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HomeMy WebLinkAboutVALLI VUE ESTATES #2 BLK 1 LT 39Va lli Vue Estates #2 Lot 39 Block 1 #015-341-02 Municipality of Anchorage Page DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: ~bO '~'~O~hL~ PID Number: O Name: ..j~o(3~_~C~ ~ ~[~ Wastewater System: ~ New ~Upgrade ~oso~ ~A~T~ ~, ~ ABSORPTION FIELD Phone: ~ Deep Trench ~ Shallow Trench ~ Bed ~ Mound ~ther LEGAL DESCRIPTION so,, Rating: O. ~ GPD/Sq. Ft. ~ Total Depth from[~originall grade: Township: ~ Range: ~ Section: Fill added above original grade: Gravel length: WELL: do~o.~ New ~ Upgrade / Gravelwidth: j N.~b~ro, lines: J oi,,..c~b~,.~nlines: Yield: Casing Height Above Ground:TAN K SEPARATION DISTANCES ~ s.,tic ~ Ho~.~ ~.~.~.,. Well- ~¢1+ ~OO~ ~oO~ ~ ~ Materiah ~ ~ Number of CompaHments: S.rf~e ~Oo'+ ¢oo~ ~Oo~¢ ~ LIFT STATION Remarks: ~)%~/~ %~/~1c SyS~ BENCH MARK EN~L~ SEAL Eagle River, Alaska 995~ 2nd b - / - q~ ..... ~ 1~ .............. RO8ERT C Department of He uman Services approval ' ' ' "''~' Reviewed and approved by: Date: ~-¢ ~ '*~- ..... 72-013 (Rev, 9/91 ) MOA 25 Permit .No. SW940416 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report LOT 59, BLOCK 1, VALLI VUE EST. #2 01554102 Legal Description: PID No.: ST1 ST~ NEW 1250 GA~ S.T.E,P, SYSTEM GRADE 104.2 MT1 16.3' · ,98.3' NO WATER FOUND i J~T~J iST1 ~ ~T11125'll 31 '1 iST2144'[11' Ii ~T21120'Il 11 'J iMH 146'll 2' j SCALE i" = 40'~ 72-013 A (1/93) ' · . ' DO NO~ ~HDUR t~l~ NOIICE ' MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT NUMBER:SW940416 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:BIGGER JAMES ROGER & OWNER ADDRESS:10305 MAIN TREE DR ANCHORAGE, ALASKA 99516 PAGE 1 OF ~',L~ PERMIT DATE ISSUED: 10/28/94 EXPIP~ATION DATE: 10/28/95 PARCEL ID:01534102 LEGAL DESCRIPTION: VALLI VUE ESTATES #2 BLK 1 L T 39 LOT SIZE: 20728 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK 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) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER 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. SPECIAL PROVISIONS DATE: ROBERT SHAFER, P.E. ROGER SHAFER, P.E. October 12, 1994 CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 HEALTH AUTHORITY AP,°ROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL & ,MECHANICAL INSPECTIONS MUNICIPALITY OF ANCHORAGE Department of Health and H~man S~rvic~s P.O. Box 196650 Anchorage, AK 99519 REFERENCE: Lot 39; Block I; Va~ Vu¢ Estates Attached is the proposed upgrade d~sign. This property is s~rviced b9 a Commu~y Water System. We do not anticipate any adverse effect6 on n~ighboring prop~u~i~s by the installation of the proposed septic system. There are no protective w~l radii which encroach upon the property. If .you have any questions, or require additional information for your revrew, pl~as~ contact us. ROBERT C. COWAN, P.E. RCC/gk ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER, ALASKA 99577 " I I "" = 50' UPGRADE SCALE © _~MA_N~R_E E DRIVE_g:. ?o rq <42 ~,°~ o~O~ o~ z~ >~_o -<~ ROBERT SHAFER, P.E. ROGER SHAFER, P.E. ON-SITE OlASTE~ATEI~ '~ISPOSAL SVSTEU CONSTI~UCTION FF, ACTICE$ MATERIAL SPECIFICATIO~L~ CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SO]L TEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS I~EFEEENCE= Lot. $9; 8,¢.oclz 1; V~¢.,~. Vu.e E~ GENERAL= The scope of this project includes the installation of a 1250 gallon septic tank effluent pumping {S.T.E.P.) system and a pressurized absorption trench to serve the three bedroom r~sidence located on the referenced property. The existing septic tank ~ to be