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HomeMy WebLinkAboutVALLI VUE ESTATES #2 BLK 4 LT 11 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 Name: ~D~ ~~ Wastewater System: ~ New ~Upgrade Address; ~0~0 ~ ~ ~' ~e~t6 ABSORPTION FIELD ..o.e:3~&-9;~/No.o~edrooms: ~ Deep Trench ~ Shallow Trench BBed ~Mound BOther LEGAL DESCRIPTION c*: _~_ .I..~ SoilRating:l. ~ GPD/Sq. Ft. TotalDepth fromorigina~grade:~q. Block: Depth to pipe bo~om from original grade: ~ Gravel depth beneat pipe Township:~ IRange> ISecti> Fi.I added abe, original grade:,.4 ~ '~' Ft. Gravel length:~z~ Ft.  Gravel width: Number of lines: ~ Distance b~en lines: New Upgrade Classification (Pr~B,C): Total Depth: ~d To: Total absorption rea: Pipe material: Driller: ~ Date Drgled: Static Water Level: ,nstaller:,~ Ft. ~ ~'~. Datel;~lin tal ~PMlYield: Pump Set at: Ft~'ng Height Above Ground:Ft. TANK SEPARATION DISTANCES ~ ~s~.tic ~.o~ng ~ S.T.[.P. TO Septic Absorption Lift Ho~ding 3ubl[c/Private Manufacturer: Capacity in gallons: Wel~ ~Ot~ ~O/~ ~ ~[~ ~g~ Matodal:~ .umberofCompa~ment~: SuVaco Water IOo'~ 100% mot+ ~ LIFT STATION Foundation ~01~ [~l~ ~ "Pump on" level at:~arm at: Cudain Drain ~1~ ~ ~ ~[~ ~ J Electrical Inspections pe,ormed by: Remarks: BENCH MA~K ~~ ~ location and ~osedpBom = J O~ · ~ ~ Assumed Elevation: I ~ ~oo.~o Fh Department of Health and Human Se~ices approvm '~ ,'~',.,, 72-013 (Rev, 9/91) MOA 25 7D S1 = 13,5 TD S1 = 50 TD S2 = 17,0 TO S2 = 49,5 TD BR VALVE = 17,0 TI] BR VALVE = 45,5 AS-gUILT DWG, SW970355 NEW TRENCH, EXISTING 6' EXISTING EXISTING FIRE HYDRANT-- TEST HOLE NT% 42+ FEET LONG~ % GENERAL LOOA¢~ON~ DOCILE / LVE NEW 1250 GALLON SEPTIC TANK 3 BEDROOM HOUSE CAST IRON LINE SEPTIC UPGRADE ASP-BUILT~ LOT 11, BK 4, VALLI VUE PREPARED FBRr PREPARED DATE~ ANDRE NEPTUNE ALASKA WATER & WASTEWATER 10/17/97 DRAWN, GARNESS 1' = 30' AS-3UILT GROUND OVER TANK = 98,6 COVER : 5 FEET, NE~ 1R50 GALLON SEPTIC TANK, INLET INVERT = FOUNDATION C/O 98,1L OUTLET INVERT = INVERT = 93,9 98.88, DROP FROM TO TANK = 9,5 GROUND ELEV OVER ~ FOR LOCATION OF W,T ~EE PLAN DRAWING TRENCH I~ g~.7 TO gT.g FEET, ~INI~U~ COVER = 4 FEET FIL~ER FABRIC OVER DRAINROCK 4 INCH DIA,, A~TM FOLD, PERFORATED PIPE : . . BOTTOM DF TRENCH = 86,3Q :-~. C, GROUNDWATER AT ELEV. = 80,4' (APPRDX,> DN 9188197 ' .s~.~ D, TRENCH LENGTH = 48+ FEET ~*~ ~ E. TOTAL A~ORPTIDN AREA = 508+ ~Q, , ~ THE TOTAL DEPTH DF THE gYSTEM WAS 9,8 FEET ~ELO~ GRADE AT : ~'~.~: THE NORTH END DF THE TRENCH. THERE WAS 1,5 FEET DF FILL (OVER O,G,) ,::~ IN THIS AREA,  THE TOTAL DEPTH DF THE SYSTEM ~AS 11,85 FEET AT THE SOUTH END DF THE TRENCH, THERE WAS 3' OF FILL (ABOVE O,G,) IN THIS AREA. THE TOTAL DEPTH ~ELDW THE ORIGINAL GROUND LEVEL IN THIS AREA WAS APPROXIMATELY 8,8D FEET. ~ENCHMARK IS TOP DF FOUNDATION A~UNED ELEVATION = lDO,D0 , PREPARED FOR: ANDRE NEPTUNE ...~.