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Home My WebLink AboutVALLI VUE ESTATES #2 BLK 1 LT 52I I MUNICIPALITY OF ANCHORAGE POUCH 6-650 ANCHORAGE, ALASKA 99502 Department of Health and Environmental Protection 3330 C Street Anchorage, Alaska 99503 274-4561 4.1 December 23, 1975 Hr. Michael Smith Star Route A Box 35-L Anchorage, Alaska 99507 Subject: Complaint of sewer system Dear Mr. Smith: sizing The records in this office indicate the sewer system for Lot 52 Block I Vali Vue Subdivision has a tank adequate for a three bedroom residence and an absorption pit that is suitable for a Spur bedroom home. This department issued permits to excavators for the number of bedrooms requested during the time Lot 52 Block 1 Vali Vue was under construction. Since that time the State Attorney General's Office has informed this department that an excavator must construct sewer systems adequate for the residence including the possibility of finishing off the basement. If the residence was misrepresented as to size and sewer system design, you may want to contact Consumer Protection in Anchorage. If you have any further questions, do not hesitate to contact this office at 274-4561, extension 135. Sincerely, Les N. Buchholz Sanitarian LNB/ljh 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 PermitNumber: ..~lx./ ~¥011~ PIDNumber: Ol,.,,c1~,.~07 Name: ~ ~ C~¢( E. ~ ~4 Wastewater System: D ~ew. B Upgrade 3 V~'~I IN°'°f~edt°ems: B Deep Trench B Shallow Trench ~Bed BMound ~Other GPD/Sq, Ft. Subdivision:.. ~ )epth to pipe bottom from original grade: Gravel depth beneath pipe Ft. Ft. Township: I Range: I Section: Fill added above original grade: Gr~vel length: I Ft. Ft. WELL: N, 4, ~ New ~ Upgrade Gravelwidth: Numberotlines: I~ista~cebet*een~ines: Classification (Private, A.B.C): Total Depth: Cased To: Total absorption area: Pipe material: Yield: GPM~1 Pump 8et at: Ft. I Casing Height Above Ground:Ft. TANK SEPARATION DISTANCES ~septic ~ Holding B S.T.E.P. From T*nk Field S~a=io, Tm~k Se~er Lines ~ C~O¢ ~¢ ~ Number of Compartments: w~,~, > ~oo, LIFT STATION - LineL°t ~1 Size in gallons: J Manufacturer: I Foundation ~ ~ "Pump on*' level at:* "Pump off" level at: ~ High w~ter alarm at: Curtain Pump Ma~e & Model ~ Electrical inspections performed by: : Location and Description: ENGINEER'S SEAL Inspections performed by: FI~F~ ~ ~c Dates: 1st ~-/9/9y .~.'~z~ Department of Heal~d~ Hum~rvices approval ~ .,H,o~o~s~ Reviewed and approved ~?~"'t [ I LOT 42 , EXISTING ,' SEEPAGE-~ SEPTIC TANK TEST - HOLE #1 LOT 41 ,' REPLACEMENT SITE FOR FUTURE 56' LONG ' TRENCH W 4 5' GRAVEL ,' SWING TIES "-._.. LOT 51 NEW 1250 GAL. HOUSE LOT 52 BLOCK 1 ,' FROM: COR."A" COR"B" TO: C,O, "C" 18,5' 27' C.O. "D" 26' 27.5' PLAN VIEW SCALE: 1" = 40' FINAL GROUND SURFACE 3' + OVER TOP OF TANK 1250 GALLON SEPTIC TANK INV. 94.04 CROSS SECTION VIEW NOT TO SCALE TBM (BOTTOM OF SIDING) ¢ / / / / / LOT 52, BLK. 1, VALLI VUE EST #2 SEPTIC TANK REPLACEMENT AS-BUILT PLAN AND CROSS-SECTION FLATTOP TECHNICAL SERVICES 14530 ECHO