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HomeMy WebLinkAboutVALLI VUE ESTATES #1 BLK 1 LT 24 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;-~¢// ~ ~-'~0~..-~ ~ RID Number: Name:g~L~j ~O~ ~ '~A~ O Wastewater System: gNew ~grade Address: ABSORPTION FIELD Phone: J No. olBedrooms:~ ~eep Trench ~ Shallow Trench ~ Bed ~ Mound ~ Other Soil Rating: Total Depth from original grade: LEGAL DESCRIPTION .¢~ ~-~ GPD/Sq FL Lot: Block: Subdivision:nalgr~ Gravel deplh benealh pipe Township: J Range: J Section: Fill added above oligina] grade: Gravel length: Number of lines: J Distance between lines: WELL: D New ~ Upgrade Gravel width: ~ Ft. /I ' Ft. Classification (Privale. A.8.C): Total Depth: Cased To: Tolal absorplion area: Pipe material: SEPARATION DISTANCES ~ptic u Holding U S.T.E.P. TO Septic Absomtlon Lift Holding >ub,iclPrivale Maa~l.a:~lacture,: .~ Capaciyi~ Well V ~ >~ -- 22¢0 Material: 5~ NumberolCol~lmenl,: Surface Water ~0 q ~ LIFT STATION LOt Size in gallons: I Manufacturer: Line ~O I "Pump on" level aL I "Pump off" level aE ~ High water .larm at: Foundation ~ I I CurtaiR Pump Make & MOdM I Electrical Inspections porformed by: Drain NO q~ I Remarks: BENCH ~ARK Assumed Elevation:/~ Inspections performed by: Dates: lst~¢~ Department of He~Jth and t ~Services appro ! Reviewed and approved b J~ ~vr~ Date: /6 ~ %'. " 72-013 (Rev. 9/91) MOA 25 25 0 N SWINO TIES: AC 26.5 FT BC £6.0 AD 28.0 BD 59.5 AE 70.5 BE 26 BENCH MA£K: £DTTDM SIDINL ASSUMED ELEVATIDN 100.00 FT. TOBBEN SPURKLAND P.E. 203 W 15TH, AVENUE ANCH. AK. 99501 LOT 24, BLOC/( i VALLI WEk/ JIM SELLE 6746 DOUBLE fREE COURT I I SEPTIC SYSTEM AS BUILT DATE: SEP[, lO, 1995 SHEET: 2/3 GRID: 2539 TOTAL DEPTH 1! FT EFFECTIVE ROCK DEPTH 8 FT TOTAL LENGTH 50 FT ANCHORAGE TANK 1000 GAL. TANK Monl l~or 9~ 94.5 NiroFi 140 88.2 6 Fi: oF Sepi:[c ,~ock ND SCALE 88.2 95. I 1000 gol, septic Sank BENCH MARK. BI]?T£M SIDING ASSUMED £LEV. i00,00 TOBBEN SPURKLAND P.E. a03 WiDth Ave Anchoroge Ak 99501 LOT 24 ELI~CK 1 VALLI VUE ESTATE JIM SELLE 6746 DI]UBLE TREE CZTUI~T SEPTIC SYSTEM AS BUILT DATE: SEPT, 1~ SHEET, 3/3 GRID: 2539 PAGE 1 OF PERMIT 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:SW950257 DESIGN EMGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:SELLE JAMES R & TAEKO O~I~ER ADDRESS:6746 DOUBLE TREE CT ANCHORAGE ALASKA 99516 DATE ISSUED: 8/31/95 EXPIRATION DATE: 8/31/96 PARCEL ID:01531125 LEGAL DESCRIPTION: VALLI VUE ESTATES #1 BLK 1 LT 24 LOT SIZE: 20325 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 2. 3. 4. 5 o SPECIAL PROVISIONS ISSUED BY: ~~ THE ATTACHED APPROVED DESIGN. 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 (18AACS0) . 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) 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 THE FOLLOWING SPECIAL PROVISIONS. DATE: ~/3~ } DATE: ToSPURKEAND PoEo 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 24 BLOCK 1 VALLI VUE ESTATES No Ground Water or Impervious Layer to 18 fi. Usc Standard Trench Soil Rating. 6.7 min/in - .8 gal/sq.ff.day No. of Bedrooms 3 Required Area per Bedroom: 150/.8 = 187.5 sq.ft.. Total area required: 3 x 187.5 = 562.5 sq. ft. Testhole Total Depth 18 Ft. Less 6 ft. 12 Les 5 ft. Cover 7 Rock Depth 6 Ft Length of Trench 562.5 / 12 = 46.8 ft. SYSTEM CONFIGURATION STANDARD TRENCH TOTAL LENGTH 50 Ft. TOTAL WIDTH 2 Ft TOTAL DEPTH 11 Ft ROCK DEPTH 6 Ft COVER 5 Ft SEPTIC TANK I000 Gal The installation of this septic system will not prevent wells from be installed on the adjacent lots. There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concenlration of surface runoff will not result fi.om this installation. pg. 1 N $0 1.00 150 200 ?50 SC~LD H = ]00 FI,, TOBBEN SPURKLAN]) P,E, 203 ~/ 15TH. AVENUE ANCH, AK, 99501 L/7T 2~ ~L[ICK ! VALL[ V_fEk/ Jill SELLE ~74~ 2gU~LE TREE SEPTIC SYSTEM DESIGN DATE: AUSUST l~,, ]f795 SHEET, 1/3 GRID, 2~3~ N ii ,.'