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Home My WebLink AboutVALLI VUE ESTATES #2 BLK 4 LT 14 oGRE/' 2 ANCHORAGE AREA BOR? 15H Department of Environmental Quality 3330 C Street Anchorage, Alaska ggs03 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION ~ 7"~-~ · j>- LEGAL DESCRIPTION SEPTIC TANK: DISTANCE ~ · FROM WELL , ~- .~.0 / INSIDE LENGTH MANUFACTURER INSIDE WIDTH NUMBER OF + MATE RIAL ~"~-~-~-- COMPARTMENTS LIQUID DEPTH LIQUID CAPACITY ~) ~"~"'GA~LLONS. TILE DRAIN FIELD: DISTANCE EROM WELL EOUND^T~ON NUMBER OF LINES ~ DISTANCE BETWEEN LINES DEPTH: TOP OFTILE TO FINISH GRADE NEAREST LOT LINE ~-~ /'~'oFTOTALLINEsLENGTH/j(~ ] TRENCH WIDTH IN. TOTAL EFFECTIVE FT, LENGTH OF EACH LINE -~'~ ~"~'~4¢'/' / DEPTH OF FILTER . / /~,¢~Z~ ~ MATERIAL BENEATH TILE ~'~- /~]~BOVE TILE ~ ]! . _ IN. WELL: TYPE (~/4~ - ~' CONSTRUCTION BUILDING NEAREST NEAREST FOUNDATION LOT LINE SEWER LINE DEPTH SEPTIC SEEPAGE TANK SYSTEM CESSPOOL OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCE FROM: DISTANCES: INSTALLED BY: ~/~/~ ~' SEWER LINE DEPTH: PIPE MATERIAL: ~-~"~ '~~ LOT SLOPE: ,'~ ,.~X~ REMARKS: DIAGRAM OF SYSTEM / / Form LQ-032 GRE,"'" ,R ANCHORAGE AREA Bor'- 3330 ''CI , STREET ANGUORAGE ALASKA 99503 SEWAGE DISPOSAL $YSTE~ ~ APPLli:ATION AND PER~IT INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE FINANCED THROUGH NOTE= THIS PERMIT 15 NOT VALID WITHOUT SOIL FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMEI~T OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL SEEPAGE ~ DRAIN FIELD T~ NEAREST LOT LINE , WELL TO SEPTIC TANK -- ;~ , SEEPAGE PET ~ DRAIN FIELD -- ~'~"~/ ALSO CONS[DER AREA WELLS. WATER MAIN TO SEPTIC TANK ,/"~ ) SEEPAGE PIT SEPTIC TANK, .~' (2'-f~) . SEEPAGE PIT /2 ~ . DRAIN FIELD ./ 4~'¢ TO RIVER, baKE. STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING (;AP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. OR LICENSED DESIGNER I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN AccOrDANCE WITH SAID CODE. ~ also certify tha~ th~s home w~]] cot]tarn a maximum of four (4) bedrooms. I understand an upgracLe~C6-d~ ~rg nece.s~mt~-~hould more bedrooms be added ,,^T~ / // .-' .'~,,"¢'¢~,~AN~'~ S.~NA~.E / Zd-/. - (--.~'/--""/ ' T.H. No. 1 5-10-75 ORG-~,~IC ........ ORGANIC SILT (ML) SILTY SANDS, Trace Gravel 0.0I 1.0' 2.0' 6°57 SILT, Trace to Some Sand and Gravel (Mt) No ~*;ater Table 16.0' T.D :NOTE: Test hole extented with tractor mounted backhoe. Log Represents Lot 14 Block 4 Valli-View Subdivision No. 2 John Jensen Property Log of Test Hole Anchorage, Alaska Engineering 8~ Geological Consultants Inc. ANC,O~a~- CA,.~A~S ALASKA ju;;[~u 5-13-75 ~Scacz 1"=3' 10wN s¥ BH [PF{OJ No.._56~021 [owe r4o. ~-01 biay 15, 1975 R&~.I No. 562021 ~. John Jensen Star Rt. A Box 1735 J Anchorage, Alaska 99507 RE: Test Hole and Soil Log Report for Sanitary System Lot 14 Block 4 Valli-View Estates No. 2 Dear ~,~. Jensen: We are submitting h~rewith the test bering results'and our comments regarding soil ~onditions encountered at the subject site. This investigation was performed in accordance with your request of May 10, 1975; and those procedures outlined in a letter dated December 19, 1974, by Mr. Rolf Strickland of the Greater Anchorage Area Borough Department of Environmental Quality. A single test hole was put do%.~ within the rot 14 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 16~0 feet below ground surface. The final log prepared for the test hole has been included in Drawing A-01. 