excavated, pumped, crushed, and abandoned in place. Al~o the existing leachfi~ld is to be abandoned in place. Oonst~uction shall be in accordance with the approved site plan and d~sign drawings, Municipal p~rmit with any special provisions or conditions, and all app~cable State and Municipal Wastewater Disposal Regula~ons. 3. The contractor shall be responsi§le for obtaining any necessary underground ut~y locates. Unl~s specifically agreed otherwise, the property owner shall be responsible for fin~ grading ar~as subsequently depressed from soil s~ng. On all leachfi~d mound systems, the property owner sh~ be responsible for ensuring a satisfactory vegetation growth over the mounded area. Contractors insta~ing wast~ater d~posal systems must certified by the Municipal Health Depar~ent for system installations. Owners installing their own systems must receive prior approval from the Municipal Health Department. I. A s~ptic tank ~ to be constructed by a certified septic tank manuf, ac~er. ¢onstruc~on shatl include two 4" cleanouts for pumprng access. 2. The septic tank shall be sufficiently bedded to prevent s~tt~ng or shifting of the tank. $. All standpipes on the septic tank shall extend a minimum of 12 inches above fina~ grade. ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP ' SUITE 204 · EAGLE RIVER, ALASKA 99577 Page Two Lot $9; Block I; Va2~ Vue Estates 0~tob~r 11, 1994 Septic tanks instated with less than 4' of cover shall be insulated. A foundation ~leanout shall be in6talled one to four fe~t from the building foundation. In the line between the tank and the leachfi~ld there shall be two adjacent eleanouts (unless an cf fluent pumping system exists within the septic tank). These el~anouts shall be located on undisturbed soit not more than 10' from the tank. The first el~anout, in line, sha~ be to clean toward the leachfield. The second ~l~anout shall be to ~an toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. P~F_SSU~IZFP ABSOl~I~IOH TREHCff $¥$TE~ I~ISTALLATIO~: Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become sm~ed, they must be raked or scratched (roughed-up) before gravel (sewer rock} placement. 2. The bottom of the basal bed are~ as well as the top of the sand f~lter is to be within two ineh~s of level. 3. The distribution piping is to be of PV¢ (ASTM D3034 or equal). All joints are to be solvent cemented. 4. The side slopes of the top layer of the mound system must not be steeper than 33% ($:1). 5. The top of the mound shall be covered with a minimum of 6 inches of topsoil and veg~ed sufficiently to prevent erosion. The distribu£ion pipes are to be embedded in sewer rock. Care should be taken to backfd~ in such a way as to prevent damage to the piping system. Sdlt barrier mate~al mast be installed between the final gravel layer and the native soil backfill. Ensure the silt bar~ier covers the entire gravel surface before placing backfill. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. Page Three Lot 39; Block I; Valli Vue Estates 0ctob~r 11, 1994 I. ~TEI~IAL Any septic tank proposed for installation must Municipally approved septic tank manufacturer. be constructed by a 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe Perforated Solid Cast Iron Y~S Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than ~ted above must be approved by the inspecting ~ngineer. Insulation sha~l be atl~ast 2" thick extruded direct burialpolystyrene (Dow Ch~mi~ Company Styrofoam HI or equz~). Septic tank i~ts and ou~s shall be fitted with~rtight couplings (Caulder, Fernco, or equal). A p~rmeable nontoxic silt