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Home My WebLink AboutVALLI VUE ESTATES #1 BLK 1 LT 30Valli Vue Estates Block 1 Lot 30 #01§-322 02 ANCHORAGE AREA BOR¢--~H Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LEGAL DESCRIPTION(////.O/-~//~ ';4~'/ --/-/-.--2)C// ~t~ / SEPTIC TANK: DISTANCE ~J~;'O ~/ ~'~/0~er /~../ NUMBER OF FROM WEUL ~/ ~ MANUFACTURER ~--~' MATERIAL ' COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY /'~GALLONS. SEEPAGE PIT: ?~-~ c~o~ P ~ ~ -- ~ '(°"~'~0 /- ' LINING MATERIAL CRIB SIZI~ DIAMETE~/(~6 DEPTH ~' DISTANCE FROM: BUILDING FOUNDATION'3 ~.~, / "~ ' TOTAL EFFECTIVE NEAREST LOT Ll~l~._/~ ABSORPTION AREA (WALL AREA) SQ. FT. ADDITIONAL ABSORPTION WELL: . CONSTRUCTION DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION LOT LINE SEWER LINE TANK SYSTEM CESSPOOL OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCES: DIAGRAM OF SYSTEM IOOO GREATER ANCHORAGe AREA BOROUGH DEPARTMENT OF ENVIRONMI:'NTAL QUALITY SEWAGE DISPOSAL SYSTEM, -- APPLICATION AND PERMIT ~., ~1 TYPE AND SIZE OF FACILITY TO BE SERVED ~} ' FINANCED THROUGH TO BE INSTALLED BY SO,L TEST ~ES.LTS /77 ~O~ ~ / ~ "--/~' ' 'O ~, ~'"'~ "~""'T '~ 'OT "AL'$ '"'T"OU* ~O'L ~' COMPLETION DATE ANTICIPATED 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, MINIMUM DI$'rANGE$~ REQUIREMENT~ FOUNDATION TO SEEPAGE PIT (~ ~ DRAIN FIELD SEPTIC TANK '~ , SEEPAGE Pit ~L/ DRAIN FIELD WELL TO SEPTIC TANK ~1///)/~ _, SEEPAGE PIT. ~'~ SEEPAGE AREA SIZE CAST IRON iNTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSS]NG GAP OF EXCAVATION 5 FEET INTO UND]STURE]ED SOil. 4 IN~1AM~TER (;AST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL SACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING iNSTALLATION. DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK //~ , SEEPAGE PIt //-2 SEPTIC TANK, /~}/ . SEEPAGE Pit /~) 0 DRAIN FIELD /~O GREATER ANCHORAGE AREA BOROUGH SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT SOIL TEST "~SU"TS ~&~o .- OTHER TO ~E INSTALEED BY COMPLETION DATE ANTICIPATED P 5 FOUNDATION TO SEEPAGE pit 20 SE~T,C T^N~ ~o SEE~AOE P,T WA~ TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD WATER MAiN TO SEPTIC TANK DRA'N FIELD l0 ft. 10 ALSO CONSrDE~ AREA ~/ELLS. 25 fro. s~E~^~ P,T j__O0 ft. DRAIN F'ELD .__.~0 fL CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 !~, SOILS LOG -- PERCOLATION TEST PERFORMED FOR: ~ DATE PERFORM~:''~ LEGALDESC. mTIO.: !Q.-~3_~-) ~fV / J~Z///~.z~-Township, Range,Secti°n: ~, ~1 ~../~ O~ I P~' /~' ' / ~' ' ' SLOPE ' ' -'SI~E'~LA~/ ~' I ' 5 6 7 8 9- 10- 11 13- 14- 15 16- 17 18 19 2O 1 130 WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT Depth to Waler ADer Moniloring? -/")~ ~ Date: Reading Date Gross Net Depth to Net Time Time Water Drop , d ~ ~ a' ~ ' - PERCOLATION RATE ~"~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN7 FTAND 7~,- FT COMMENTS ~ PERFORMED BY: ~//_l~O~ ~ · CERT FY THaT TH S TEST WAS PERFORMED N 72-000 (Rev. 4/85) TH-1 8-28-73 0.0~ NOTE: SILT, TRACE SAND (M~) 4.5~ SILTY SAND TRACE GRAVEL (SM) 8.5~ SANDY GRAVEL~ TRACE SILT~ OCC. BOULDER t2.0' SILTY SAND, TRACE TO' SOME GRAVEL (SM) NO WATER TABLE 16.0' T.D. Test Hole Excavated With Tractor-Mounted Backhoe Engineemng ~ Geological Consultants BILL WISDOM PROPERTY LOG OF TEST HOLE Anchorage Alaska 8-28-73 ITM 1" = 5' IDWN eY JRS CHKD mY WED 36660 NO, A-01 - R&M Civil Engineers ENGINEERING & GEOLOGICAL CONSULTANTS 229 EAST 51st. AVE. - P.O. BOX 6087 - ANCHORAGE, ALASKA 99503 TELEPHONE 907--279-0483 TELEX 090-35419 Geologists Land Surveyors JAMES W. ROONEY, P. E. MALCOLM A. MENZIES, P.E., L.S. JAMES H. WELLMAN, P.E. RALPH R. MIGLIACCIO Engineering Geologist. AUgust 30, 1973 Mr. Co Ao Smith 6810 Hyatt Drive Anchorage, Alaska Re: ItEC~IVED R & MNo. 36660 SEP "1973 AM 99507 Test Hole and Soil Log Report for Sanitary System, Lot 30, Block i~ Unit 1, Vallevue Subdivision Dear Mro Smith: We are submitting herewith the test boring results and our comments regarding soil conditions encountered at the subject site. This investi- gation was performed in accordance with your request of August 28~ 1973, and those procedures outlined in a letter dated September i3~ 1971 by Mr. Rolf Strickla~d of the Greater Anchorage Area Borough Department of Environmental Quality. A single test hole was put down within the Lot 30 area for the purpose of defining general subsurface soil conditions for the proposed sanitary system. Excavation was accomplished with a tractor-mounted backhoe and the test hole was extended to a total depth of 16 feet below ground surface~ The final log prepared for the test hole has been included in Drawing A-01o Ground water was not encountered in the test hole. We appreciate being given this opportunity to be of service tO you~ Should you have any questions with regard to the above, please do not hesitate to Very truly yours, R & M ENGINEERING & GEOLOGICAL CONSULTANTS xc: GAAB MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES 0 / DIVISION OF ENVIRONMENTAL SERVICES CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SiTE SEWER AND WATER FACILITY 264-4744 Application Date 1. GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL) (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) (b) Property Owner ~-~*~.~.L;*%< 2'~., Telephone: Home ~&~ Mailing Address % ~~ ~ ~¢~ (c) Lending Institution ~ ~OI ~ %~ Telephone Business Mailing Address (d) Real Estate Company and Agent '~ ~ ~1,~-~ ~.... Address Telephone (e) Mail the HAA to the followina address: or: Check her~ if hold for pick up, List contact person and day ~e n~~ / 2. TYPE OF RESIDENCE Single-Family~/ Number of B~drooms WATER SUPPLY Individual Well [] Community..[~' Public [] Note: If community well system, must have written confirmation from the State Department of Envi'ronmental Conservation attesting to the legality and status. SEWAGE DISPOSAL Onsite.,~ Public [] Community [] Holding Tank [] Note: If corem unity well System, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 72-025 fray 8/86t Front ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my ~eal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compJiance with all rvlunicipal and State codes, ordinances, and regulations in effect on the date of this ~.C~// Address Engineer's Seal DHHS APPROVAL Approved for ~/~"~." (~)bedrooms by Approved .,¢~_ Disapproved Terms of Conditional Approval Conditional CAUTION The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DH HS does this as e courtesy to purchasers of ho mas and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 72-025 fRev 8/861 Back MUNICIPALITY OF ANCHORAGE (MOA) ~P.c~O?~,,~-~IEALTH AUTHORITY APPROVAL (HAA) ON~"v' CHECKLIST - FEBRUARY 1984 264-4720 Legal Description: ~O~ Well Classification If A, B, C, D.E.C. Approved (Y/N) / Well Log Present (Y/N) Total Depth Cased to Static Water Level Casing Height Above Ground Electrical Wiring in Conduit (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line Cleanout/Manhole Water Sample Collected by Water Sample Test Results Comments Date Completed Yield Depth of Grouting Pump Set At Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) ; On Adjoining Lots ; On Adjoining Lots To Nearest Public Sewer To Nearest Sewer Service Line on Lot ; Date B. SEPTIC/HOLDING TANK DATA Date Installed Standpipes (Y/N) Depression over Tank (Y/N) Pumping/Maintenance Contract on File (Y/N) I"//A Holding Tank High-Water Alarm (Y/N) Separation Distances from Septic/Holding Tank: To Water-Supply Well ~ ~,~,¢-~ To Property Line ~ To Water Main/Service Line Size Io.