The URL can be used to link to this page

Home My WebLink AboutVALLI VUE ESTATES #2 BLK 6 LT 32 Municipality of Anchorage Page I of..,,~._ 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 Name:~-.O_I"¢~IZ'~'~O.';.i, Vl,/H.!..tA~"4, WastewaterSystem: r"iNew ,[~'Upgrade Address: ~ ' L~'~Ho &P_ool4~-~ T~,E~ c.-~F-.. ABSORPTION FIELD Phone: ~o~[.. ~t'~0 "~ uqorooms: ~"Deep Trench [] ShalJowTrench [] Bed [] Mound. [] Other No. of Soil Rating: Total Depth from original grade: LEGAL DESCRIPTION .~O._ 1- ~ GPD/Sq. Pt, 1~, t I Section: Fill added above original grade: Gravel length: WELL: [] New [] Upgrade Sravel d~,~: ~ Ft. Number of Iines:jIIDistsnca betweenline$:Ft. Classification (Private, A,B,C): Total Oepth: Cased TO: Total absorption area: Pipe material: Drlirer: Date Drilled: Static Water Level: installer: Date Installed; Yield: GPMII Pump Set at: Ft. I Ca,~.g ,~g,i ^~e,~ ,,o,,d:~t. TANK SEPARATION DISTANCES [~Septic [] Holding [] S.T.E.P. TO Septic Absorption Lift HoIding Public/PrivateManufacturer: Capacity In gallons: From Tank Field Station Tank Sewer Lines ~,r ~. (r,,, J.,.~ Number of Compartments: Surface Water NIO 1'-1 ~' LIFT STATION 7' "Bump°n"'eva' I" ump°"" eve'at: I"'*h tte 'a m at: Curtain Pump Make & Modal I Electrical Inspections performed by: Drain Remarks: BENCH MARK Location and Description: lnspectionsperformed by' 0 ,~ Dates'10t I°/t 2nd Department of Health.arid Human-'S~rv~ces annrnwl ~(, .,','- '.~. Reviewed and approved x £5 fl ?% 50 75 100 ~ _ - j ',, $CALE: ]' = 5O FT,\ // SPURKLAND P,E. ~03 W ]5TH, AMENUE ANCH, AK, 99561 L£T $8 3L~JCK 6 V~LLI VUE ESTATE SEC 14, finn 1~3JV 6740 CRDDKEB T/~EE CIRCLE 'SEPTIC SYSTEM ASBUILT DATE, ~E~ 36]935 SHEET~ £/3 GRID, 8539 Clean gtano/arct TrenCh; L£T LINE $2 Monitor Clean 10 MIN L Lan9 /~' Se~/er rock under plpe 3' Cover Cleanou~s 3' Cover lO0-+[ 1850 gal Sep#c tank Monitor Double Clean ExJ~'t, Oround 4' MIn Cover over Tank ,aP/ 140 10 f,t of' £epflc UNDER PIPE N~ SCALE 80 _DT 32 BLgCK 6 VALLI VUE BILL RDBERTSDN 6740 CR£DKED TREE CIRCLE 12~ gal, sep'tlc 'tank SEPTI~ SYSTEM'DESIGN D~T? SEPL 2~ I993 SHEET, 3/3 GRID, 3136 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 PAGE 1 OF 1 PERMIT NUMBER:SW93041t DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:ROBERTSON WILLIAM A & OWNER ADDRESS:6740 CROOKED TREE CIR ANCHORAGE, AK 99516 DATE ISSUED:10/06/93 EXPIRATION DATE:10/06/94 PARCEL ID:01512320 LEGAL DESCRIPTION: VALLI VUE ESTATES #2 BLK 6 L T 32 LOT SIZE: 21036 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1o 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 THE FOLLOWING SPECIAL PROVISIONS. 203 W 15th. Avenue~ Suite 206 ANCHORAGE, ALASKA 99501 (907) 279-39i6 SEPTIC SYSTEM DESIGN WILLIAN ROBERTSON No Ground Wa~er or Impervious Layer to 18 ~t. Percolation Rate at 5 feet: 1 min / inch i.2 gal/sq.ft/da¥ Use Standard Trench Required Area per Bedroom: 150/ 1.2 = !25 sq.-Ft.. Testhoie Total Depth 18 ft L_ess 6 feet i. 2 Less 3 Cover 9 Rock Depth 7 Number of Bedrooms 4 Existing system 3 bedrooms Provide replacement site Length of Trenc_h 125 ~ 4 / 14 = 36 '~t STANDARD TRENCH TOTAL LENGTH 56 FT. TOTAL WIDTH 2 FT. TOTAL DEPTH ii ROCK DEPTH 7 FT. COVER SEPTIC TANK 1250 GAL. PO~P AND CRUSH EXiSTiNG TANK INSTALL BAFFLES ON EXISTING CRIB CONNECT NEW TRENCH TO CRIB. 1-here are p.e developed er natural surface / sub surface draieage courses on this or khe adjacent lots. 