barrier (Typar 3401, Mirafi 140/N, or equal) must be installed b~tween the final leachfi~ld gravel layer and the native soil backfill. All l~achfi~d grav~ (s~wer rock) sha~ be 0.5"-2.5" screened grav~ with less than 3% passing the #200 sieve. When sand is b~ing used as a filter mater~al, it~ 9rad~on specifications must conform to current M.0.A. or D.E.C. requir~entS. Page Four Lot 39; Block I; Valli Vue Estates Octob~ 11, 1994 Ik~PEOTIONS: Typically there will be a minimum of three (3) inspections required du~ng the installation of the wast~wat~r disposal system. These inspections wi~ occur as follows: I. Thc first inspection must bg conducted after the excavation of ditches, pits, trenches, or §eds and before thg installation of any grav~. A septic tank may be set in place, but may not be backfilled before this inspe~ion. 2. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanout~, and insulation, but b~fore the placement of any other backfill. 3. The final inspection is to occar upon final grading of the property. Often there will be more than these 3 inspections required, especially with the installation of mul~ipl~ trenches, sand filters, pressurized distribution systems, etc. Th~, the inspecting engine~ ia to be contacted at least 24 hours prior to the stc~t of construction. If necessary, a pre-construction me,ting wi~ take place on-site. The inspecting engineer wdll not coordinate, dire~t or control in any way the contractor's a~tivities. The owner shall contract with the contractor to p~rform the work outlined in these specifications and plans and in accordance with the attached M.0.A. p~rmit. There will be no contractual a~rangement existing between the contractor and S & S Engineering. S ~ S Engine~Lng shall be the owner's representative and will inspect the work as stated above to document thc contractor's activities. Final acceptance of the contractor's work rests with the owner and th~ M.O.A. S ~ S Engineerin~ shall have no liability to the owner or to others for acts or omissio~ of the contractor or any other persons p~rforming work on this project or th~ f~lure of the contractor to carry out the work in accordance with these construction documents. S ~ S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precaations incident to this project. CONTRACTOR/INSTALLER Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: 2 3- 5- 7- 8- tO- 13- Township, Range, Section: 14- 15- 16- 17 18 -- 19- SLOPE WAS GROUND WATER ENCOUNTERED? S L IF YES. AT WHAT O DEPTH? p SITE PLAN E ,e,,, ,0 w,. A,._ . i Monitoring? '~ Cf~, Date: Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE __ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ . FT AND ~ t FT ACCORDANCE WITH AEL~S~A~B~GUIDELINES IN EFFECT ON THIS DATE. DA E: l 72-008 (Rev. 4/~) ANCHORAGE AREA BOI Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION MAILING ADDRESS -~/J* LEGAL DESCRIPTION SEPTIC TANK: DISTANCE FROM WELL MATERIAL NUMBER OF COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH .LIQUID CAPACITY /~) GALLONS. SEEPAGE PIT: NUMBER OF PITS / DIAMETER OR WIDTH /~,, LINING MATERIAL~''~1 ¢ //~.~'~CRIB SIZE: DIAMETER BUILDING FOUNDATION ~'" NEAREST LOT LINE ~.~)/ . ADDITIONAL ABSORPTION "~/'/ /~'~)~1. LENGTH /C~, DEPTH /'~;~ ' DEPTH DISTANCE FROM: WELL TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) ~..~Z/~ SQ. FT. WELL: TYPE . C~OONSTRUCTIO BUILDING FOUNDATION __ NEAREST LOT LINE CESSPOOL OTHER SOURCES APPROVED DISAPPROVED  DEPTH DISTANCE FROM: SEPTIC SEEPAGE SEWER LINE ~ SYSTEM ~.