STREET ANCHORAGE, AK, 99516 SCALE: AS SHOWN DRAWN BY: TFM DATE: JUNE, 1994 // I I TEST HOLE LEGAL DESCRIPTION: DATE PERFORMED: PERFORMED FOR: DEPTH (feet) 1 FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 SOILS LOG -- PERCOLATION TEST g0- Lot 52, Block 1, Valli Vue Estates #2 May 9, 1994 Mike Smith Pt SM Reddish sandy loam SM Tan silty sand SP Gray gravelly sand SM Tan silty sand Damp, some smearing SP Gray gravelly sand Sidewalls stable SLOPE Depth to Groundwater Date No ~ronndwater 5fl)/94 SM Tan silty sand No smearing Becomes gravelly and hard digging near bottom Clock Net Time Percometer Net Drop Date Reading Time (minutes) Reading (inches) 5/9 8 gallon presoak 12:35 P.M. <1 0 water all gone PERCOLATION RATE <<1 (minutes/inch) PERC HOLE DIAMETER 6 TEST RUN BETWEEN 9,0 FT AND 9.5 FT COMMENTS: Test hole dug to determine suitability of replacement site, if original system were re-rated for 4 bedrooms. The perc test hole accepted 8 gallons of water as fast as it could be poured from the container. A sieve analysis of material from perc test hole showed it to be classified as SP PERFORMED BY FLATTOP TECHNICAL SERVICES. I~'~ ~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WiTH ALL STATE AND MUNICiPALs_., GUIDELINES IN EFFECT ON THiS DATE. DATE; ',,.7't.~'/1 ~. '~.~ /~ ~ ~r [ I LABORATORY TEST REPORT R&M CONSULTANTS, INC. giO1 VANGUARD OR. ANCHORAGE, ALASKA 99507 PH 907-522-1707 CLIENT/PROJECT: Flat-top Tech. Services / Valli Voe Estates TEST ON: Field sample SOURCE: Insitu SAMPLED FROM: Lot 52, Block 1 LOCATION: Test hole #1 SUBMITTED BY: Client DATE SAMPLED: 5/10/94 DEPTH: 9.5' R&M PROJECT:' LAB NO.: 4033 FIELD NO.: 1 DATE REPORTED: 5/12/94 DATE RECEIVED: 5/10/94 GRAIN SIZE DISTRIBUTION CLASSIFICATION COMPACTION SIEVE5. II % PASS SPEC. UNIFIED AASHO t FAA ~% + 10 OPTIMUM MOISTURE: 4" % + 3 MAX. WET DENSITY: 3" % GRAVEL 41 MAX. DRY DENSITY: 2" % SAND 56 CORR. MAX. DRY DENSITY: 1 1/2" % SILT 3.1 % FRACTURE: 1" 100 % CLAY METHOD: 3/4" 96 FSV NATURAL DENSITY: 1/2" 87 LL NATURAL MOISTURE: 3/8" j 78 J PL WEIGHT LOOSE: #4 59 PI WEIGHT RODDED: #8 CLASS SP #10 42 #16 GRAIN SIZE DISTRIBUTION CHART #20 27 j .............................. .Y~M~T~ ...... I #30 1.°0 h-i-i-~ ~- '--~ llll ...... #40 15 ~ *o m,,,, I ,,,,,""Il I ,' ,' -- 6o ,,,~l I ,,,,, ~ ...... ',Ill I I '"" ' #60 7.2 ~.... · ',lll!l '""j ~o .... I', """ ...... IIIII #80 ~ 4o111111 ' ""Il '"'i', , #100 4.5 ~, ,,,~ll I"lll I Hill m 2o,,,,J J '"'' JJlll i #2ool3.1 ,o""J IHt~J= I=I,,i 1~ '""= """" ' J I ........ Jl .... ,,, a--~ I1~',',, ,,,,l : .02MM o IIIII ' IIII !I'1 . ~oo ~o ~ o.