-~,"~ No. of Compartments Air-tight Caps (Y/N) / Foundation Cleanout (Y/N) Date Last Pumped ~/"//~, ; for Temporary Holding Tank Permit (Y/N) To Building Foundation To Disposal Field Course Comments To Stream, Pond, Lake, or Major Drainage .Page 1 of 2 72-026(11/84) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed ~/ / Width of Field r¢¢ ¢ Type of System Design Length of Field ~ ¢~¢',~,' ~¢ ~ Depth of Field Gravel Bed Thickness Square Feet of Absorption Area Depression over Field (Y/N) Results of Last Adequacy Test Separation Distance from Absorption Field: To Water-Supply Well .~ ~.¢-.~ To Building Foundation Lot To Water Main/Service Line To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Standpipes Present (Y/N) Date o.._f Last Adeq.___.uacy Test To Property Line ~ To Existing or Abandoned System on ; On Adjoining Lots To Cutbank (if present) I~1~2~ Comments D. L, T S'rAT, O. N O Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Comments Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test, Meets MOA ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checked, verified,.e¢' conformed to all MCJA~nd HAA guidelines in effect on the date of this inspection. Signed ~'~~ Date ~..,/~,,/(~.- ¢1~ / Company MOA No. Receipt No. //~ ~ ,'/ ~ ~ '~ 2_. Date of Payment ~--/¢.//? ~ Amount: $ ~ ~ O O Page 2 of 2 72-026(11/84) Engineer's Seal ANCHORAGE. ALASKA 99503 STEVE COWPER, GOVERNOR 563-6775 DATE: February 5, 1988 PWSID: 210605 To Whom It May Concernt Accordinq to the records on file ,in this office, the VALLI-VUE SUBDIVISION Water System is in compliance with the State o? Alaska Orinking Water Regulations. Please note that departmental records indicate that the public uater system was installed prior to the 1978 implementation of the Alaska Brinking Water Plan Review regulations. No as-built plans have been reviewed or approved by the department, nor are any necessary. Since the system has submitted acceptable water samples on a regular basis and received a satisfactory sanitary survey evaluation by the department, the system is acceptable under the standards in effect at the time of installation. An official "Certificate to Operate" may be issued upon receiving a complete set of as-built plans. Any expansion of the water system after 1978 will require plan review and the issuance of a "Certificate of Operation" permit. Si ncePe 1 y, Ronald S. Klein Environmental Field Officer RSK/MPL:pkk cc: Mike Lewis. ADEC, Anchorage Vt,,o,\¢, /f/.,' -.~ "( MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH A'UTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date GENERAL INFORMATION (a) (b) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) App,caatNam Telephone:Home. Applicant Address Business (c) Applicant is (check One): Lending Institution []; Owner/builder.~ Buyer []; Other [] (explain); (d) Lending Institution ~ ~_~o~_.,.~E~//~t'~-~ Telephone[,~.,/'~/'~),/ ~'~,, ,~ Address (e) Real Estate Company and Agent __~~~ Telephone ~.~e¢~// ~¢ ~ (f) Mail the HAA to the following address~/~ TYPE OF RESIDENCE Single-Family/~ Multi-Family [] Number of Bedrooms. ~ Other WATER SUPPLY Individual Well [] Community~ Public [] Note: If community well system must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. SEWAGE DISPOSAL Onsite,J~ Public [] community[] Holding Tank Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 72-025 (11/84) Page 1 of 2 ENGINEERING FIRM PROVIDII~ INSPECTIONS, TESTS, FILE SEARCH, Dh, A AND INFORMATION As certified by my sear affixed hereto and as of the validation date shown berow, I verify that my investigation of t~is Healih Authority Approval shows that the on-site water supply and/or wastewater disposar