~AN K REMARKS DISTANCES: INSTALLED BY: PIPE MATERIAL: LOT SLOPE: REMARKS: Form NO, EQ-031 DIAGRAM OF SYSTEM GREATer ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C"STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERM]T NO. NAMEOFAP' 'CA T INSTALLATION LOCATION INSTALLATION Of: SEPTIC TANK -- / ''~ ~'(3 SEEPAGE PIT DRAIN FIELD . OTHER TO BE INSTALLED bY FINAL INSPECTION: 24 HOUR NOT~CE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL iNSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. DIAGRAM OF SYSTEM WELL TO SEPTIC TANK -, DRAIN FIELD ALSO CONSIDER AREA WELLS. . SEEPAge Pit ~q3 f TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND iNTO CRiB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST iRON S~PHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. I CERTIFY THAT [ AM FAMILIAR WITH THE REQUIREMENTS OF GREATER NCHORAGE AREA BOROUG_H~O~DINANCE NO, 28-68 AND THAT THE ABOVE FORM NO, EQ-0~ 6 Gr~ ,TER ANCHORAGE AREA BOROUGH Depa~.iient of Environmental Quality 3330 "C" Street Anchorage, Alaska 99503 Soils log _]~ Performed for L~gal Description: This form reports: Depth Feet 10- 12- 13- Was ground water encountered? ..,/~i's~ Date performed Percol at-i-6n test If yes, at what ~epth? 'Reading Date Gross Time Net Time Depth to H20 Net Drop Percolation r~ te minute, Proposed installation; Dept!~ of Inlet CO,'~ 'I~: .;TS. Seepage Pit Drain Field ' Depth to bot,~om of pit or t~-~FE'F, .... Performed By: /~-~ ~t~ Certified By: Date: MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 (907) 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILLY DWELLING Parcel I.D. # 015-341-02 HAA# ~,~c~F~',(';¢1 / '7D / 1. GENERAL INFORMATION Complete legal description VALLI VUE ESTATES #2: LOT 39. BLOCK 1 Location (site address or directions) 10305 MAIN TREE Property owner Mailing address Lending agency Mailing address RICK BELANGER 10505 MAIN TREE ANCHORAGE AK. 99516 Day phone (907) 563-0391 Day phone Agent CONNIE GOODALL w/DYNAMIC PROPERTIES Day phone (907) 261-7600 Address ,5111 "C" STREET Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 5 3. TYPE OF WATER SUPPLY: Individual well Community well xxx Public water NOTE: If community weft system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site x×x Holding Tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC lng to the legality and status of system. 72-825 (Rev. 1/91) Front MOA//21 Computer Version Note: Alaska Water and Wastewater Consultants,/nc. shall be paid $700.00 at, or prior to, closing for the engineering services provided. ~ 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein, I further verify that based o~ the information obtained from the Municipality ef Anchorage files and from my investigation and inspe~i,on, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal~d State codes, ordinances, and regulations in effact on the date of this inspection. ., / | Address 6901 DEBARR,ROAD, .iS ,~,~./~B~/~CHOec*GE, ALASKA 99504 Engineer's Signature ~-,/~¢/1~''''//''_m/,~.-- ~''~-'/~) Date In conductk~g this evaluation, AWWC. ,nc/~¢m~ed ,o provide a thorough, conscientious engineering ~nalysis of the system in accordance with ADEC and M~A .¢Jt~ Guidelines & Regulations. 'l-he reported results described the performance of the system under the cotfditions bhco- untered 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, ground water 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. AWl/CC, Inc. can therefore not provide any warranly for future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DHHS. 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. 