[~ DATE, 10/17/97 DVN, GARNES8 SCALE, NTS PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUI~ SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW970355 OWNER N~LME:NEPTUNE i~NDRE G OWNER ADDRESS:10210 LONE TREE DR ANCHORAGE, ALASKA 99516 DATE ISSUED:10/08/97 EXPIRATION DATE:10/08/98 PARCEL ID:01534154 LEGAL DESCRIPTION: VALLI VUE ESTATES #2 BLK 4 LT 11 LOT SIZE: 20560 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TkNK 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 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) SPECIAL P ROVI ~S~/:/ 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 ROVISIONS. DATE: DATE: September 25, 1997 8471 Brookridge Drive ~ Anchorage - Alaska 99504 (907) 337-6179 ~ Fax (907) 338-3246 Consulting Engineers Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 ReP Sewer Upgrade for Lot 11, Bk 4, Valli Vue #2 S/D. To whom it may concern: The existing 3 bedroom house is served by a private septic system and a community well. The existing drainfield is approaching the end of its useful life, and the homeowner would like to have it upgraded. Although the home has only 3 bedrooms, the septic system will be sized for 600 gallons per day (4 bedrooms). Comments regarding the proposed upgrade are summarized as follows: 1. SOILS: Attached is a log which shows the soil profile, and the percolation test results. To a depth of 14.0 feet, the soil is primarily gravel, with varying quantities of silt and sand. At a depth of 6.0 feet to 6.5 feet the percolation rate was 1 minute/inch. There is a layer of sand from 14.0 to 16.0 feet. No bedrock, or impermeable soil was encountered. Groundwater was encountered at a depth of 14'-10" on 9/22/97. 2. TRENCH DESIGN: a. Percolation Rate: 1 minutes/inch b. Allowable Application Rate: 1.2 gallons/day/ft2 c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 500 fi2 f. Effective Depth: 6 feet g. Reduction Factor = N/A h. Width: 2 feet minimum i. Minimum Length: 42 feet j Effective absorption area = 504 ft2 (>500 ft2 OK) /~IJNICIPALII'Y OF ANCHoP, A~e I!NVIIIONMI~NTA[ SI~RVICES DIVISION OCT 01 1997 RECEIVED We are proposing to install a "Bull Run" valve so that flow can be periodically alternated between the old and new trench. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAP}IY: Beginning at the south end of the house, the lot slopes downward from south to north at a grade of several percent. From the south end of the house, to the south, the lot slopes up at greater than 50%. The lot slopes gradually downward from east to west at a grade of approximately 4% to 6%. In short, there are no slope concerns. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact me at 337-6179, or 244-9612. Thank you for your assistance. Sincerelt~//~/ Pril ~il~ '~d LOT 10, DK 4 VALLI VUE #8, PVT. SEPTIC LOT 9, DK 4 VALLI VUE PVT, SEPTIC ALL OF THE LDTIS TD THE NORTH DF LONE TREE DRIVE ARE ON COMMUNITY WATER~ AN~ HAVE PVT, SEPTIC SYSTEMS, THERE ARE NO SEPARATION DISTANCE CONCERNS, VALLI VUE #8 PVT, SEPTIC. LDT 18, BK 4, VALLI VUE PVT. SEPTIC, VALLI VUE #8, PVT, SEPTIC MUTE: ALL OF THE LOTS SHOWN ARE IN VALLI VUE #2 S/D. ALL OF THE LOTS ARE SERVED DY A COMMUNITY WATER SYSTEM, THE WELL I~ MUCH GREATE THAN 20§ FEET FROM THE PROPOSE~ SEPTIC SYSTEM UPGRAOE, IN SHORT, THERE ARE ND SEPARATION DISTANCE CONCERNS, SEPTIC UPGRADE: PREPARED FOR: PREPARED BY: DATE~ LOT 11, BK 4, VALLI VUE 02 ANDRE NEPTUNE 1n = 100' NEW TRENCH, EXISTING 6' EXISTING EXISTING FIRE HYDRANT-- TE~T HOLE MT-~ 42 FEET LON~ C/O NOTE, THE CQNTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, AND LOCATING THE PROPERTY LINEg. GENERAL KEYDOX 'BUEL RUN' lO00 GALLON AND INSTALL GALLON SEPTIC TANK. HOUsEEXISITING 3 BE> CA~T IRON LINE TO DE CLEANED, SEPTIC UPGRADE: LOT 11, BK 4, VALLI VUE #2 PREPARED FOR: ANDRE NEPTUNE PREPARED BY~ ALASKA ~/ATER & ~/ASTE~/ATER DATE, 9/25/97 DRAWN~ GARNESS SCALE: 1' = 30' TOTAL TRENCH LENGTH -- 4R FEET. ~T.OTAL ABSORPTION AREA = 500 SQUARE FEET (MIN,). BACKFILL WITH NATIVE BOIL AND MOUND. TOPSOIL AND RESEEDINE~ SHALL BE THE RE- SPONSIBILITY OF THE HOMEOWNER. FABRIC SILT BARRIER, 2 INCHES OF BOARD INSULATION IF SOIL COVER IS LESS THAN 3 FEET. INSULATION SHALL OOVER THE ENTIRE WITH OF THE TRENCH. MAX. TOTAL DEPTH = 10' --4 INCH DIA. PERFORA TED PIPE, WITH HOLES DOWN. SHALL SE LEVEL WITHIN ,07 FEET. PLACE 2 INCHES OF DRAINROCK OVER TOP OF PIPE, TOP OF DRAINROCK SHALL BE AT THE SAME ELEVATION OVER THE ENTIRE TRENOH WIDTH. TUBE (TYP). PERFORATED IN DRAINROCK. NOTE: 2 FEET MIN. 1, TRENCHES SHALL RUN PARALLEL TO THE SLOPE CONTOURS. 2. FOR LOCATION OF MONITORING TUBE, SEE SITE PLAN. 3. CONSTRUCTION PRACTICES, AND MATERIAL SPECIFICATIONS SHALL COMPLL Y WITH ANCHORAGE MUNICIPAL CODE 15.6§, "WASTE- WATER DISPOSAL REGULATIONS". 4. INSTALLATION SHALL COMPLY WITH SPEOIAL PROVISIONS AS NOTED ON THE SEWER PERMIT. $, SMEARED BOTTOM AND SIDEWALLS SHALL BE RAKED. 6, DRAINROCK SHALL BE SCREENED PER M.O.A. DIRTY DRAINROCK WILL BE TRENCH DETAIL: LOT 11, BK 4, VALLI VUE #2 PREPARED FOR: ANDRE NEPTUNE SPEC/FICA TIONS. REJECTED. ALASKA WA TER & WASTEWA TER SERVICES DATE: 9/21/97 DWN: GARNESS J SCALE: NTB r Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOLES LOG -- PERCOLATION TEST 1 2 3 4 5 6 7 8- 9- 10 SLOPE WAS GROUND WATER h I ENCOUNTERED? ~Jc3 SITE PLAN 11 12 13 14-- 17- 18- 19 20 S IF YES, AT WHAT _..-- OL DEPTH? p /. Deph oWaerAIter .. /_..?1~, _[ Mort or nD? I'~' tu Date: Reading Date Gross Net Depth to Net Tim~.lTE~v~rt p Time Water Drop :o~ I ~,~ ~ ~ " I v~ ', :o~ I ~,~ ~/~" IV~" .' I ( ~ t~,~ ~¢~ i'~ PERCOLATION RATE ~-- (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ FTAND ~'~ FT PERFORMED By~ ~ ('~ I 5~ / ~ CERTIFY THAT THIS TE~T WAS PERFOR,ED IN ACCORDANCE ~H ALL STATE AND MUNICIPAL GUIDELINES~EFFECT ON THiS DATE, DATE: ~ 72-008 (Rev. 4/~} oGREA ANCHORAGE AREA BOR JGH Department of Environment@l Quality 3330 C Street Anchorage, Al~sk~ ggs03 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION SEPTIC TANK: DISTANCE ~ FROM WELL INSIDE LENGTH MANUFACTURER INSIDE WIDTH MATERIAL NUMBER OF COMPARTMENTS LIQUID DEPTH LIQUID CAPACITY//~'~'~ GALLONq TILE DRAIN FIELD: DISTANCE FROM WELL NUMBER OF LINES FOUNDATION DISTANCE BETWEEN LINES ABSORPTION AREA DEPTH: TOP OF TILE TO FINISH GRADE TOTAL LENGTH :NEAREST LOT LINE ,OF LINES TRENCH WIDTH ~Y'~/IN. TOTAL EFFECTIVE SQ. FT. LENGTH OF EACH LINE DEPTH OF FILTER MATERIAL BENEATH TILE., £ IN. ABOVE TILE IN. WELL: TYPE BUILDING FOUNDATION __ CESSPOOl APPROVED CONSTRUCTION DEPTH NEAREST NEAREST SEPTIC SEEPAGE LOT LINE SEWER LINE__, TANK SYSTEM OTHER SOURCES DISAPPROVED REMARKS _ DISTANCE PROM: DISTANCES: INSTALLED BY ~, ~ ~ SEWER LINE DEPTH: PIPE MATERIAL' LOT SLOPE: REMARKS: DIAGRAM OF SYSTEM DATE l ~,~~ APPROVED ~ "gAJk~:~j~' G.A.A.B. Form EQ-032 PERMIT NO. BPPLICRNT LOCRTION LEGRL ]"IbIBER ENTERPRISES LONE TREE DR Ll± B4 VRLLI VUE P 0 BOX LOT SIZE ~49-±922 2856¢ SQLIRRE FEET TYPE OF SOIL RBSORBTION S~PSTEM IS: TRENCH MRXIMUI"I NUMBER OF BEDROOM'-] SOIL RBTING (SQ FT?BR)= 85 THE REQUIRED SIZE OF THE SOIL RBSORPTION S~STEM IS: 'THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTRNCE BETWEEN THE SURFRCE OF THE GROUND FIND 'THE BOTTOM OF THE EXCRVFITION (IN FEET). ]"HERE IS NO SET WIDTH FOR TRENCHES. ]'HE GRR'¢EL DEPTH IS THE MINIMUM DEPTH OF GRR',?EL BETWEEN THE OLITFRLL PIPE FiND THE BOTTOM OF THE EXCRVBTION (IN FEET). f~:EH--}.IIB ~' P.E[) -_Z.E F-T 1' C: TFt~-.tt< .-5 l' ZE= -'L ~Z-, ~-Z~ ~E', HSiRLL_CH~-.~:-S; 'T~..-ltC, ( 2 } Z I'-.ISF'E C: ]-' 'IF ,-].,NS FIRE F--: E H;., EJl ~ F-:E [:, BRCKFILLING OF RN~r' S'¢STEM WITHOIJT FINRL INSPECTION RN[:, RPPROVRL BY THIS DEPRRTMENT WIL. L BE SUBJECT TO PROSECUTION. MINIMUM DIS]"RNCE BETWEEN R WELL RND RN~ ON-SITE SEWRGE DISPOSRL SgSTEM IS ±00 FEET FOR R PRIVBTE WELL. OR 200 FEET FOR R PUBLIC WELL.. SPECIFICRTIONS BND CONSTRUCTION DIRGRRMS RRE RVRIL. RBLE TO INSURE PROPER INST~LLRTION. FORTH BY THE MUNICIPRLIT¥ OF RNCHORRGE. 2: I WILL INSTRLL THE SYSTEM IN RCCORDRNCE WITH THE CODES. 3: I UN[:,ERSTRND THRT THE ON-SITE SEWER S"PSTEM MR~' RE(4UIRE ENLRRGEMENT RESIDENCE IS REMODELED TO INCLLIDE MORE THRN ]: BEDROOMS. CERTIFY THRT IRM FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWEF,'S RND WELLS RS SET I F THE 2516E. ludor/toad Anchorage, Alaska 99507 276-2221 Dep th Feet ]--2 Topsoil Z- ~W (O5) 3- aw (85) 4 ~ sw (85) s- Gw. (85) 6- Gw (85) 8- aw l0- ow (85) ll- Gw 12- 13- 14- Flat Was ground water encouncered? ' No If yes, at wha~ depth? Reading Da te Gross Time /'let Time ' ' _n__ o ~let Urop Pefco] a t i on rd to 1111 flu [e. 'Pro,)osed ins tal la't~'~Ji~-.: "~-e~,l.qe Pi t I)upLh of Inlet COl,If IEf;l S: Drain Field .............. · oeot[F-t~;'i~FCo~n-b'r-'pit or trenci, ....................... 