~ 2 Block 5 0 o ~.opd~,ed '-' ~' Lot _/ E $L Municipality of Anchorage =�r On-Site Water and Wastewater Program su = (907) 343-7904 SA ETY Certificate of On-Site Systems Approval Parcel I.D. 017-401-54 Expiration Date: 117-3o 3o - 17 1. GENERAL INFORMATION: Complete legal description Spendlove View Heights#3;Block 5, Lot 3 Location (site address) 8900 Spendlove Drive *Anchorage, AK 99516 Current Property owner(s) Gary Franklin Day phone 227-9056 Mailing address 8900 Spendlove Drive*Anchorage,AK 99516 Real Estate Agent Glenn Hughton Day phone 244-5559 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex El Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 2 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Individual Water Storage El Holding Tank ❑ Community Class Well ❑ Community El Public Water System ❑ Public Sewer El WaiverNariance request for: Distance:7 A 1/i 7 Received by: Date: COSA to be released to the engineer,unless otherwise requested by the engineer. COSA Fee $ Waiver Fee $ Date of Payment '� la(4711 1 Date of Payment Receipt Number 65gV1 61 Receipt Number COSA# 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. Name of Firm: Garness Engineering Group, Ltd LGEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101-Anchorage, Alaska 99507 r l Engineer's Printed Name: Jeffrey A. Garness Date: QQ�000p � In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system o OF ,q % in accordance with the guidelines and regulations established by the Municipality of Anchorage and � ........ �ji01)industry practices. The reported results describe the condition of the system/s on the date/s of the ' .• T, 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 (/ Y: LI- •7 VD and septic systems depend upon a variety of variables, including but not limited to, soil conditions, 0' 'r.' I groundwater levels (that may fluctuate during the year), quality of construction (materials and _ 4 J( ,4 workmanship),and the water usage of the family utilizing the system/s. These conditions can vary,and .. r a le f f y A. r-erss. system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of V0 • J rcE 795 •.• vQ� the well or septic system. GEG makes no representation whether an alternative well or septic system Q c Q 9 / 7 can be installed on the property in the event either of the current systems fail to perform adequately in �4 fPA' ' J J •S yo the future. The content of this report is for the sole benefit of the person/party that retained GEG to �AN,40p Pr 0 f e s510(' perform the evaluation. Reliance upon the information provided in this report by any other person or oo�a party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. #AECC884 6. DSD SIGNATURE System #1 Approved for - -- bedrooms System #2 Approved for bedrooms ;y\( OF A/ Disapproved �,� C Conditional approval for bedrooms, with the folio.n st0N SiTE �' r WASTEWATER n. PROGRAM c.. �.. e„_,—„, • Original Certificate Date: .7-3 i ^r7 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 Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue shee[_10.10-12.doc If more than 1 septic system is on the lot: COSA Checklist # of Structure served by this system Certificate of On-Site Systems Approval Checklist Legal Description: Spendlove View Heights #3; Block 5, Lot 3 Parcel ID: 017-401-54 *To Bedrock **Well is bedrock at 14 feet, static liquid level may not be accurate. Ran out of water after pumping 186 gallons and then did drawdown recovery tests over next 226 A. WELL DATA minutes and produced an additional 234 gallons, final recovery was 0.73 GPM. Well type Private If A, B, or C provide PWSID# N/A Well Log (Y/N) Yes Date completed 8/6/1998 Sanitary seal (YIN) Yes Wires properly protected (YIN) Yes Total depth 345 ft. Cased to *20 ft. Casing height (above ground) 18+ in. FROM WELL LOG AT INSPECTION Date of test 8/6/1998 6/26/2017 Static water level 34 ft. **19.5 ft. Well