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 contact us. Very truly yours, R & M CONSULTanTS, INC. ~james ;1. Rooney Vice-President J~qR/sc Enclosure xc: GAA!; LABORATORY Insitu Naterial ~EST ON. TEST REPORT PROdECT NO. PROJECT NAME John Jensen SA~JPLED FRO~J Test Pit No, 1 SUBMITTED BY SOURCE Lot 14 Block 4 Valii-View Subdivision No. 2 LOCATIOn; Anchorage, Alaska DEPTH..4-6' CATE SA~JPLED. 5-~0-75 CLASSIFICATION SbI DELETERIOUS MATER:AL Classification Based on Gradation STATIC IM~,~ ERSION .~OA~SE SPEC I FI,E { SP£C ~ ~ngln~gring E~ ~:aologicGI ConaulfoM'.~ R~M PROJECT NO.- 562021 .LAB NO., 75A-755 FIELD NO... 1 DATE REPORTED, 5-13-75 .DATE RECEIVE0.. 5-12-75 COMPACTION WEIGHT LOOSE. MOISTUEE - PERCENT IVIUNICtPALITY OF ANCHORAGE DEPARTIVlENT 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 GENERAL INFORR/1ATION (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) ' ,' ' ,' lb) Ap¢ieant Name Telephone: Home (c) Business Applicant Address (~'~;-~ { /¢¢~'~f~-(/~E' ~'¢/~ //¢* ¢~ //~-- ¢~'5~/"~ Applicant is (check one): Lending Institution E]; Owner/builder/~; Buyer []; Other [] (explain); (d) Lending Institution Telephone Address (e) Real Estate Company and Agent 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 J~ Public [] Note: If community well system, 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:(tf 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 PROVIDING iNSPECTIONS, TESTS, FILE SEARCH, DA'iA 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. Name of Firm /~-~'-~ .~ ~ · Telephone _.5 Address (~ ~:::7 ~- ~:~ '~ ~''¢/~ /~ Date /,¢0. ¢,~- - Engineer's Seal DNEP APPROVA!.~. ~'~ "~. _~ ~7~/~'~ Approved for ../~'~?-L/b~i bedrooms by Approved ~ DisapproveE/ _ Conditio~l¢ 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 representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy 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) WELL DATA Well Classification MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) MUNICIPALITY OF ANCHOEAGE DEPT. OF HEALTH ~FIECKLIST - FEBRUARY 1984 ENVIRONMENTAL PROTECTION 264-4720 OEO 1 9 lg85 RECEIVED Legal Description: /-. ?~'/ ~'¢/.~Z.~' ~'~? If A. B, C. D.E.C. Approve~(Y//N) Yield Well Log Present (Y/N) Date Completed Total Depth Cased to De~h of Grouting / Pump Set At 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 Fi.~ on Lot To Nearest Public Sewer Line// Cleanout/Manhole Water Sample Collect~ ~:tmermSe:l~ple Te/~sults 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 Standpipe~N) Air-tight CapON) Depression over Tank (Y(~ Pumping/Maintenance Contract on File (Y/N) Holding Tank High-Water Alarm (Y/N) Separation Distances from Septic/Holding Tank: To Water-Supply Well ~' To Property Line ~'- /0 To Water Main/Service Line ~"'~- Course ~'[" /¢0 / ~;-/%- 7~'-Size I~-'¢-~ Ne. of Compartments Foundation Cleanou~N) Date Last Pumped ; for Temporary Holding Tank Permit (Y/N) To Building Foundation To Disposal Field To Stream, Pond, Lake, or Major Drainage Comments Page I of 2 72-026(H/84) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed ~ - [ ~ - 7~~' Width of Field '~ ~ Square Feet of Absorption Area Depression over Field (Y/~ Results of Last Adequacy Test Separation Distance from Absorption Field: To Water-Supply Well ~'7~ ~:~/~ Type of System Design Length of Field Depth of Field ~- Gravel Bed Thickness ~/' Standpipes Presen&~) Date of Last Adequacy Test To E~uilding Foundation Lot 7 To Water Main/Service Line To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area. or Vehicle Storage Area Comments ~ /¢/0~ ~/)¢,¢'~0¢'¢t/ To Property Line __ ~-~ 7~- ¢,~6~ To Existing or Abandoned System on ; On Adjoining Lots ~__~'7- '~C~ ¢ 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 Dimension/ ~/lan h~ (Y/N) Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA ** Check Permitted Redroom Rating Against HAA Request ** I certify that I.~ave (;hecke~.~,)verified, or conformed to all Signed ~ /~'?'"~ Date Company ,,~.~ ~-~E MOA NO. Receipt No. ~'~.~{- Date of Payment Amount: $ MOA and HAA guidelines in effect on the date of this inspection. Page 2 of 2 72-026 (11/84} C. Reid, Ji'. .... · Nc,. 2251.E -. ,¥i :i' ': · , %;,.~ ;. Engineer's Seal DEPT. OF ENVIRONMENTAL CONSERVATION · ANCHORAGE/WESTERN DISTRICT OFFICE 437 "E" STREET, SUITE 303 ANCHORAGE, ALASKA 99501 BILL SHEFFIELD, GOVERNOR Telephone: (907) Address: 274-2533 DATE: December 2~ 1985 PWS I.D.# 210605 To Whom it May Concern: According to records on file in this office the Water Regulations va~ S/D Water System is in compliance with the State Drinking Sincerely, Michael P. Lewis Environmental Engineer elqUiROF/meFITAL COFITROL ~nqin¢¢rinq ~. ~nuironrn~tal ~tu~i¢~ 3E RUIL,,,$, II'1£. HOME EQUITY - #200-1091 P O BOX 8026 WALNUT CREEK CALIFORNIA 94596 SELLER-SAME OCT 7 1985 WILL MAIL FROM OUR OFFICE 50672 LEGAL:VALLI VUE ESTATES #2/BLOCK 4/LOT 14 ADEQUACY TEST FOR SEWER SYSTEM ADEQUACY TEST DATE-OCT 4 1985 THE TYPE OF ABSORPTION SYSTEM IS A TRENCH WITH AN AREA OF 990 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 600 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 940 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 4 BEDROOM HOME. SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF 1250 IS ADEQUATE FOR THIS 4 BEDROOM HOUSE. THE SEPTIC TANK/PACKAGE PLANT WAS PUMPED ON SEPT 21 1985 . J Time~,-- ~ ' Time Date Date Date Inspector Inspector Inspector Comments Conditional Approval Date Sewer Installed ,~ Permit No. Septic Tank Size / ~ ,~ ~ Holding Tank Size Soils Rating Well To Absorption Area Well Log Received Well ~o Tank APPLICANT FILL~ OUT LOWER HALF ONLY Property Owner Kny/~o~ 6°0 W~ Phone ' ' Buyer Z~/~ ~, Realty Co. & Agent ,, z Phone Legal Description Z~ /~ ~Z~ q F~Z ~ ~ ~-~~ Street Location¢~ / ~/:~~Z Typ~ 9f Residence ~Single Family ~ Multiple Family No. of Bedrooms ~ Other Water Supply ~ Individual A~ACH WELL LOG. A well log is required for all wells drilled since June ~Community 1975. For wells drilled prior to that date, give well depth (attach log if ~ Public Utilit~ available.) Sew~g~ Disposal ,nd vid. , /¢ ~ ~uDlio OtiHty W~oa Gonnected to ~u~Hc Otility: ~'~ ~ Holdin~ Tank STANLEY BRUST & AssOCIATES Engineers - Planners - Sur;,o,ors 1317 East 74th Avenue Anchorage, Alaska 99507 (907) 349-6577 /-"iiE pT I C SYSTEM ADEQUACY REPORT JOB NO. DATE OF REPORT LEGAL DESCRIPTION ' SECTION , T.-- N , R s UBDWm~ON"'~'~ W, S.~. , ALASKA PERFORMED FOR: PHONE NO REQUESTED l% HONE NO. TYPE OF SYSTEM' E] SEPTIC TANK- SIZE/'~r..