.....~,.,~,~ ......... .~.,.:~...,..¢f:....~ .. ....5~ ~ £ENCH MARK: BOTTOM SIDIN£ ASSUMED ELEVATION !00.00 FL TOBBEN SPURKLAND P.E. II II 205 W 15TH, AVENUE ANCH. AK. 99501 (907) 279--5916 L~TT £4, BLZTCK 1 VALLI JIM SELLE 6746 DOUBLE TREE COURT WEW Ii SEPTIC SYSTEM DESIGN DATE: /~UGUST 1£ 1995 SHEET: 2/.~ GRID: ~539 SCALE ~' ~/ide 5~' L on9 11' Beep 6' Sewer rock S' Cover 0 0 0 lOOO 9o! Septdc tonk Exist, Min Cover Miro£1 I40 6 Pt o£ Septic Rock ND SCALE lOOO 9ol, septic tank BENCH MA£~ BOTTOM SIBINO ASSUMEBELE~ lOSO0 TOBBEN SPURKLAND P,E, 1803 W15th Ave ~Anchorage Ak 99501 LDI 24 BLZTCK i VALLI VUE ES?A TE JIM SELLE 6746 DOUBLE TP, EE COURT SEPTIC SYSTEM DESIGN DATE: AUG ]% 1995 SHEET, 3/3 GRID: ~539 PERFORUED ~OR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 · ~I 12 13 14 15 16 17 18 19 20 COMMENTS Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST ~-?>? ,~ %?:, ~ I DATE PERFORME Township, Range, Section: WAS GROUND WATER ENCOUNTERED? SLOPE SITE PLAN IF YES, AT WHAT DEPTH? Oepth lo Water Afte)' Monitoring7 ~ gale: Gross Net Depth to Net R.~3ding ?ate ~[ L~. Time Time Water Drop .~ ~ 7 '1~ ~s ~ ~ I° PERCOLATION RATE ~,, ~' (minutes/inch) PERC HOLE DIAMETER TESTRUNBE'rWEEN ~' FTAND ~-~ ~-- FT 72-008 (Rev. 4/85) ,ER ANCHORAGE AREA BOP gGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION ADDRESS /~//f/,S),~ MAILING LEGAL DESCRIPTION PHONE t3..7 7' ~ 6F' SEPTIC TANK: DISTANCE ~1, FROM WELL'~ff~'¢- , INSIDE LENGTH I~ANUFACTURER .~L INSIDE WIDTH SEEPAGE R~I- .'~P/~-~'L NUMBER OF PITS -- DIAMETER --  )~___/_~., NUMBER OF MATERIAL COMPARTMENTS. LIQUID DEPTH LIQUID CAPACITY /~0 0 GALLONS. OR WIDTH LENGTH DEPTH LINING MATERIAL BUILDING FOUNDATION CRIB SIZE: DIAMETER NEAREST LOT LINE__ · DEPTH ' DISTANCE FROM: WELL_ TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) .SQ. FT, ADDITIONAL ABSORPTION WELL: BUILDING FOUNDATION CESSPOOL APPROVED CONSTRUCTION NEAREST LOT LINE OTHER SOURCES DISAPPROVED NEAREST SEWER LINE_ REMARKS DEPTH_ SEPTIC TANK DISTANCE FROM: SEEPAGE SYSTEM DISTANCES: INSTALLED BY:~-~ ~ PIPE MATERIAL: ~--~~ LOT SLOPE: DIAGRAM OF SYSTEM DATE (.o/~),W ~,.~ G.A.A,B, GREATER ANCHOrAGe AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 pERMIT NO. SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PHONE . .. OTHER WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECT[ON: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION, MINIMUM DISTANCE~, REQUIREMENTS DIAG SYSTEM FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT , DRAIN ~ .//~ ~ CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SO]L, 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. SAO.F,.. I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS Of GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE GREATER ANCtlORAGE AREA BOROLk~,, Department of Environmental Qua]i~y 3330 "C" Street Anchorage, Alaska 99503 ' ' P ~ TEST SOILS LOG EROLA I ION lhis form reports: Tolls log ~ Percolation Lest Depth Feet 8- 9- 10- ll - 13 - Was 9round water encountered? , Z~_ .... If yes, at what depth? Reading Date Gross Time Net Time Depth to !a/ater Net Drop Percolation '~-a t e ............ ~ni-n u t--e-.