~ o.o~ o.oo~ ,005MM ---- GRAIN SIZE (mm) .002MM TOTAL WT. TESTED: 1,026 GMS. COARSE SPEC J FINE ! SPEC ! -- I I- ORGANIC CONTENT %: L.A. ABRASION LOSS: REMARKS: DELETERIOUS MAT. MINUS #200 MESH SOFT FRAGMENTS COAT & LIG, OR L.T.WT,pT. CLAY LUMPS STICKS & ROOTS FRIABLE PARTICLES ~l ! J I -I--~' j I--I i--' MOISTURE - PERCENT Tested By: CLP Checked By: DKJ PAGE 1 OF 1 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 PERMIT NUMBER:SW940116 DESIGN ENGINEER:FLATTOP TECHNICAL SERVICES OWNER NAME:SMITH MICHAEL C T & LINDA L D OWNER ADDRESS:6640 ROUND TREE DR ANCHORAGE, AK 99516 DATE ISSUED: 5/05/94 EXPIRATION DATE: 5/05/95 PARCEL ID:01512307 LEGAL DESCRIPTION: VALLI VUE ESTATES #2 BLK 1 L T 52 LOT SIZE: 20748 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: 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 OR 343-4681 AFTER BUSINESS 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: I I LOT 43 tt LOT 42 LOT 41 ' ' ' ' -.. LOT 51 ~ EXISTING NEW 1250GAL. ,' SEEPAGI SEPTIC TANK PIT EXISTING 1000 GAL. SEPTIC TANK (TO BE ABANDONED) HOUSE LOT 52 BLOCK 1 LOT 53 NOTE: LOTS IN THIS SUBDIVISION ARE SERVED BY A COMMUNITY WATER SYSTEM. NO WELLS ARE WITHIN 200 FEET OF THE SEPTIC SYSTEM / / / / / / / / / / / / / / / / LOT 5 BLK. 6 LOT 52, BLK 1, VALLI VUE EST. #2 SEPTIC TANK REPLACEMENT SITE PLAN FLATTOP TECHNICAL SERVICES 1 INCH = 40 FEET 14530 ECHO STREET DRAWN BY TFM ANCHORAGE, ALASKA 99516 DATE: MAY, 1994 NOTE: THIS IS NOT A SURVEYED PLAT. ALL LOCATIONS SHOWN ARE APPROXIMATE· GRE: IER ANCHORAGE AREA BOF UGH ~.'.~.~FJF~ Department of Environmental Quality ' ~--~'- 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ~-Z;~//~ /~/-/'~C~/~/~'~,/ MAILING ADDRESS ~,~/, ,~dy /f"-~'7 PHONE'~//~Z-//[~"Y/'~'~ LOCATION .//'~/~//t,'~ ~'., /~/2~'~/zJg/ LEGAL DESCR,PTION ,"~// SEPTIC TANK: DISTANCE ~ NUMBER OF FROM WELL/~/~2/~ MANUFACTURER ~'~'~ ~'l-~g,~- MATERIAL -('/'~'~'~ COMPARTMENTS ~ INSIDE LENGTH --' INSIDE WIDTH --' LIQUID DEPTH --' .LIQUID CAPACITY /~ GALLONS. SEEPAGE PIT: NUMBER OF PITS / DIAMETER -- OR WIDTH /~/'~:. LENGTH /'~%/ DEPTH LINING MATERIAL,~/'~[~,['~4~///~CRIB SIZE: DIAMETER Y/DEPTH ~ / DISTANCE FROM: WELL ~~. BUILDING FOUNDATION~ 1~ NEAREST LOT LINE ~/~ TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) ~/~//~/~SQ. FT. ADDITIONAL ABSORPTION WELL: TYPE ,/~/2Z//Z/~/~ CONSTRUCTION, DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION_ LOT LINE SEWER LINE TANK SYSTEM CESSPOOL OTHER SOURCES APPROVED __ DISAPPROVED REMARKS DISTANCES: , C'/~//~/b INSTALLED BY: PIPE MATE RIAL: ~-'~/[/~2~ LOT SLOPE: ~-~/ REMARKS: ~'/~'~/Z2,~//'~ Form NO. EQ-031 DIAGRAM OF SYSTEM DATE /'~/~/~'/:~/ APPROVED ~ ~Z~ G.A.A.B. · ' GP' )'ER ANCHORAGE AREA BOROUGH "~ Deparanent of Environmental Quality - = 333" "~" "' - - u ~ ~'creer Ancho'r~ge~ Alaska 99503 PerF°rm~' ~ tn]~ form repolts: So~ls log / , PercolatJon test Depth Feet T - Was ground water encountered? If yes, at what depth? ' "Reading Date Gross Time Net Time Depth to H2O Percolal;ion rA~e --minute~ ..... Prouosed i ~s~,llat~on Seepage Pit ..... Net Drop Drain Field ' O.p~.n of Inlef .. ~ . Depth ~o bottoln of pit or trench , Flattop Technical Serv~es 14530 Echo Street, Anchorage, AK99516 Phone (907) 345-1355 Lot 52, Block 1, Valli Vue Estates 6640 Round Tree Drive Septic Tank Replacement Specifications 1.0 General: 1.1 The scope of the project consists of abandoning an existing 1000 gallon septic tank and installing a new 1250 gallon septic tank. 1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor deviations from these drawings may be allowed or required by the engineer conducting the inspections. Al/construction procedures and material specifications shall conform with Municipal and State requirements. All separation distances shall be in confmxnance with Municipal requirements, unless specifically waived. 