~,/~.,~'"-~ [] CRIB OR SEEPAGE PIT I~'""~L E AC H FIELD NUMBER OF BEDROOMS ~ SEPTIC TANK WAS pUMPED I~/EES E3 NO GALLONS ., ! ~arch 30, ]_982 Mr. Raymond C. Ashmun SRA Box 23-A Anchorage, AK 99507 gubject: Lot 14 Block 4 Valli Vue Estates ~2 Approval for the lndlvldua sewer and wa~er facilities cannot be granted until the followln~ items have been completed: ~ 5%~e septic tank pumped with a receipt submitted to this department, ~ An adequacy test needs %o be performed on the existing leaching area. This test will determine if the system is adequate according to National Standards. A listing of private firms perfor~in~ ~le test is enclosed. ~lis report needs to be submitted to this office for our review. Please not3. f~ this depart~ent for a reinspection ~en the noted discrepancies have been corrected. If there are any fur%her questions, please call this ozflce at 264-4720. Sincerely~ Robert C. Pratt Associate Environmental Specialist Enclosure RP68/p/E~ ; ~.~ DATE RECEIVED :- INSPECTION APPOINTMENTS DATE ~N~i INSPECTOR CTO INSPECTOR~ 7C'~ /ViUNICIPAUTY OF ANCHORAOt: MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTIOI~NvJRONMENTAL PROTECTION 825 L Street - Anchorage, Alaska 99501 { ENVIRONMENTAL SANITATION DIVISION SEP 2. 6 1980 Telephone 264-4720 DIRECTIONS: Complete all parts oil page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPERTY OWNER I PHONE Pat and Barbara HusereauJ 344-0206 MAILING ADDRESS SRA Bo× 29A, Anchorage, Ak 99507 PROPERTY RESIDENT (If different from above) PHONE 2. BUYER PHONE Ray Ashman 265-0649 MAILING ADDRESS 1800 Beaver P1, # 4, Anchorage, Ak 3. LENDING INSTITUTION PHONE NBA 276-1132 MAILING ADDRESS 301 W Northern Lights Blvd, hnch, Ak 99503 4. REALTOR/AGENT J PHONE Bonnie Mehner, Jack White Co.I 277-1553 MAI LING ADDRESS 3201 C Street, Anchorage, Ak 99503 5. LEGAL DESCRIPTION Lt 1~, blk 4, Valli-vue Estates # 2 STREET LOCATION 6321 Brown Tree Circle 6, TYPE OF RESIDENCE NUMBER OF~BEDROOMS [] One l~] Four E~ SINGLE FAMILY [] Two [] Five [] MULTIPLE FAMILY E] Three [] Six [] Other 7. WATER SUPPLY [] INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled · [] COMMUNITY since June 1975. For wells drilled prior to that date, give weJl [] PUBLIC UTI LITY depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM [] INDIVIDUAL/ON-SITE** 1975 YEAR ON-SITE SYSTEM WAS INSTALLED. [] PUBLIC UTI LITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITI.~TED. 72-010 (Rev. 6/79) ~)~ THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHEI~ [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Comlection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM ~ERMIT NUMBER [] INDIVIDUAL/ON -SITE DATE INSTALLED []PUBLIC UTILITY Connection Verified ~ INSTALLER []Septic Tank or ~3 Holdin§ Tank Sze:. /'2-S''~ If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4, DISTANCES Septic/Holding Tank Absorption Area Sewer Line I Nearest Lot Line WELL TO: Absorption Area to nearest Lot Line 5, COMMENTS [~'~APPROVED FOR '~ BEDROOMS [%] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED DATE ,BY 72-010 (Rev. 6/79) 825 "L" STREET ANCHORAGE, ALASKA 99501 (907) 264-4111 GEORGE M. SULLIVAN MAYOR OEPARTMENFOF I{EALFHAND ENVIRONMENTAL PROTECTION Husereau/Ashman Property October 7, 1980 Pat/Barbara Husereau Star Route A Box 29A Anchorage, Alaska 99507 Subject: Lot 14 Block 4 Valli Vue Estates Subdivision #2 Approval for your individual sewer and water facilities cannot be granted until the following items have been completed: (1) The septic tank pumped with a receipt submitted to this department. (2) An adequacy test be performed on the e~isting leaching area. This test will determine if the system is adequate according to National