system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal s~,stem is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. ~ ~ NameofFirm '7~"~ ~ J/'~;~;~ Telephone Address --' / ~) '~ ~ / ~ Date ~ / 5 / ?. / Approved /~ ~ Disapproved Conditional Terms of Conditional Approval CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the~ re, presentations given in paragraph $ above by an independent professional engineer registered in the State of AlaSl~a. The 'DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal arid state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. , Page 2 of 2 72-025 (11/84) WELL DATA MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 264-4720 Well Classification CJ..~ ~,~, ,~ If A, B, C, D.E.C. Approved (Y/N) Well Log Present (Y/N) Date Completed Yield Depth of Grouting Pump Set At Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) ; On Adjoining Lots ; On Adjoining Lots To Nearest Public Sewer To Nearest Sewer Service Line on Lot ;Date ~//~//~ Total Depth Cased to Static Water Level Casing Height Above Ground Electrical Wiring in Conduit (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line Cleanout/Manhole Water Sample Collected by Water Sample Test Results Comments B. SEPTIC/HOLDING TANK DATA Date Installed /--/-/7"~ Size ,/O~]t~ No. of Compaltments I/ iv Standpipes(Y/N) ~I Il} Air-tightCaps(Y/,)y FoundationCleanout,(Y/,) Depression over Tank (Y/N) N Date Last Pumped Pumping/Maintenance Contract on File (Y/N} /~/~/~ ;for /~///.~ Holding Tank High-Water Alarm (Y/N) //Vf/%~ Temporary Holding Tank Permit (Y/N) Separation Distances from Septic/Holding Tank: To Water-Supply Well To Property Line TO Water Main/Service Line ~'/t'~ I C OU rs e To Building Foundation ,/L~" / To Disposal Field ,/// To Stream, Pond, Lake, or Major Drainage Comments Page 1 of 2 72-026(11t84) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata ,. Width of Field ;,',',',',',',',','~ Square Feet of Absorption Area Depression over Field (Y/N) Results of Last Adequacy Test Depth of Field//- i~'~.~ ~ / Gravel Bed Thickness h Standpipes Present (Y/N) Date of Last Adequacy Test Type of Syste~n Design Length of Field ~tq"/'~"N~; Separation Distance from Absorption Field: To Water-Supply Well To Building Foundation /7 Lot To Water Main/Service Line To Property Line To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area i To Existing or Abandoned System on ; On Adjoining Lots ~ "7(~/ To Cutbank (if present) D. LIFT STATION Date Installed '//~/~ Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Comments Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets ~4OA ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection, Signed -."'~- ~ Date MOA No. ! Company Receipt No. L~,rOIb ~' Date of Payment O~. Amount: $ ~Q T~ Page 2 of 2 72 026 (11/84) Engineer's Seal ANCHORAGE, ALASKA 99501 C~JNSULTING ENGINEER TELEPHONE: (907) 279-3916 September 15, 1986 Page 1 of 2 SEPTIC SYSTEM ADEQUACY TEST LEGAL: LOT 30, BLOCK 1, VALLI VUE ESTATES LOCATION: 10605 MAIN TREE OWNER: RAY POWERS RESIDENCE: SINGLE FAMILY, THREE BEDROOMS WELL: COMMUNITY, CLASS A SEPTIC SYSTEM: FROM MUNICIPAL RECORDS: TANK: ESPINOZA CONCRETE 1000 GAL. ONE COMP. ABSORPTION SYSTEM: CONCRETE CRIB, 4' DIA. ABSORPTION AREA: 416 SQ. FT.