1.3 The contractor shall be responsible to obtain any necessary utility locates, and to work around any buffed utilities. 1.4 The contractor shall provide adequate cover material and rough grading over al/system components to ensure that proper ch'ainage is achieved after settlement and that there are no residual depressions. Insofar as possible the contractor shall minimize damage to trees and existing lawn areas. 1.5 Unless specifically agn'eed otherwise, the homeowner shall be responsible for finish grading after the soil is compacted, as well as placement of topsoil and reseeding all areas disturbed by the construction. 2.0 Septic Tank: 2.1 The existing 1000 septic tank must be properly abandoned by thoroughly pumping, removing the top and backfilling with soil, or disposal at the Municipal landfill. 2.2 The new 1250 gallon, 2 compartment septic tank shall be Municipally approved and shall be set level on undisturbed soil. Each compartment shall be equipped with a watertight manhole cover and a 4" cleanout. If the tank is buried less than 4 feet, it shall be insulated with 2 inches of approved burial type, rigid insulation. ~ 2.3 All pipe connections to the tank shall be equipped with waterproof mechanical couplings. The waste line fi'om the residence to the septic tank shall have a minimum slope of 1/4'" per foot, and the waste line between the tank and the soil absorption system shall have a minimum slope of 1/8" per foot. A cleanout shall be installed within 5 feet of the building foundation, and a double cleanout shall be installed within 5 feet downstream of the septic tank. 3.0 Inspection: 3.1 One engineering inspection will be required after the new tank has been set level and the piping connected, but prior to backfill. The installer shall coordinate the timing of the inspection with the engineer sufficiently far in advance to ensure the availability of the engineer. I I m ;> 0 1~ 1 ~ o MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D.# GENERAL INFORMATION Complete legal description Lot 52; Block I; Val~ vUe EstateS #2 Location (site address or directions) Property owner Mailing address Mike Smith 6640 Round Tree Drive A~¢ho~age~ AK Lending agency 6640 Round Tree Drive Anchorage, Day phone 346-2551 AK 99516 Day phone Mailing address Agent Address Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: $ ~ TYPE OF WATER SUPPLY: Individual well Community well XXX Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: XXX If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev, 1/91) Front MOA #21 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 on the information obtained from the Municipality of Anchorage files and from my inves!i_gation 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. $ & $ ENGINEERING ~ Phone _~'c/~'. ~-~, Name of Firm . 