Standards. A listing of private firms performing the test is enclosed. This report needs to be submitted to this department for our review. If there are any further questions, please call this department at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist (~,~ ~ ~ t)C°' RCP/ljw ~k~ cc: Bonnie Mehner % Jack White Company I)~ 3201 C Street 99503 fbi ' National Bank of Alaska Pouch 7-025 99510 October 3, 1980 R&IVl No. 051001-80 Jack White Company 3201 C Street Anchorage, Alaska Attention: Ms. Bonnie Mehner MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & I~NVIRONMENTAL PROTECTION OCT 8 1980 RECEIVED Re: Adequacy Test on Existing Sanitary Sewer System; ConsiSting of a Septic Tank with a Leach Field; Lot 14, Block 4, Valley View Estates ~2 Subdivision, Anchorage, Alaska Dear Ms. IV]ehner: Per your request of September 26, 1980, Dan Cooper of R&M Consultants conducted a test of the sanitary sewer system on the above described property. The test indicates acceptance rates determined under conditions at the time tested. Actual system performance over long periods of time depend on factors which cannot be evaluated by this test thus our office cannot warrant the suitability or fitness of the system for either an extended period of time or for user demand in excess of the expected flow noted herein. Factors affecting system performance include: O O O Actual use demand on the system; Fluctuations in groundwater levels; Physical conditions of the septic system, leach field, trench or seepage pit and soil. It should be noted that while a septic tank and leach field disposal system is one of the most reliable methods of sewage treatment and disposal it is nearly certain that the leach field or seepage pit will fail sometime during the useful life of the structure. Studies indicate leach fields, trenches and pits have a life expectancy of ten to twelve years under optimum conditions. All septic systems have a finite hydraulic loading capacity which can be expected to decrease with time. Because the house on the lot is occupied, we assume that the leach field was at its normal degree of saturation. During this test the liquid level in the septic tank was monitored as water was added to the system. The measure- merits and calculations are summarized on the following page: Jack White Company,~/~ October 3, 1980 Page 2 FIRST DAY Date: October 1, 1980 Water Added To Septic Tank Liquid Level Measurements Taken From Top Of Standpipe TIME GALLONS TOTAL LIQUID ADDED GALLONS LEVEL 9:48 0 0 5.25' 9:54 50 50 5.15" 10:00 50 100 5.0' 10:06 50 150 4.85' 10:12 50 200 4.85' 10:18 50 250 4.85' 10:24 50 300 4.85' 10:30 50 350 4.85' 10:36 50 400 4.85' 10:42 50 450 4.85' 10:48 50 500 4.85' 10:55 50 550 4.85' 11:01 50 600 4.85' 11:07 50 650 4.85' Date: October 2, 1980 SECOND DAY TIME GALLONS TOTAL LIQUID ADDED GALLONS LEVEL 8:36 0 0 5.25' 8:42 50 50 5.2' 8:48 50 100 5.15' 8:54 50 150 5.1' 9:01 50 200 5.1' 9:07 50 250 5.1' 9:13 50 300 5.1' 9:20 50 350 5.1' 9:26 50 400 5.1' 9:32 50 450 5.1' 9:38 50 500 5.1' 9:44 50 550 5.t' 9:50 50 600 5.1' 9:57 50 650 5.1' Jack White Company t October 3j 1980 Page 3 Date: October 3, 1980 THIRD DAY -Septic Tank Level 5.25'. The meter used during the test was a Rockwell 5/8" standard water meter which had previously been calibrated by R&M Consultants, Inc. The total daily load for the four bedroom residence is six-hundred (600) gallons; surge capacity is