'The proposed septic system ~iii not change the general slope of the area. Pending a;~d/or coocer.~tration of sur-Face runoff will not resuiE from this installation. This subdivision is served by community water system. ~ithin 200 feet. I',k; wel 1 s Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST DATE PERFORMED:.__ LEGAL BESCRIPTION: ~l~)J~; '~'~i ~ [/~ ~p ~/~'~ Township, Range, Section: ~,¢.¢_ y_~ ¢_0,.~ ~f¢._ SLOPE SITE PLAN 10 11 12 13 14. 15 16 17 18 19 2O PERFORMED BY: WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT ~) DEPTH? p Depth to Water Alter Monitoring? Date: Gross Net Depth to Net Reading Date Time Time Water Drop O '7 PERCOLATION RATE TEST RUN BETWEJ~N CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) 09/20/93 18:15 ~907 522 3493 R&3I CONSULTANTS LABORATORY TEST REPORT 002/003 CLIENT/PROJECT: Bill Ro~b.e_r~.son / Property_ .......................................................................................... TEST ON: Field,.Sa_~p.[~......~:..(N.~.0...w.~§.h.~~ .......................................... SOURCE: SUBMI%I-ED BY: Client SAMPLED FROM: DATE SAMPLED: LOCATION: DEPTH: R&M P R 0 J ECT: ..l~_e~.din~_.. LAB NO.: 3396B FIELD NO,', DATE REPORTED: 9/20/93 DATE RECEIVED: ;RAIN SIZE DISTRIBUTION CLASSIFICATION COMPACTION SIEVE % PASS SPEC, UNIFIED AASHO I FAA 5" % + 10 ! OPTIMUM MOISTURE: 4" ~00 + ;3 MAX, WET DENSITY: 3" 98 % GRAVEL 22 MAX. DRY DENSITY: 2" SAND 70 CORR. MAX. DRY DENSITY: 1 1/2" % SILT 8 FRACTURE: 1" METHOD: 3/4" fSV NATURAL DENSITY; 1/2" LL NATURAL MOISTURE: 3/8" PL WEIGHT LOOSE: ~4 PI WEIGHT ROBBED: #8 CLASS #10 74 ..... #3o'-'] .............. ;Z;[Z.'Z .............. ......... '"'"6'6 //60 54 ..j #so #200 8.1 ':'(~05M M .................. / ................. .O02MM 9O ,.m, ~o GRAIN SIZE DISTRIBUTION CHART GRAIN SITE (mm) TOTAL WT, TESTED; 17,640 GMS, COARSI~ I "~PEC FINE DELETERIOUS MAT. MOISTURE - PERCENT TCslod By: C~,~; Checked By: D.G. ORGANIC CONTENT %; L.A. ABRASION LOSS: ............................... Signed R¥: ................................................................................................... REMARKS: Coefficient of Uniform[W: 4,.09 Coefficient of Curvature: 0.670 EXIST. CDNC. CRIB -- / / / /~ 'REPLACEMENT TRENCH / ./ .~ ~ ~ ~ / / ~ ~' -,~'. ~. / / , -. ,,/,,' , ~ . III I I / / I / / (907) B79-3916 75 SCALE: 1' = $0 FL / TDBBEN SPURKLAND P,E, 803 ~ 15TH. AVENUE ANCH, AK, 99501 LET 32 3LOCK 6 VALLI SEC 1~ TI~N R3~/ 6740 CR££KED TREE CIRCLE PTIC SYSTEM 3£SIGN DATE: SEP~£1,]993 ~-EET~ £/3 GRIS, 2539 36 LD[ LINE i0 MIN Clean l~ut; Standard Trench: 2' Wide 26' Long 11' Deep 7' Sewer rock under plpe 3' Cover Cleonouts ~ /~ Monitor /--- 4' Topsd! / ~ afl 140 ~~ .... 7 Ft oF Septic ~ocl( / UNgER PIPE Double Clean Duts · '. '~'~ 1250 gal Septic tank ND SCALE Exist, Ground 4' ~'n Cover over Tank 1250gal, septic ~onk TDBBEN SPURKLAND P,E, ~03 ~]5th Ave Anchorage Ak 99501 3LLTCK 6 VALLI VUE E£TA 3ILL RD3ERTSDN 6740 CRDDKE~2 TREE CIRCLE SEPTIC SYSTEH DESIGN ]]^TE, SEPL ~4, 19~3 SHEET, 3/3 GRID, 3]36 / ...,, TDBBEN SPURKLAND P,E, 203 W 15TH. AVENUE ANCH. AK, 99501 LOT $~ gLllCK 6 VALLI VUE E£TATE SEC l'ri, TI~N R3W 6740 CRO£KEB TREE CIRCLE SEPTIC SYSTEM DESIGN DATE~ SEPT. £1, 1993 SHEET~ 1/3 GRID, 2539 GRE JR ANCHORAGE AREA BOF Department of Environmental (~ualJty 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ~/-/'~/ //~/~'(~/U]~MAILING ADDRESS ~ /--.,20,.