production 2 g.p.m. 0.73 g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate ND mg./L. Collected by: GEO. Ltd. Arsenic: ND<5 ug./L. Date of sample: 6/21 /2017 B. SEPTIC/HOLDING TANK DATA *Per A+ Home Services maintenance log (attached) Tank Type/Material STEP/Steel Date installed 7/31/1999 Tank size 1500 gal. Number of Compartments 2 Cleanouts (YIN) Yes Foundation cleanout (Y/N) Yes Depression over tank (Y/N) No High water alarm (Y/N) *Yes Date of pumping 6/20/2017 Pumper A+ Home Services C. ABSORPTION FIELD DATA *Below Existing Grade Date installed 7/31/1999 Soil rating (g.p.d./ft'or t'/bdrm 3.0 System type Shallow Trench Length 40 ft. Width 5 ft. Gravel below pipe 0.5 ft. Total depth *3.9+ ft. Eff. absorption area 200 ft` Monitoring tube Yes Depression over field No Date of adequacy test 6/21/2017 Results (Pass/Fail) Pass For 2 bedrooms Fluid depth in absorption field before test 0 in. Water added 319 gal. New depth 0 in. Elapsed Time: 0 min. Final fluid depth 0 in. Absorption rate >= 300+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N &type) None Known If yes, give date — Per the owner (Gary Franklin), the home was vacant for approximately one month prior to testing; therefore, a 2,000 gallon pre—soak was not required. • *Second compartment of 1500 gallon STEP tank. D. LIFT STATION **See A+ Home Services Maintenance Log (attached) Date installed 7/31/1999 Size in gallons *500 Manhole/Access (Y/N) Yes "Pump on" level at ** in. "Pump off" level at ** in. High water alarm level at ** in. Datum ** Cycles tested ** Meets alarm & circuit requirements? ** E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent lots 100'+ Public sewer main 75'+ Public sewer manhole/cleanout 100'+ Sewer/septic service line 25'+ Holding tank 75'+ Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ 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 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain None Known Wells on adjacent lots 100'+ F. COMMENTS oo65JOp,,;�Q G. ENGINEER'S CERTIFICATION All OF • ' "�ShO c P ' + •.' -00 I certify that I have determined through field inspections and 0% :' 4•I,1 nig r 1,00 review of Municipal records that the above systems are in � .""' "' ' conformance with MOA COSA guidelines in effect on this Q Q date. O� •.J r y A. • = =ss•: Engineer's Print d Name JEFFREY A. GARNESS 41/3 CE 79 ep0 yewDate PO— � ooa �4� � 'r4.0\''',g?eseio�4 #AECC884 (Rev. 11/05) • • Municipality of Anchorage ti U Development Services Department >i5.. :aril Building Safety Division SA T On-Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Water Well Advisory Certificate of On-Site Systems Approval (COSA) # OSC171314 During a recent COSA on-site inspection and test of the potable water supply well on Block 5, Lot 3 of Spendlove View #3 subdivision, the well's productivity was determined to be .73 gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a 2-bedroom residence is .21 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 Certificate of On- Site Systems Approval. ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this 21 Day of .1;#/ill of 20/7 by and between t/ #4444147.11 AtM I/1 g-s herein the"OWNER,"and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein,the parties to this Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as R located at(legal description). 2. Definitions. Alteration. Any change to the design or function of an AWWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On-Site Systems Approval (COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit. An On-Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations, Installation and Removal of Additional Equipment. Prior to performing any alterations to an AWWTS, the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement,the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any renewals thereof, at the owner's sole expense,to pay for any and all: (1) repair(s), (2)maintenance, (3)adjustment(s), (4)replacement costs, and(5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws,regulations, rules and orders for the AWWTS. C. Upon request by the Municipality,the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to'grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. PPIP1117 H. 