- -Proposed installa~-n-: -~6~-9e Pit Drain Field Depth to bottom of pit or trench [)¢p~h of Inlet ............. · ...................... COM~.IENTS: .................................................... . EQ-O~O (~/?~) ~.~-~ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date ~/////Z~O (b) (c) GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) LocatJon (address or direotions) Applicant Name _J~m~ ~ ~ Applicant Address ~ Telephone: Home -.~gf=- Z_.~Z..I Business '-/(c~~-' ~'~'9'~ Applicant is (check one): Lending Institution []; Owner/builder/~; Buyer []; Other [] (explain); (d) Lending Institution /'~-,,¢,~~''-'~v~,'~J/c o~' ~e~ Telephone Address ~l ~C' ~ (e) Real Estate Company and Agent ,~oo( /'~6AL"~ Address Telephone (f) Mail the HAA to the following address: TYPE OF RESIDENCE Single-Family.~ Multi-Family Number of Bedrooms Other WATER SUPPLY Individual Well [] Community,l~ Public Note: If community well sy§tem, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite.~]' 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 o! 2 ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. ~,~-. ~ ~'TT~ Telephone 3'4~-q - (x~ J Name of Firm ..,1:~'~---~,~ Address // Approvedfor~U~, bedroomsby ,/~.¢~? Approved ..~ Disapprovec~ / Conditional Terms of Conditional Approval Engineer's Seal CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independe.nt professional engineer registered in the State of Alaska. The DHEP does this as a courlesy to purchasers of homes and their lending institutions in order to satisfy certain federal and 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) MUNICIPALITY OF ANCHORAGE (MOA/ HEALTH AUTHORITY APPROVAL (HAA) J~UNICIPALtTY OF AHCHO~:AG~CHECKLiST . FEBRUARY 1984 DEPT. O~ HEALTH & 264-4720 J~NVIRONMENTAL pROTECTtON JUN 0 Z['~ Legal Description: WELL DATA RECEIVED Well Olassification ~/y/4'/c/A/.~ T-L// If A, B, O, D.E.C. Approved (Y/N) ~/ Well Log Present (Y/N) '~.//~ Date Completed ~ Yield Total Depth -- Cased to -- Depth of Grouting -- Static Water Level -- Pump Set At -- 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 · ,-./J.4 Sanitary Seal on Casing (Y/N) .~///'~ ~sion Around Wellhead (Y/N) ~ ©n Adioi~ing Lets -- ; On Adjoining Lots - To Nearest Public Sewer To Nearest Sewer Service Line on Lot ; Date -- B. SEPTIC/HOLDING TANK DATA Date Installed ~,/'7~ Size /O00 ¢~- No. of Compartments Standpipes (Y/N) 7 Air-tightA,/ Caps (Y/N) .~ Foundation Cleanout//.~/(Y/N) Depression over Tank (Y/N) Date Last Pumped Pumping/Maintenance Contract on File (Y/N) /~/'~,'~ ; for -~' Holding Tank High-Water Alarm (Y/N) .~///~ Temporary Holding Tank Permit (Y/N) Separation Distances from Septic/Holding Ta. nk:~ To Water-Supply Well '7'~'~'-~'¢~70 ('~ ~/~-~JTo Building Foundation ~7 F'r To Property Line .¢~ F-r To Disposal Field /O To Water Main/Service Line ~-~- + ~"r- Course Comments To Stream, Pond, Lake, or Major Drainage Page I of 2 72-026(11/84} C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed Width of Field Square Feet of Absorption Area .~_~/ Depression over Field (Y/N) /v" Results of Last Adequacy Test Separation Distance from Absorption Field: TO Water-Supply Wall /*-//~ (~O'~-~ To Building Foundation Lot To Water Main/Service Line ,2:,~')+ To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Type of System Design Length of Field ~ F/- Depth of Field Gravel Bed Thickness Standpipes Present (Y/N) Date of Last Adequacy Test To Property Line ~-~'o4- Fr' To Existing or Abandoned System on ; On Adjoining Lots /OO +' To Cutbank (if present) ~:~O Comments D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at Dimensions Manhole/Access (Y/N) "Pu~ High Water Alarm Level at Tested for ~ Pumping Cycles during Adequacy Test. Meets MOA Electrical Codes (Y/N) J Comments ~~- ** O eckh'~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 Company MOA No. Receipt No. __~ c:~ ~,~ Lo ~ O Date of Payment Co ~ ~1'~ ~ Amount: $ [,.