four-hundred eighty (480) gallons. The Municipality requires the system to accept a surge capacity of 80% of the total daily load at a rate of ten (10) gallons per minute, tested for a two day period and to accept the total daily load in twenty-four (24) hours. Failure Criteria is as follows: o Water rises excessively in septic tank at or before 80% of total load is added. o Effluent overflows the system. o Water level does not return to within one inch of static level. The first day of testing, the system accepted six-hundred fifty (650) gallons in seventy-nine (79) minutes which is more than 100% of the total daily load. The second day of testing, the system accepted six-hundred fifty (650) gallons in eighty-one (81) minutes which is more than 100% of the total daily load. The static water level on the third day had returned to within one-inch of the initial static level. We can therefore conclude that the system is disposing of effluent at an adequate rate for a typical bedroom residence. We have appreciated this opportunity to be of service to you. Please contact us if you have any questions concerning this test or if we can be of additional service. Very truly yours, R&M CONSULTANTS~ INC. Richard S. Giessel Senior Engineer DC: RSG/jat GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received April 21, 1976 Time of Inspection Date of Inspection 2:30 p~m. 4-22-76 Thurs. REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR Les. Cony. l. Appr0va] requested by: Alaskastate Bank % Rosie Parks Mailing Address: 310 East Northern Lights Phone: 2. Property 0wner: Taku Builders Phone: Mailing Address: Star Route A Box 1935-J 344-0364 Legal Description: Lot 14 Block 4 Valli Vue Subdivision 5. Type of facility to be inspected Single Family No. of bedrooms 6. Well Data: A. Type C. Construction Community B. Depth D. Bacterial Analysis 7. Sewage Disposal System: On-site system A. Installed 1975 B. Installer C. Septic Tank: l. Size 1,250 2. Manufacturer D. Seepage Pit: 1. Absorption Area 2. Material E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank Nearest lOt line B. Foundation to septic tank Absorption area Othe~ ,.contaml nat~ on , Absorp%ion area , Sewer Lines __ C. Absorption area to nearest lot line EQ-034 (1/74) Page 1 of two pages Page '2 of two p~ges -Re~ .st for Approval ~of I~dividual .~ 'er & Water Facilities Legal Description , Lot 14 Block 4 Valli Vue Subdivision Comments Approved ~t~x~,/.~ Disapproved Date ~//,~]~;~-/~ Appr(~Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained ih 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) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL 2510 Ea~ Tudor Road, Anchorage, Alaska 99504 276-2221 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES VA FHA Type of Inspection: CMRO Property Owner: '~/Y'~'/'U ~--~-~/~/~-~.--'~'~ - ~/~/~---~ - Mailing Addres~ ~/~-~ ~'-~ _ CONV:, Day Phone: '~x-Xc/Z/~Y'~ '~'~ / Mailing Address: 4. Name of Lending Institution: Mailing Address: 5. Name of Realtor or Agent: Day Phone: Phone: Mailing Address: Phone: Legal Description: ~ //~'/ ~f'~Z.'''~/ ~ ,/~/'/'~-K" Location: F~~(' /t~)~ ~-~ ':'/~"~ 7. Type of Facility to be Inspected: 8. Water Supply Type of Supply: If Individual, number of dwellings presently served If Individual, depth of well Sewage Disposal System Type of System: Public Utility If Individual, date of installation Individual (on-site) 72 003(3/76)