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. 6. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties,with the same formality that this Maintenance and Repair Agreement was executed with,and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement,the only authorized representatives of the parties are: a. Owner: �t C� ,u - * A /� • /3-1 l p b. Municipality: Director, Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair 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 Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. OWNER. By: ►£ (signature) Date:j /J (print name) STATE OF ALASKA ) ss. THIRD JUDICIAL DISTRICT ) 21st The foregoing instrument was acknowledged before me this day of 2011, by Eric. L. 4- Mec er L, Curnour iilmo,,t�� gi NO ARY PUBLIC'' A K w:q :'4th _o I My ommission ex pin.t *54 .0% ti tfSST .. MUNICIPALITY: / I �t (signature) Date: / _ (7_ (print name) Title: Municipality of AnchoraGe Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 Elmore Road P.O, Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 0 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 017-401-54 1. GENERAL INFORMATION COSA# ~ '~" Expiration Date: fl-15--II Complete legal description SPENDLOVE VIEW HEIGHTS #3, BLOCK 5, LOT ,:5 Location (site address) 8900 SPENDLOVE DRIVE *ANCHORAGE, AK 99516 Current Property owner(s) GARY & DOROTHY FRANKLIN Day phone C/O AGENT Mailing address 8900 SPENDLOVE DRIVE *ANCHORAGE, AK 99516 Lending agency Day phone Mailing address Real Estate Agent REBECCA MCINNIS W/ KELLER WILLIAMS Day phone 250-5959 : ", ,,M'ailiogaddress 101 W. BENSON BLVD. SUITE 50,3 Uhless';othetwi.g~:requested, COSA will be held by DSD for pickop. 2..NUMBER OF BEDROOMS: 4 *ANCHORAGE, AK 99503 3. 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. STATE,r¢,ENT OF INSPECT!ON ~.v ENGINEER As certified by my seal affixed hereto and as of the validation date shown below; I verify that my invest~ation, based on procedures outlined in the Certificate of Qn-Site Systems Approval Guideiines for this application, shows ~,,o.~ ~h~ on-s~te water supply and/or ..... ' ..... ,~ ~o~,~t system i~ (are) ~f~, functional and ~_dequate for the number of bedrooms and type of structure indicated herein. I fuR,tier verify that based on the information obtained fi'om the Munic/psfity 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 GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179 Address 5701 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 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 daft 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 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 whatsoever. . :..;.~ ,, .... ~ ~, ,.;. ..... DSO SIGNATURE ~.~=.~ o. oo, ~: ON-SITE ;'~.~ ~ Approved for ~ bedrooms~ ~, , ~ATERANI3 · m Disapproved~ ~ ; WASTEWATER : '.: ..... ~ _', PROGRAM .' Conditional approval for bedrooms, with the following supu)auons: .~, ~ ,, o, ...~,' By:_ COSA Checklist Septic System Advisory Well Flow Advisory r~lu ~,~ ,~,dv~ol y Arsenic AdvisoFy Maintenance Agreements SupPlemental Engineer's Report Other ~)~ Original Certificate Date: (Rev, 11/05) '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 Legal Description: SPENDLOVE VIEW WELL DATA Well type PRIVATE Date completed 8/6/98 Total depth 345 .ft. HEIGHTS#3, BLOCK *TO BEDROCK If A, B, or C provide PWSID# N/A Sanitary seal (Y/N) YES Cased to *20 ft. FROM WELL LOG Date of test 8/6/98 Static water level 54 .ft. Well production 2 g.p.m. WATER SAMPLE RESULTS: Coliform 0 colOnies/lO0 mi. -~ Arsenic: j~v! 0 ug./L. B, SEPTIC/HOLDING TANK DATA Tank Type/Material STEP/STEEL Tank size 1500 gal. Number of Compartments C= APPROVAL 5, LOT 3 CHECKLIST Parcel ID: 017-401-54 Well Log (Y/N) Wires. properly protected (Y/N) Casing height (above ground) AT INSPECTION 10/7/2010 211 ,ff. 0.70 g.p.m. po %--~-- NitrateO. I L)~ mg./L. Other bacteria Date of sample: 5/11/2011 Collected by: ADVANTEX SYSTEM Date installed 2 Cleanouts (Y/N) YES YES 24+ in. __ colonies/100 mi. GEG Ltd. 7/31/1999 YES .Foundation cleanout (Y/N) YES Date of pumping 10/8/10 ABSORPTION FIELD DATA Date installed 7/31/1999 Length 40 ft. Depression over tank (Y/N) NO High water alarm (y/N) Pumper, A+ HOME SERVICES YES I'BELOW EXISTING GRADEI Soil rating (g.p.d./ft2o~, 3.0 Width 5 ft. System type SHALLOW TRENCH Gravel below pipe 0.5 ft. Total depth *4.25 ft. Eft. absorption area 200 ft2 Monitoring tube YES Date of adequacy test 10/7/2010 Results (Pass/Fail) PASS Fluid depth in absorption field before test DRY in. Water added 720 gal. Elapsed Time: 0 min. Final fluid depth DRY in. Absorption rate >= Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN Depression over field NO For 4 bedrooms New depth DRY in. 600+ g.p.d. If yes, give date - LIFT STATION *SEE A+ MAINTENANCE REPORT Date installed 7/31/1999 Size in gallons 1500 "Pump on" level atTIMER in. "Pump off" level atTIMER in. Datum Bo'FrOM OF TANK Cycles tested * E. SEPARATION DISTANCES 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'+ Manhole/Access (Y/N) YES High water alarm level at 46 Meets alarm & circuit requirements? YES in. 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 Water service line Curtain drain NONE COMMENTS 10'+ 10'+ KNOWN Building foundation 10'+ Surface water 100'+ Wells on adjacent lots 100'+ 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 re.COrds that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS Date · COSA Fee $ Date of Payment Receipt Number (Rev. 11/05) Waiver Fee $ Date of Payment Receipt Number SGS Reft# 1111617001 Client Name Garness Engineering Group, Ltd Printed Date/Time 05/11/2011 9:28 Project Name/# Spendlove View Hts #3 B5, L3 Collected Date/Time 04/29/2011 11:00 Client Sample ID Spendlove View Hts #3 B5, L3 Received Date/Time 04/29/201 l 16:48 Matrix Drinking Water Technical Director Stephen C. Ede PWSID 0 Sample Remarks: Allowable Prep Analysis Parameter Results LOQ Units Method Container ID Limits Date Date Init Metals by ICP/MS Arsenic ND 5.00 ug/L EP200.8 C (<10) 05/02/11 05/09/11 NRB Waters Department Total Nitrate/'Nitrite-N 0.108 0.100 mg/L SM20 4500NO3-F B (<10) 05/03/11 AYC Microbiology Laboratory E. Coil Negative 1 100mL SM20 9223B A 04/29/11 DLC Total Coliform Nee. ative 1 100mL SM20 9223B A 04/29/11 DLC 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 'L.--" / CERTIFICATE OF ON-SITE SYSTEHS APPROVAL FOR A SINGLE FAHILY DWELLING Parcel I.D. 017-401-54 1. GENERAL INFORMATION COSA# (~?~-'~ C Expiration Date: Complete legal description Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address ..Real Est~ate Agent Mailing address }- SPENDLOVE VIEW HEIGHTS #5, BLOCK 5, LOT 3 8900 SPENDLOVE DRIVE *ANCHORAGE, AK 99516 GARY & DOROTHY FRANKLIN Day phone C/O AGENT 8900 SPENDLOVE DRIVE *ANCHORAGE~ AK 99516 Day phone REBECCA MCINNIS W/ KELLER WILLIAMS Day phone 250-5959 101 W. BENSON BLVD. SUITE 505 *ANCHORAGE, AK 99503 Unless otherwise requested, COSA will be held by DSD for pickup. 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 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 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 Municipalify 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. Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer!s Printed Name JEFFREY A. GARNESS, P.E. Phone 337-6179 Date [~/1~//~ Engineer's Comments: In conducting this evaluation, GEG, LtD. attempted to provide a thorough, conscientiousengineeringanalysisofthesysteminaccordancewithADECandMOA ~~/) 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, groundwater levels that may ........ '.... 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 . s;.:~ · there are no hidden defects or encroachments. GEG, LTD. can therefore notprovide any warranty or future estimate of how long ,he system wi#continue tomeetthe'~%~'~-v'"' /'~'1~{~'''~''~-7~'~'i~'" "...].b/,Cj:/_ ~....j"?~?. ,'e/' 'l/O/,¢j-.ffJ'O...~.~ operational requirements of the ADEC or MOA DSD. The content of this report is for '~ r the' sole benefit of the owner listed above. Any reliance upon or use of this report by any . o f DSD SIGNATURE ~'_~: ON-SITE I Approved for bedrooms. '"~' WATER AND - = Disapproved. · PROGRAM · ..... · Conditional approval for bedrooms, with the following stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory (Rev. 11/05) Arsenic AdVisory Maintenance Agreements Supplemental Engineer's Report Qther Original Certificate Date: www:..mu~'.onyonsite (9o7 :34,3,79o4, S¥STEHS. APPROVA:L ,CHECKLIST Le~aiJD,eS~n:' "j:.S~EN:OtSOVE'-VtE~;i,'~!E~, 'H~S#3,, BLOCK 5,': ;LOT' 3 A;":~Ei;D'A~TA *TO BEDEOC K ~J'J;:J[yJ:~";~ATE J~f A,' B;'riOi~;Cptevide PWSID# N/A' ~'to *20 ~: 34. W~tl~tien 2 g.p.m. AT INSPECTfON 10/7/2010 21.1. · Nitmle' I~t D' mg;tL ~.,~.ate:'OfsamPie~ 1'e/?/20:10 CofleCted~b¥: ADYANTEX SYSTEM GE(; .'Ltd,. 'Dateinstat~ed . ' . '7,./31/19;9:9 YES~- 3.,0 Syste, m.~, :~].LOW Gravei~0w~e 0.5 , ff. Total;dept~... ~.25, ,ff. -.Eft..~n. a~ea 200 MO~it~inG.tube~ YES D~ssie'n..over field. N0 .~.'Of~y'~t :i0(7:/z~-:10 ReSUlts (Pass/Fail)...PASS For ~ ,bedrooms '' r:Fla,d' ~p~b :~. ab~i~:.seldj'..~fere test DRY. in. Water 'added 7'20' gal ~. depth DRY in. . i:Et~Time: '. O ~. .final fluid .~pth DRY in: abserptienrate >~-~;:': ;600+ g,p.d. : A~Y re~~n.~~.{Pa~ 1;2~:). ~IN & ~e) ' ' NGNE K~IO:..WN . If'yes, ~ date' ' - D: UFT STATION Dare, installed 7/3i / 1999 ""Pump on" level atTaR in.. 'Datum BOTTOM. :0F TAN'K E. 'SEPAEAT~',DIST~ES *SEE A+ MA~TENANOE' RE~ORT Size in g~,tDns .. ,1500. .PUmp~off" ,level atTIMER i:n.: Cyc~s t~t~ * SEPARATIONDISTANCES 'FROM WELL ON. LoT TO: Septic tant~ff.station on, let Abs0rpt[on:field on.jot- Pablicsewer main sewer/septi:c Servieetline Anima~,~,con~men{ areas · O0, N/A, ,50'+ Manhole/Access (Y/N} YES,., ~ High water,alarm :level at 4:6, Meets alarm & circuit requirements? YES in, On adjacent, lOts. 1:O~~+ on, adjacent ;tots 100~'+ Public sewer manhOle/cieam)et Holding 'tank N/A 100,+ B~Et{ng four, clarion 5'+. Pmperty..:tine 5'+ Wate~ main.. N/A 'Water service line 10'+:; 'w'e~ls on, adjacent lots lOOf+ SEPA~TION' DISTANOEFROM Ati~$ORPTION FIELD ON LOT TO: Preperbj line tO'+ ..water'serv~ine 10'+ Curtain drain N~EI KNOWN F. COMMENTS, Abso .rptr ion field:. .BUildir~g l~ou'ndation 10% . Water main !N/A Sugace water ~ 100'+ Driveway., par~tdng/vehicte..,storage,' 10"+ Wells onadja'cent:lots 100'+ / certifythat~ha~e dete~d~: fie!dJn~ctiOnsand date: Eng~er's Pr~ted,~e COSA ,Fee ,$" ('/¢ ¢ Receipt Number . ~'~/~'~! ~ J'EFF~EY A., GARNESS Waiver Fee $ Date of P,ayment, Receipt Number Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Water Well Advisory Certificate of On-Site Systems Approval (COSA) # 101340 During a recent COSA on-site inspection and test of the potable water supply well on Block 5, Lot 3 of Spendlove View Heights #3 subdivision, the well's productivity was determined to be 0.70 gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a 4-bedroom residence is 0.41 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 Certificate of On- Site Systems Approval. Municipality of Anchorage Community Development Department Development Services Division On-Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 Arsenic Advisory Certificate of On-Site Systems Approval # 101340 A Certificate of On-Site Systems Approval inspection and test of potable water was recently conducted on the well water supply on Block 5, Lot 3 of Spendlove View Heights #3 Subdivision. This inspection revealed an arsenic concentration of 12.0 micrograms per liter (ug/L) for the property's well water sample. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 ug/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Information on arsenic is available from the On-Site Water and Wastewater Program website (www.muni.org/onsite) or at 343-7904. This advisory must be attached to all copies of the subject Certificate of On- Site Systems Approval. SGS ReL# 1105428001 Client Name Garness Engineering Group, Ltd Printed Date/Time 10/13/2010 12:28 Project Name/# Spendlove View Hts #3 BS,L3 .Collected Date/Time 10/07/2010 14:00 Client Sample ID Spendlove View Hts #3 B5,L3 Received Date/Time 10/07/2010 14:30 Matrix Drinking Water Technical Director Stel~hen C. Ede Sample Remarks: Allowable Prep Analysis Parameter Results LOQ Units Method Container ID Limits Date Date Init Metals by ICP/MS Arsenic 12.0 '~ 5.00 ug/L EP200.8 C (<10) 10/08/10 10/12/10 NRB Waters Department TotalNitrate/Nitrite-N ND 0.I00 mg/L SM20 4500NO3-F B (<I0) 10/08/10 AYC Microbiology Laboratory E. Coli Negative 1 100mL SM20 9223B A 10/07/10 DLC Total Coliform Negative 1 100mL SM20 9223B A 10/07/I 0 DLC 07/25/2002 14:05 9872674243 AK COHPUTER ]~OKERS PAC-~ 02/~2 ...... /. , "' Lot2 ~ Lot 3 10' UtL tot.m~t [/ : NBe~7'~'E (M) ~65.e3' (u) ': ~11111' Bound~y " ' ' I j Bugdlnge SURVEYOR'S' CERTIFICAE !~J/ /~'~41~ regmterog and I~.[.tq pr~cT~. ~ ~ ~t~/~ /~ _ ~ I~d. ,u~ng k ~o ~ta~ or ~a~ ~.....~~-...~ ....... ~ ' R~ar and ~at ~b plot pre,tn · ,~y ~ ///~ ~~ ..... made by mo ~ und~ my dlrooT and oth~ 'ooTono are oo~eoT ~ ay ~'~% ........ Aorg 2~ 2~I. ~%. NO. ~ NZUD ..~ NOTES e.'~*,. .- ~ 1. Dote of Su~e~ 4/~/2001. · v4~ .......p.- ~ ~ Ref. ~eld Boo~ 01-01 Pg.01 ~IS ORA,NG IS NOT TO 9EUSEDF~ , ~ ~, 3. R.f. PIQ~ '-224 ~E ~USHING ~ B~NDARI~ ~ e S ~E C~S~UC~ON OF ~ all~~ Ae-BuiE ADU Lend Surveys'. ~ ~k~ Lot 3' BI~ 5 P.O. Box 19076B. Anahorage. Alaeko 09519 Sp~ove ~ew Helgh~ ~ ~bdlvl,l~ (gO7) 243--~78g ~ NHN ~dlova DHva 4/25/2001' Mlnlah , ~ 'mA~ '~' ,, __.~ ~ ~ Ga~ Frankl~ .... 95036 95036A I 10/29/2010 A+ 7501 E. 140th Avenue CUSTOMER INVOICE # PAGE 81 39092 Block Lot DATE DESCRIPTION AMOUNT ....... , , , i,~,,~: TOTAL _ ~ Gallons ~ Septic ~ Leach Area ~ Holding Tank ~ St~dpipe= ~ Time ~ PROBLEM AR~ ~ OALL FOR MORE INFORMATION ~ NEEDS TO BE DONE AGAIN IN 6 MONTHS ~ Good Shape ~ Sludge buildup on bo~om ~ FIoateron top ~ Jim cap missin~ or ~ Cut standpipe to 1' above ground ~ Needs Sopti~Hne needs mplaoing 10/29/2010 13~ 86@6??0 ~PLU$ P~G£ 02 A+ Home Services, Inc. Insr)eotions Tank Type: ...... :..i ............................. Address: 85t0~/.~P.~,n&l.~.-t..e... .............. ........ . .......... i ............ __' Phone Number: Inspection Timer S ett ing.~_2._(./4_ _.Z Air Flow Elapsed Time //'2L~q~ Event Counter Date & Time ADVANCED WASTEWATER T~ATMENT SYSTEM MAINTENANCE ,REP~SA~R AGREEMENT MEMORANDUIVI OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE THIS MEMORANDUM OF LrNDERSTANDING made ~md entered into as of this oa.¥ or_O..Oabc r of 20 t O, by and between ~_~..l~g~ herein the "OWNER," and the Municipality of Anchorage, herein the ~~L~---~ti2t "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1~ ADVANCED ~STE. WATER TREATMENT SYSTEMS. Municipality grants permission to Owmer to utili~ and operate an Advanced Wastewater Treatment System (AWWTS), described as ~ r~t.a:t ~.~,,~C.X located ....... Anchorage, Alaska. 