¢ ~%t,¢~ ¢....~ Page 2 of 2 72-026 ($1/84) DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE/WESTERN DISTRICT OFFICE 437 "E" STREET, SUITE 303 ANCHORAGE, ALASKA g9501 BILL SHEFFIELD, GOVERNOR Telephone: (90Z) Address: 274-2533 To Whom it May Concern: According to records on file in this office the ~///~Y~/-~ ~ Y~ /~Water System is in compliance with the State Drinking Water Regulations Si ncerel y, ~., 'r D A'~JE RECEIVED INSPECTION APPOINTMENTS TIME TIME TIME / DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH &  DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTI~'~/II{ONMENTAL PROTECTION ENVIRONMENTAL SANITATION DIVISION JUN 1981 Telephone 264-4720 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACI LITI ES 6. TYPE OF RESIDENCE NUMBER OF~BE[3ROOMS [] One [] Four ..~. SINGLE FAMILY [] Two [] Five [] MULTIPLE FAMILY ~ Three [] Six [] Other 7. WATER SUPPLY [] I NDIVI DUAL* * ATTACH WELL LOG. A well log is required for all wells drilled ~ COMMUNITY since June 1975. For wells drilled prior to that date, give well [] PUBLIC UTI LITY depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM -~ INDIVIDUAL/ON-SITE** ~-~'- YEAR ON:SITE SYSTEM WAS INSTALLED. [] PUBLIC UTI LITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-OLO (Rev. 6/79) THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE NUMBER OP BEDROOMS [] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2, WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER E~]INDIVIDUAL/ON -SITE DATE INSTALLED E~]PUBLIC UTILITY ~ ,~ ") ~"~' Connection Verified INSTALLER []Septic Tank, or [] Holding Tank Size: ~ (~) ¢'~(-j If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER ,?Ii TOTAL ABSORPTION AREA MATERIAL , /~ 4. DISTANCESwELL TO: Septic/Holding Tank Absorpl}on Area ] Sewer Line'~ Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS [] APPROVED FOR BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED 72-010 (Rev. 6/79) ALASKA [ FIUIROFIm[ FITAL CONTROL SeRUICeS, ~n§in~¢rin~ ~- ~nuironm~nl~l Slu~ics i,~i~JNICIPALITY OF ANCHORAGE II II. DEPT. OE H~^~m ~ ' "~'IXIVIRONMENTAL PkOTECTION du[~ ~. 0 I981 RECEIVED JUNE 10 1981 ALASKA MUTUAL SAVINGS BANK / DEBBIE P.O. BOX 1120 ANCHORAGE AK 99510 SELLER - CHARLES COBB SUBDIVISION-VALI~0E ESTATES ~1 BLOCK-1 LOT-24 THE TYPE OF ABSORPTION SYSTEM IS A TRENCH WITH AN AREA OF 375 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY. THE SOILS RATING OF THE SYSTEM AT CONSTRUCTION WAS 125 AND NOW IS 125 SQFT/ BEDROOM. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 3 BEDROOM HOME. THE SEPTIC TANK WAS PUMPED ON 6/8/80 MUNICIPALITY OF ANCHORAGI~ DEPT. OF HEALTH & ENVIRONMENTAL pROTECTION ~ui~i i 0 1981 RECE! ED ~220 I, Ues1251h ~ucnu¢ · ~nchora§e, Alosk,: 99503 · C9o7) 276-1361 ~-~MUN!CIPAL[TY OF ANCHORAGi:--~ DEPARTME', ,OF HEALTH AND ENVIRONMEN?