6, DHHS SIGNATURE P"' Approved for ~ Disapproved Conditional approval for bedrooms bedrooms, with the following stipulations: Additional Comments By. /'~ (x.-'/, ~,~"~-~ Date The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Cedificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees oi' DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Rev. 1/91) Back MOA #21 Computer Version Municipality of DEPARTMENT OF HEALTH & Environmental Services Division 825 "L" Street, Rm 502 Anchorage, Alaska 99501 (907) 343-4744 Health AuthOrity Approval Checklist Legal Description: VALLI VUE ESTATES #2; LOT 39, BLOCK 1 Parcel I.D.: 015-341-02 A. WELL DATA Well Type CLASS "A~' IfA, B, or C, attach ADEC letter. ADEC water system number 210605 Log present (Y/N) Date completed ~ ------ Total depth ~ Casing height (above ground). ~ Wires properly protected (Y/N) AT INSPECTION g.p.m. FROM WELL LOG Date of test ,~' Static water level ~ Well production ~ g.p.m. WATER SAMPLE RESULTS: Coliform Nitrate. .O ' Date of sarnple: ~ B. SEPTIC/HOLDING TANK DATA Date installed 6/1/'95 Tank size Foundation cleanout (Y/N). YES Date of Pumping 3/'.31/2000 C. ABSORPTION FIELD DATA Date installed 6/1/'95 Length 53' Effective absorption area Date of adequacy test Collected by: 1000 Number of Compartments 2 Cieanouts (Y/N). Depression (Y/N) NO High water alarm (Y/N) YES Pumper ROTO-ROOTER Fluid depth in absorption field before test (in.); . 44.5 Immediately after 702 Fluid depth 63.75 (ins) Minutes later: 202 Absorption rate =. Peroxide treatment (past 12 months) (y/N) NONE KNOWN If yes, give date 72-026 (Rev. 3198)* Computer Veto[on YES Soil rating (g.p.d./ff2 or fl2/bdrm) 0,6 System type TRENCH Width 2,5' Gravel thickness below pipe 8' ' Total depth 12' 848 SQ FT Monitoring Tube present (y/N) YES Depression over field (Y/N) NO 4/3/2000 Results (Pass/Fail). PASS For 3 Bedrooms gal. water added (in.): 66.75 450+ D. LIFT STATION Date installed __. Manhole/Access (Y/N) YES High water alarm level at* 44-" Cycles tested 3 6/1/95 Size in gallons 1250 ."Pump on" level at* 42" "Pump off' level at*. *Datum BOTTOM OF TANK E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot Absorption field oil lot Public sewer main Sewer/septic service line 100'+ 100'+ N/A 25'+ On adjacent lots 100'+ On adjacent lots 100'+ _ Public sewer manhole/cleanout N/A Lift station .__ N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Foundation 5' + Property line 5' + Water main/service line UNKNOWN Surfacewater/drainage 100% Absorption field __ Wells on adjacent lots 5'+ 1_o_o_'? SEPARATION DISTANCES FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation Surface water 100'+ Curtain drain NONE KNOWN F. ENGINEER'S CERTIFI I certify that Ih, a~ of Municipal ~cor~ls with MOA yAA gu~d, ngln r' ~ Narf~..~ Date 10'+ Water main/service line 10'+ Driveway, parking/vehicle storage area 10'4- field inspections and review systems are In conformance on this date. JEFFREY A. GARNESS .Wells on adjacent lots 1 o~)'+___. -%;% '....__ ...... HAA Fee $ ,-z,~_~3' oO Date of Payment __~"~L- ¢ Receipt Number.._~>--~/~ (' 0,~ [ ~ 72-026 (Roy. 3/96)* Computor Vomlon Waiver Fee $ Date of Payment Receipt Number SENT BY:EAGLE HRDWR # 301 ~ 3-30- 0 ; 11:41 ; EAGLE HRDWR # 301+ 007 388 3246;# 1/ 2 ~.Permit No. $w94o416 · 2 2 Page ,of. Municipality of Anchorage · DEPARTMENT OF HEALTH AND HUMAN SERVICES. ENVIRONMENTAL SERVICES DIVISION p.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report LOT 39, BLOCK 1, VALLI VUE EST. #2 01534102 Legal Description; PID No.: S.T.EiP. SDPTIC ~YSTEM J iST2 CE-8801 Rpr 19 O0 lO:2~a D~namic Ppoperties 907-261-7670 0 w J~ b O0 ::::: OE 'Z:O L=-I 3A 1~0 33W1 N IV~ , ,APR--2?