17034 Eagle River~p~d No. 2~ Engineer's signature Date DHHS SIGNATURE X Approved for ~ bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments Date /2_ - ,/~T _,.C,.y 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 DHHS does this as a courtesy to purchasers of homes 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. I I Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: /~-5~,0-//7-~-/~ I/ ~.~_L~.7_- ~/c~ ,~-57 Parcel I.D. A. Well Data Well type ~IA/~/VI'~,/ .If A, B, or C, attach ADEC letter. ADEC water system number Log present (Y/N) d//'~ Date completed ~ Driller ,,'~/'//~ Total depth ~/~ Cased to ~./~ Casing height/t///~ Sanitary seal (Y/N) ~'~/~ Wires properly protected (Y/N) FROM WELL LOG AT INSPECTION Date of test Static water level Pump level1 SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot Absorption field on lot ~00 '~ ; On adjacent lots ,f~'/,,/} Public sewer main /~/,~ Public sewer manhole/cleanout Sewer service line ~'/y~tr- Petroleum tank ~CYU?~ /~zV0~J WATER SAMPLE RESULTS: Coliform Date of sample: Nitrate /~.//~ Ot~e//~acte ria /~]" Collected by: B. SEPTIC~I~TANK DATA Date'installed 5/ab / ~ ~ Tank size /~ ~-,,~-'~-- Compartments Cleanouts{~N) 0/~ F'-_ /Y~',~- Foundation cleanout (~N) /~/'C, Z, Depression (Y/N) High water alarm (Y/N) ~J//~ Alarm tested (Y/N) Date of pumping /0 -/~ - ? ~ Pumper ~t~/~C~ SEPARATION DISTANCES FROM SEPTIC/t!I~ TANK TO: Well(s) on lot /LJ/~ On adjacent lots ~ ~ '~ Foundation To property line O~~ ~4 Absorption field ] ~ ' Water main/service line Surface water/drainage I O0 /- 72-026 (3/93)* Front CONTINUED ON BACK PAGE ~-~.C.~LI~FT_ _"-~STATION //~ Date inst"~la [ed~. Manufacturer Size in gallons ~ Manhole/Access ( Vent (Y/N)__ __ ~M~ ~ ....-.-"'""~" P u mp off" Level at High water alarm level _ ~ Cycles tested ~ Meets MOA electrical cedes (Y/N) ~ ~ SEPARAT~~ STATION TO: ~ On adjacent lots Wet Sudace water D. ABSORPTION FIELD DATA Date installed Length I ~ ' Total absorption area Date of adequacy test Width Soil rating (GPD/Ft2) ~ ~ Gravel thickness Cleanout present ~) Results (pass/fail) Water level in absorption field before test Peroxide treatment (past 12 m~nths) (Y/~ ABSORPTION FIELD TO: On adjacent lots SEPARATION DISTANCE~'ROM Well on lot To building foundation On adjacent lots Systemtype ~'El~(n~'- '/~/7 Total depth / Depression over field (Y/~) /'~Jo for ~' Bedrooms If yes, give date c~ Ofj ~F- Property line To existing or abandoned system on lot /v,//) Water main/service line Surface water Curtain drain Driveway, parking/vehicle storage area E. ENGINEER'S CERTIFICATION HAA Fee $ Date of Payment Receipt Number I certify that I have checked, veri' , or conformed to all MOA and HAA guidelines in effect on the da~e"o~ this inspection. Engineer's Name~..-.e.~NG!N~.ERIN.O ........ ,::'' Waiver Fee $. Date of Payment Receipt Number. 72-026 (3/93)* Back