~'~' PHONE LOCAT'ON ~__ 0 0 J~2 ~7~-~'" ~,~. LEGAL DESCRIPTION ZOO- '~ ~"2',/~/c' ~ sEpTIC TANK: DISTANCE ~ ~/~¢~/' FROM WELL MANUFACTURER NUMBER OF COMPARTMENTS / INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH .LIQUID CAPACITY /d~ d GALLONS. SEEPAGE PIT: NUMBER OF PITS /. DIAMETER OR WIDTH LENGTH DEPTH ~ / LINING MATERIAL ~/A/~-¢ ~/ CRIB SIZE: DIAMETER__DEPTH ~ DISTANCE FROM: WELL BUILDING FOUNDATION ~ /-t' NEAREST LOT LINE ,~ /'~- TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FT. ADDITIONAL ABSORPTION TYPE CONSTRUCTION DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC /~- SEEPAGE FOUNDATION LOT LINE SEWER LINE TANK //~ ', SYSTEM CESSPOOL ., OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCES: INSTALLED BY: PIPE MATERIAL: LOT SLOPE: r~ REMARKS: (~ ~-7' ~/V'//__ Form NO. EQ~031 DIAGRAM OF SYSTEM DATE G.A.A.B. GrEATEr ANCHORAGE ArEA BorOUGh DEPARTMENT OF ENVIRONMENTAL QUALITY SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PeRmiT NO. NAME OF APPLICANT INSTALLATION LOCATION' MAILING ADDRESS PHONE INSTALLATION OF SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH SOIL TEST RESULTS · COMPLETION DATE ANTICIPATED SEEPAGE PIT , DRAIN FIELD .. OTHER TO BE INSTALLED BY FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE TYPE ~ ' SEEPAGE AREA SIZE TYPE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK SEEPAGE PIT TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD SEPTIC TANK, -. SEEPAGE PIT TO RIVER, LAKE, STREAM. DRAII~ FIELD SEEPAGE PIT ALSO CONSIDER AREA WELLS SI~EPAG E PIT ' ., DRAIN FIELD CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET iNTO UNDISTURBED 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. DIAGRAM OF' SYSTEM 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. DATE APPLICANT'S SIGNATURE Performeo Legal This GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVirONMeNTAL OUAL~TY Case ~ 3330 "C' Street ANCHORAGE, ALASKA 99503 DescriPtion: -ot?2 Subdivis,on Form Re~orts Soils L, og_/N/ Percolation Test Soil Test Must 3e Logged To 4' Below Proposed Seepage System Soil Characteristics Deoth Feet 3~ 4-- 5-- 7-- 8~ 9 10 11 12 13-- 14 -- __~ Was Grouna Water Encountered? [f Yes, At What Depth? Reading Date Gross Time Net Time Proposeo Installation: Seepage Pit Drain Field Depth of Inlet Depth to Bottom 6~F-Pit or TrencH- DePth to H20 Net Dro Test Performed BY _~ Date Certified BY: Date: ?'bartment of Environmental Qualib~\ ~Vater and Sewer Questionnaire Subdivision l/a/// I/~ ~ Mailing Address: ~,f// ~e~ ~C.;/~,. Date ~ /~ , Time ?f)o/2~ , Block d , Lot 32- Questions: 1, How many bedrooms are now in your house? 2. How many bedrooms were in the house at the time of purchase? 3. Were the basement bedroom walls "roughed in" at the time of purchase? 4. Was the basement bathroom plumbing "roughed in" at the time of purchase? 