--00 04:16 PM ROTO+ROOTER 90? ~45 8284 P.01 SEWER-DRAIN N_olO001? P, O, 8ox 112688 ANCHORAGE, AK 99611 (907) 345-2513 Phone 345-8284 Fax ROTO-ROOTER SERVICE CALL HRS, O STEAM THAWING HRS, @ TRIP CHARGE ' ".. H~S, OVERTIME CHARGE /_I.~_ ,- ADDITIONAL LABOR CHA R..G~~ PUMPING SERVICE (I~AL.)HRS, HYDRO-JET SERVICE HRS. TV CAMERA INSPECTION HRS, MATERIALS PLEASE PAY FROM THIS INVOICE TOTAL TOTAL FOOTAGE CLEANED OR THAWED BLADES USED . PROBABLE CAUSE OF SI'OPPAGE ~---'~='.P'Z?,.z.~-~ 4-'-d~ ,Z..~O""~_...~r.~.~_~ LINE CLEANEO~ [1 JOB NOT GUARANTEED FOR FOLLOWING REASON WORK ACCEPTED BY_. ~ o .~,~' ~ .-~,'~" [] See addiliol'~al job informalion form ~t~ached. 'APPL[ \NT FILLS OUT UPPER HA ," ONLY Lending institution ~ ~ ~d ~ / Phone ReatyCo &A~nt ~ ~(~g~ ~ ~'~, Phone Time Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector Field Notes: MUNICIPALITY OF ANCJ,~O~AGE ~NV~.ON~,~NyAL ?gOY~CYtO~ (~ ) APPROVED BEDROOMS *CONDITIONS OF APPROVAL , ( OOND,T,O"^LARPROV^L' Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received Well to Tank ' Septic Tank Size 72-023 (3/~2) I C,,41ROFImt nTAL ALASKA CONTROL SI i jCI $, InC. ~l~flJ~ecrJn§ 8 ~nuironm¢.M $1uJics 1/28/83 ~V~UNICIPALITY OF ANCHORAGE RECE[V O LEE HOUSTON & ASSOCIATES/BARBARA GARDNER 507 W NORTHERN LIGHTS BLVD. ANCHORAGE AK 99503 SELLER - KEN CUNNINGHAM BUYER- SUBDIVISION-VALLI VIEW ESTATES BLOCK-1 LOT-39 ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSTEM IS A PIT WITH AN AREA OF 434 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 600 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 720 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 3 BEDROOM HOME. SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF THIS 3 BEDROOM HOUSE. 1000 IS ADEQUATE FOR 1200 [~Jcsl 33rd ~utnu¢, Suite [~ · ~ncbrd§¢, Abb 99503 · (907) 276 1361 ~ DATE RECEIVED ~ TIME ~ // TI M"E INSPECTOR INSPECTO~ INSPECT~ ~. MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE Telephone 294-4720 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SE - ~ '~ ~ ~q~O 7 PHONE 5. LEGAL DESCRIPTION TREET LOCATION /o~o S'- TYPE OF RESIDENCE .~ SINGLE FAMILY [] MULTIPLE FAMILY 7. WATER SUPPLY [] INDIVIDUAL* COMMUNITY [] PUBLIC UTI LITY NUMBER OF~BEDROOMS [] One [] Four [] Other__ [] Two [] Five ~ Three [] Six * ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach tog if available.} 8. SEWAGE DISPOSAL SYSTEM ~,~ ,NDIVIDUALJON-SITE** !~/7~. [] PUBLIC UTI LITY YEAR ON-SITE SYSTEM WAS INSTALLED. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72 010 (Rev. 6/7g~ ~ ~ THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE [] SINGLE FAMILY [] MULTIPLE FAMILY 2. WATER SUPPLY [] INDIVIDUAL [] COMMUNITY [] PUBLIC UTILITY Connection Verified 3. SEWAGE DISPOSAL SYSTEM [~ INDIVIDUAL/ON -SITE []PUBLIC UTILITY Connection Verified NUMBEROFBEDROOMS [] ONE [] THREE E~ FIVE [] TWO [] FOUR [] SIX [] ~THER []Septic Tank or [~Holdin§ Tank Size: ,) ~) ~'~ 0 If Tank is homemads give dimensions; PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED PERMIT NUMBER DATE INSTALLED INSTALLER SOILS RATING TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA 4. DISTANCES WELL TO: Absorption Area to nearest Lot Line MATERIAL / ( ~ ,.~ ,, s L~ ~ ~, .~. ,~_ ,.-..~. eptic/HoldingTank Absorption Area I ~ewer ~N~arest Lot Lice __ Line 5. COMMENTS DATE PPROVED FOR. 2 BEDROOMS E] CONDITIONAL APPROVAL (letter must accompa~y/c~rtificate) [~]"~- DISAPP ROV ED 72-010 (Rev. 6/79) RE2 REID ENVIRONMENTAL ENGINEERING SRA BOX 1584R ANCHORAGE, ALASKA 99507 (907) 344-'1205 SEZL, L.E]:;~ MZi'(E: SCOTT !?,L": E'. P ]: V]] ELE:(] N'"' V A L ]: V .J;ii: E:,...