2. Definitions. A. Alteration, Any =change to the design or ffmction of an AWWTS that Includes the installation or removal of an}, parts, components or pieces not included in the original =construclion permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastcwater Dispo~[ System Construction Permit from the Mtmicipatity pursuant to Anchorage Municipal Code (hereinafter, "AMC'") 15.65. P,. Certificate ~f On-Site Systems Approval. An approval by the MunicipaliV of existing water and wastewater disposal systems given at the time of property sale and title trm~sfer in accordance witlh AMC 15.65~ These approvals certi~ that the systems arc adequate ~r the homes that they support and meet the codes that were in place at the time of system construction. C. Damage. Any man-made or natural change ia a system that would inhibit the system from performing .as designed. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. E. Permit (Construction) An On-Site Wastewater Disposal Syslcm Construction Permit as defined by AMC 15.65. F. Pemit (Operating) An Advanced Wastewa~r Treatment System Operating Permit. An annual permit:, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On-SiteWasteww~er, System Construction Permil and .ail relevant provisions of AMC 15.65 3. Fee...._=, Owner shah pa}" to Municipalily an annual fee of t~t ($ ('~ _.00), payable on or before the issuance of the operating pemfit and annually thereaher. The annual fee is due on or bcforc the anniversao, date of the approval by the Municipality of instal led system, 4, Ter~.. The term of this Memorandum oF Under:standing shall bo tbr the lire of the .A W C/TS, The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational c3r until the properly is sold or lille is transferred by owner and a new certificate of'On-Site approval the new owner or trans52rec o1' thc property. 5. Alterati_on~, !~tallatlon and Removal of Additiona!Etmi~e0t. Owner agrees not to make any alterations, rcnnoval of parts or additions to the AWWI$ wilhoul a Construction Permit from the Municipality. 6. Maintenance and Relmirs, A. Throughout the term o£this 'Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Ov~mer during the term of this Memorandum of Understanding, and an3,' extensions or mne. wals thereof., at the o,~mer~s sole expense, to pay for any and all: (1) repair(s), (2) maintenance. (3) a{iustmem(s), (4) replacement costs, and (5) inspection costs. Further, Ox;met agrees to comply will all applicable ordinance, iaws, rcgulations~ rules and orders For the AWWTS. B. Owner agrees to provide the Municipality a ~xitten schedule of murine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of thc permit. The schedule of maintenance and repair contained in the O'wncr's AWWTS C. Owner acknowledges that the linc schedule for' failing to maintain aM repair an AWWTS are codified in AMC D. Owner agrees chat only maint.cnance, repair personnel certified by tt~e Municipalily will inspect and make any necessary maintenance, repairs or pem~itted alterations to the system. E. Owner agrees to grant the Municipality' reasonable access to test and inspect the AW WTS upon 24 hours written notice,. F. Owner agrec~ that any sake er transfer of title o£the property wil! not occur without a new Certificate of On-Site Systems Approval. G. Owner agrees ~,hat the relevant provisions of the stand~d specification guidebook for AWWTS is the governing .professional guidelines [or the construction, maintenance and repair of the Owner's AWWTS, 7. l~'onwai,'er. The failure of either party at any time to entbrce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way efl~¢ct the validity of the Memorandum ~f Understanding or any part hereo[ or the right of such party thereafter to enfbme each and every provision hereof. 8. Amendment; A. This Memorandum of Understanding shall only be amended, modified or changed by a ;~viting, executed by authorized representatives of the parties, w'ith the same tb~maliry of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment, B. For thc purposc:s el~ an5' amendment modification or change tt> thc tcmxs and conditions of this co:ntract.