5. Did the }'ealtor or builder inform you that you would have to enlarge the existing sewer system if you finished the basement bedroom (s)? J/~ 6. If on a public water supply, do you always have an adequate supply of water? ,,k'~ ~ 7. Is the pressure always adequate? 8. Who was the builder? ~-~ A~/~0~, ~ 9. Who was the home purchased from? OTHER COMMENTS: /2,,,./dc,. COSA Checklist Legal Description: VALLI VUE ESTATES #2 BLOCK 6, LOT 32 Parcel ID: 015-123-20 If more than 1 septic system on lot: COSA Checklist # of Structure served by this system A. WELL DATA – CLASS A WATER SYSTEM Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Well production at time of test gpm Water storage tank volume gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date of Sample Comments __________________________________________________________________________________ B. TANK DATA Age of tank(s) 27 years Tank type/material SEPTIC / STEEL Measured operating fluid level in septic tank 49” Standpipes/foundation cleanout per record drawing Date of pumping 9/7/2020 C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: SEE MOA TANK ADVISORY D. ABSORPTION FIELD DATA Which system tested (date installed) 10/11/1993 ALL standpipes present per record drawing Total measured depth from grade 14.3 ft (max) Measured depth to pipe invert from grade 4.6 ft (min) N/A – pressurized field Monitor tubes go to bottom of effective. If not, state depth into effective APPROX. 9.7’ INTO THE 10’ ED Code-required soil cover over field System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Adequacy test date 9/7/2020 Results Pass For 4 bedrooms Fluid depth prior to test 0 in Water added 750 gal New depth 11 in Elapsed time 1380 min Final fluid depth 0 in Absorption rate 600 gpd Any rejuvenation treatment (past 12 months) N If yes, enter date Comments/Deficiencies:. E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’ Yes if No ft Absorption Field on Lot > 100’ Yes if No ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’ Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10’ Yes if No *7 ft Property Line > 5’ Yes if No ft Absorption Field > 5’ Yes if No ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10’ Yes if No ft Property Line > 10’ Yes if No ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft If absorption field is under driveway comment below Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No F. ENGINEER’S COMMENTS *MET CODE AT TIME OF INSTALLATION. DECK SUPPORTS / PILES ARE NOT OVER TANK & EXTEND TO BOTTOM OF TANK ELEVATION OR LOWER. G. ENGINEER’S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. 10/7/2020 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 907‐343‐7904 On‐Site Water and Wastewater Section Fax: 343‐7997 www.muni.org/onsite Mailing Address: P. O. Box 196650 * Anchorage, Alaska 99519‐6650 * www.muni.org Septic Tank Advisory Certificate of On‐Site Systems Approval # OSC201522 Subdivision: Valli Vue Estates #2 Block:6, Lot: 32 The septic tank for this property is 27 years old. The average life for a steel septic tank is 20 years. Typical replacement costs range from $7,000 to $11,000. This advisory must be attached to all copies of the subject Certificate of On‐Site Systems Approval. This is an example of what the metal of a 30 year old steel tank MAY look like.