[I C !< -' ;!. L.O T.,'.;Ei9 TI"!E: fXIJ.,.*,d',i'¥']:TY (:;F' !4P..TEi:~ A;~;,'.c~.";)i:;;'.:~:E:i} THEE S!]]:L.S FQ'~'i':)JN(':; Of;' THE: THE: F~E(:~U:ER:ED Ai:;:E:A F'E~.:~'. A 3 E:ASE:D L~?:'f:)N 'THE: TE:~?f DATA 'THE: GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality "C" Street, Anchorage, Alaska 99503 274-4561 Date Received December 29, 1975 Time of Inspection ~ate of Inspection~~ REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR ConY. l. Approval requested by: Alaska Bank of Commercie % Carolyn Barrera Mailing Address: 712 West 4th Avenue, 99501 Phone: 279-5641 x 121 2. Property Owner: Frank & Tamara Beaumaster Phone: 278-2525 Mailing Address: 10305 Main Tree Drive 3.~ 'Legal Description: Lot 39 Block 1 Valli Vue Estates #2 Location: heading north, steep drive, Type of facility to be inspected szngle Well Data: Community Well A. Type 10305 Main Tree Drive: house located on right of Main Tree Drive house is gray. family No. of bedrooms ( 4~//4 B. Depth C. Construction D. Bacterial Analysis 7. Sewage Disposal System: On-site system. A. Installed 1974 B. Installer C. Septic Tank: 1. Size 1,56~0'/~Z9 2. Manufacturer D. Seepage Pit: 1. Absorption Area 2. Material E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank , Absorption area , Sewer Lines __., Nearest lot line , Other contamination B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line EQ-034 (1/74) Page 1 of two pages j~t Page 2 of two~pag~s - ReL~ for Approval of Individual ~r & Water Facilities Legal Description Lot 39 Block 1 Valll Vue Estates ~2 Approved Disapproved Date /-Lo-q~o Ap~roval~Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (1/74) 3330 DEPARTMENT OF HEALTH & GREATER ANCHORAGE AREA BOROUGH_. ~NVIRONMENTALPROTECTIOF~ Department of Environmental Quality "C" St., Anchorage, Alaska 99503 - 274J]f:5($~91975 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES RECEIVED Type of Inspection: CMRO VA xx FHA CONV x× Property Owner: Frank & Tamara Beaumaster Mai-ling Address: 10305 Maintree Dr. Name of Buyer: Mike & Dolores Scott Mailing Address: Box 546, Wasilla Day Phone 278-2525 Day (wi~e at worK) Phone 277-7561 (Mike (Be~umaster or (Dolores (Bowman 4. Name of Lending Institution: Alaska Dank of Commerce - Carolyn Barrera Mailing Address: 712 w. Name of Realtor orAgent: Mailing Address: 3300 4th Avenue Phone 279-5641 x121 Area, Inc. Realtors - Rose Schaeffer 'C' Street Phone 278-2525 6. Legal Description: Valli vue Estates 2, Lot 39, Block 1 Location: 10305 Maintree Drive House is located on right side of Maintree Drive heading north. Steep drive. House is gray. 7. Type of Facility to be inspected: single-family No. Bdrms. 4 8. Water Supply Type of Supply: Public Utility Individual xx Community well If Individual, number of dwellings presently served ? If Individual, depth of well ? 9. Sewage Disposal System Type of System: Public Utility Individual (on-site) xx If Individual, date of installation 1974 1500 gallon tank £Q-O37 (~/74) MAIN OFFICE: POUCH 7012 ANCHORAGE, ALASKA 99510 · FORMERLY MATANUSKA VALLEY BANK January 30~ 1976 Municipality of Anchorage 2610 Tudor Road Anchorage, Alaska 99507 RE: SCOTT, Michael B. & Delores M. Lot 39~ Block 1, Valli Vue Estates Dear Mr. Buchholz: The enclosed Request for Approval of Individual Sewer & Water Facilities lists four bedrooms on number 5. Our appraisal shows only two. Please reconsider your evaluation on the corrected information. Sincerely, C~rolyn Barrera Loan Processor CB/shp enclosures ,,% 4,1 712 ~est 4th Avenue