~ the .only authorized representatives of the parties are: .Anchorage: Purchasing Officer C. Any attempt to amend, :modify? or chtmge this contract by either an unaufhorized representative or unauthorized means shall be void. 9. ,lufisdiction: Choice of Law, Any civil action arising from this Memorandum of Understanding 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 Ihe rights and obligations of thc parties under this Memorandum of Understanding, 10. Severability,, Any provisions of'this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Mem0~~g, OWNER: ~ Title: Date: Date: STATE OF ALASKA ) ) SS, Tt IIRD JUDICIAL DISTRICT ) The _foregoing in~tumcnt was ackno;~ledged before MLrNICIPAI.,ITY: NOTARY PUBLIC FOR.,,..~, ,.,...ALASKA My Commission expires: Geoloflical Services 5640 Rabbit Creek Road, Anchorage, Alaska (907) 345-2364 99516 June 12, 1997 Mr. Allan Murfitt A.W. Murfitt Company 13810 Venus Way Anchorage, Alaska 99515 Re: Franklin Septic, AWM 97-295.01 Allan, The following is a brief report concerning the drilling work on the above-referenced project. Field Activities The boreholes were drilled with a CME 45 supplied by Denali Drilling using 6" hollow stem augers. The drill arrived at the site offupper DeArmoun Road at 11:00 AM on June 6. The first borehole was completed at a depth of 10.5 feet and piezometer PVC was installed. The next two boreholes resulted in auger refusal at a depth of 3 feet. TH 4 was completed at 4 feet and 4" PVC for percolation testing was installed. Three boreholes were drilled on June 9. The first encountered shallow water. The second was completed at 15 feet with piezometer PVC installed to 14.6 feet. The percolation test hole was drilled to 7.25 feet and PVC installed to 7 feet. Site Conditions The boreholes in the western portion of the site (TH 1 through 4) showed approximately one foot of Slit (ML) above a Sandy Gravel (GP-GM) with numerous Cobbles. The gravel interval is quite dense and the number of cobbies made for rough drilling. Water was encountered at 9.5 feet and bedrock at 10 feet. The interval from 6 feet to 6.5 feet was fine-grained and very dense, presenting a possible impermeable layer. Boreholes TH 6 and TH 7 again showed about one foot of Silt (ML) over Sandy Gravel (GP- GM). While the number of cobbles was slightly less than in the earlier boreholes, the material was still very dense and the drilling slow. A possible impermeable layer was present from 5 feet to 6.5 feet. Bedrock and water were not encountered. Franklin Septic -AWM 97-295.01 June 12, 1997 Page 2 of 2 Geological Services Please find attached copies of the borehole logs and my field diary, Daily drilling reports were not provided by Denali, Thank you for the opportunity to work with you on this project. If you have any questions please contact me, Sh~cerely, Thomas J. Culkin -! / Existing Well _ ® Lot 2 Proposed Well Block 5 45,6' Proposed House Proposed 85,0' Driveway Proposed I Proposed Absorption Field I Septic I Tank Lot 3 ~3_?~ 10' UIiI, Easement N89'57'53"E (kl) SURVEYOR'S CERTIFICATE ff c°~ffr .,,,.~: ,hereby certify thor I om properly ff~ zl~.~t~.v./~ registered and licensed to practice ~~.i~ land surve~ng In the State of Alaska end that this plat presents o survey mode by me or under my direct supervision end [hat ~11 dimensions end other details ore correct as o[ oeo. ~o, m95. "~2~ LS 8205 3tie ~S~ABLISHING OF BOUNDARIES OR .~~ ~HE CONSTRUCTION OF FENCES. Lot 4 20'x65' Drolnage [ Easement 165.83' (u) Boundary Line Other Boundary Lines ~ Buildings Driveways Easements e Found 5/8" Rebor NOTES 1. Date of Survey:, Dec, 23 & 30, 1995, 2. Reference Field Book: 95-02 Pge. 8-11. 3, Reference Plot: 83-224 &Orid Map 2841, 4. Vertical Control based on assumed 100.0' at N.W. corner Lot 3. Plot Plan Lot 3, Block 5 Spendlove View Heights Addition 3 Anchoroqe, Alaska NHN Spendlove Drive Gary Franklin ADM Land Surveys P.O, Box 190768, Anchorage, Alaska 99519 (907) 243-4789 1/13/96 Mlnlsh Mlnlsh 1"-50' 95036 95036 I ~r 1 9