(EXC. 9/6/86) SOIL RATING: 130 (FROM PERC 9/6/86) INSTALLATION DATE: UNKNOWN DATE OF PUMPING: DATE OF TEST: AUGUST 14, 1986. ISAACS PUMPING SERVICE AUGUST 13, 1986 TEST PROCEDURE: SYSTEM WAS INSPECTED AND MEASURED. TANK WAS FOUND WITH 4 FEET OF COVER AND LIQUID DEPTH OF 38 INCHES. AREA SHOWN ON AS-BUILT AS BEING WHERE CRIB IS WAS FOUND TO BE IN PAVED DRIVE. PAVEMENT WAS BROKEN, WITH HEAVES AND SETTLEMENTS. SURFACE WAS DAMP WITH MOISTURE IN THE SUB SOIL. NO STAND PIPE WAS EVIDENT. A CAST IRON STAND PIPE WAS FOUND 10 FEET FROM THE SOUTH-EAST PROPERTY LINE. THIS PIPE WAS 11.5 DEEP AND DRY. ASSUMING THIS WAS THE CRIB 220 GALLONS WAS ADDED. NO WATER RISE WAS NOTED IN THE TANK, NO WATER REMAINED IN THE CRIB. 350 GALLONS OF WATER WAS THEN ADDED TO TANK. NO WATER SHOWED U~ IN THE CRIB, NOR COULD WATER BE HEARD ENTERING THE CRIB. THE WATER LEVEL IN THE TANK ROSE 12 INCHES. AFTER STOPPING WATER FLOW, THE WATER LEVEL IN TANK DROPPED 3 INCHES IN 15 MINUTES. ON SEPTEMBER 6, 1986 THE TANK AND THE CRIB WAS EXCAVATED. IT WAS FOUND THAT THE CRIB IS A CONCRETE RING CRIB, 6.5 FEET DEEP AND FOUR FEET IN DIAMETER. THE CRIB WAS BACKFILLED WITH ROCK 6.5 FEET DEEP AND 16 FEET WIDE, RESULTING IN AN ABSORPTIVE CONTACT AREA OF 416 FEET. A PERCOLATION TEST RUN THIS DATE SHOWED THE SOIL TO HAVE A PERC RATE OF 130. THIS CRIB HAD BEEN TEE'D INTO THE LINE RUNNING TO THE ORIGINAL CRIB.THE TEE WAS SLIGHTLY HIGHER THAN THE STRAIGHT RUN, RESULTING IN NO FLOW INTO THE NEWER CRIB. THIS CONNECTION WAS NOW BROKEN AND A LONG SWEEP INSTALLED, CAUSING ALL FLOW TO ENTER THE NEWER CRIB. J-obben Spurkland P.E. Septic System Adequacy Test Lot 30, Block 1, Valli Vue Estate September 15, 1986 Page 2 of 2 TEST RESULT: THIS SYSTEM MEETS THE CODE REQUIREMENTS OF THE MUNICIPALITY OF ANCHORAGE. The operational life of all septic systems depends on the local soil conditions, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this septic system. We can therefore not give any estimate of how long the system will continue to meet the operational requi- rements of the Municipality and State. 9 ~\pprov,~ requested ""' ~la~q ,nc: AddF:ss: ................. ~:..~..?cZ_ .........~ .......... ~/5'=~. .... ~ one, ............................ Property fl' " ~' '~ f;. P ",e+',e'~iqfi ~ . ~ar '~. ~! ',:l C, Septic ~. Seepage E, Disposal Field: Distances: !'!o....ar~qt- lot ]irie .............:, Ochci-' ,.(" '>,.~',,~'=c . .,, ......................................... , 6357 hereby eerti£y that I have surveyed the following described property: /o Anchorage Recording Precinct, Alaska, 'and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto: that no improvements on prop- erty lying adjacent thereto encroach on the premises in .q, uestion and that there are no roadways, transmission hnes or other visible easements on said property except as indicated hereon. Dated at Anchorage, Alaska hi'~ (~ +h day of ~/~ 1~/ , 1~74 , FRED %VALATI<3k & ASSOCIATES Engineers and Surveyors June ~0, t974 Anchorage, A1asko hO Block 1, Valli Vuo Subdivision St)~,IECT: Sev~e~ systen~ on Lot ~ , Dear ~r. ~tsdo~: This office recently inspected the sewer ~yst~ on Lot 29; at that time it appeared that your seepage pit extends over the lot line. ~)hen your system was inspected, it tvas measured at 17' fro~ the south lot l~ne. ){owever. our inspectors ))rust take the ~ord of the euner as lot lines are seldom marked. This office vdll require a survey by a registered surveyor to establish correct lines. Th~ south lot line should be s~aked so a deten~tnatton ~ay be ~de as to o~nership. Should it be found that your seepage pit is in part or entirely on Let ~, ~e v~ill ft{rthe~ require that the pit be moved ~e will disapprove any to ,~eet ~reat~r Anchorage Area ~oreugh requirements. request fo~ sewer and water approval for lean pt~rposes until the situation is ren~edted. ~e ulll ~, ~d to assist you in correcting this ~roblem. Seine solution ~ust be Ju prior to sal~ of the house; further, the se~er s~ste~ may not be used until appropriate action is tahm~. Following receipt of this nottce~ you ~tlt have thirty (30) days to ~ake the necessary corrections. Sincerely, Susaa E. Dtckersen, Sanlt~rlan SED/ko Certified ~{o. 740~39 cc: Pat Feb~Jary - BuildtnO Safety Area ~ealty - Jack ~uchanan