~ PROTECTION 825 'L Street, Anchora¢~r,, Alaska 99501 264-4720 Date Received: _N_o__v~e_~mbe~r_~_ 1977__ #1: Time _ 2:~_~p.m. ~2: Time #3: Time Date 12-2-77 Friday Date Date Insp Pratt Insp Insp REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER !,ACILITIES Lending Institution Request: Lomas and Nettleton Com~q~qy_ Mailing Address: 4449 Business Park Boulevard 995D~one: Property Owner: Alfred G. Handle~ Mailing Address: Star Route A Box 37-11 99507 Phone: 349-3880 Legal Description: Lot 24 Block 1 Valli Vue Estates Subdivision Single Family Residence: (x) Multiple Family Residence: ( ) Number of Bedrooms: Three Number of Bedrooms: Well System: Permit ~ Construction Individual well ( ) Conm~unity/Pub]ic System (x) Depth of Well Well Log on File Bacterial Analysis ( ) Sewage Disposal System: On-site System (x) 'Public utility ( ) Permit # Installed 1975 Instal let Septic Tank Size Absorption Area /0oO Manufacturer -- Soils Rate _F~~ Material 7. Distances: Well to Septic Tank to Absorption Area to Sewer Line Nearest Lot line Absorption Area to Nearest Lot Line Department of Health and Environmental Protection Request for Approval of Individual Sewer and Water Facilities Legal Description: Lot 24 Block 1 Valli Vue Estates Subdivision Cored ~nt.s: Affadavit ~~~ Approved: ~_~_~>~ D~sapproved: _~__~J~__~ Date: Date: Letter Attached: ( ) Department Worksheet: ~-R MUNICIPALITY OF ANCHORA/-~ ',~','.'" Depar~men~ of Health and Environmental Pro~ection. '"~~ 825 m S~reet~ ~chorage, Alaska 99501~ ~ , ues~ ~or Approval of zndividuaZ Sewer and Water Property Owner: /~]//c/~~~ Mailing Address: d~/~ ~,v <f'~--/_/ ~d.~e~ Phone: o Name of Buyer: Mailing Address: Lending Institution Mailing Address: Phone: /~3~- J-~ e/J- Phone: Realtor/Agent: Mailing Address: Phone: Legal Description: Street Location: __~ Single Family Residence: (~ Number of Multiple Family Residence: Bedrooms: ( ) Number of Bedrooms: o Water Supply: *Individual Well ( ) Public/Co~mmunity System If Individual Well, well depth If Community System, name of system ~=e?// ~.~.i (~ Sewage Disposal System: **On-site System (~) Public System ( ) If On-site System, date of installation: __ff_~'-' ~/j~ *NOTE: A well log is required on ALL wells drilled since 6/75. ** If on-site sewer system is over two(2) years old, an adequacy test is required by this department. A fee of $25.00 must accompany each request before processing can be initiated. 3/77 December 9, 1977 R&M No. 751547 A1 Handley Star Route A, Box 37H Anchorage, Alaska 99507 Subject: Drainfield Adequacy Test, Lot 24, Block 1, Valley View Subdivision Dear Mr. Handley: On December 8, 1977, we conducted a test of the septic system on the above described property. During the test, the liquid level in the septic tank was monitored as water was added to the system. The following table sunmmrizes the measurements: Time Liquid Level Below Meter Reading Top of Standpipe in Gallons 10:03 5.75' 12544.6 10:30 5.75' 12665.0 10:50 5.625' 12744.6 10:59 5.75' 12744.6 If the 3-bedroom house on the lot will house 6 people, the average load on the system can be expected to be 450 gallons per day or 0.31 gallons per minute. The system accepted 200 gallons in 56 minutes, or 3.57 gallons per minute at the time of the test. Since the house on the lot was occupied by six people at the time of the test, it can be assumed that the leachfield is at its normal degree of saturation. We can therefore conclude that the system is performing adequately for a 3-bedroom residence. We appreciate this opportunity to be of service to you. Please do not hesitate to contact us if you have any questions or if we can be of additional service. Very truly yours, R & M CONSULTANTS, INC. Stephanie Hoag ~ Staff Geologist SH/0MB/kah Jim McCaslin Brown, Ph.D~ ~ Head~ Earth Sciences Depa~rtlhent