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 Parcel I.D. # 1. GENERAL INFORMATION Complete legal description CERTIFICATE OF HEALTH AUTHORITY -,¢z ' H^^ # Lot II; Block 4; V~ Vu~Sub~vision ¢2 Location (site address or directions) 10210 Lone Tree DrZue, Anchorage Property owner Mailing address Lending agency Mailing address Dick~rman Day phone 346-3069 10210 Lone Tree Drive~ Anchorage~ Alaska 99516 Day phone Agent Barbara Ernisse VISTA REAL ESTATE Address 3000 ¢ Street, Anchorage, Alaska 99503 Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: 5 TYPE OF WATER SUPPLY: Individual well Community well XX Public water Day phone 562-6464 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 XX Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the lega/ity and status of system. 72-025 (Rev, 1/91) Front MOA 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 Parcel I.D. # CERq'IFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING 1, GENERAL INFORMATION Complete legal description Lot 11; Block 4; Valli Vue~ubdivi~ion #2 Location (site add'ress or directions) 10210 Lone Tree DrZve, Anchorage, Alaska Property owne~ Mailing address Lending agency Mailing address Dickerman Day phone 346-3069 Day phone Agent Address Barbara Er~'sS~./VISTA REAL ESTATE Day phone 5~'2-6464 3000 C Street, Anchorage, Alaska 99503 :i ' Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: 3 N TYPE OF WATER SUPPLY: NOTE: Individual well ' Community well XX Public water 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 5. STATEMENT OF INSPECTION BY ENGINEER As certified by rny seat 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 investigation and inspection, the on-site water suppl~ 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_ Address S & $ ENGINEERING 17034 Eagle River Loop Road NO. _2~0~,~ Eagle River, Alaska 99577 Phone Engineer's signature Date 6. DHHS SIGNATURE Approved for bedrooms. Disapproved. Cond'i'tional approval for .;¢"~/~¢' ~(~"__~-/~ bedrooms, with the following stipulations: Additional Comments 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 a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DH HS 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.  Municipality of Anchorage Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: L--'II; J~ ~-/. (./~LL.7 FU.~.. S//D #,~ Parcel I.D, A. WELL DATA Well type (-~/t/t4,a4~Jv[ ~?, Log present (Y/N) Totaldepth Sanitary seal (Y/N) If A, B, or C, attach ADEC letter. Date completed Cased to FROM WELL LOG Date of test Static water level Well flow Pump level SEPARATION DISTANCES FROM WELL TO: ADEC water system nUmber Septic/holding tank on lot Absorption field on lot Public sewer main Sewer service line WATER SAMPLE RESULTS: Coliform I/fYI 7'h /., ,i o 7un aajacen~ ~o~s Wires prop g.p.m. ; On adjacent lots Public sewer manhole/cleanout Petroleum tank Nitrate Other bacteria Date of sample: Collected by: B. SEPTIC/HOLDING TANK DATA Date installed I llCl I'~ Tank size {~)00 ~-A/-- ~..on~partments Cleanouts Y~N) Yg..~ Foundation cleanout ((~N) Y~ ~' Depression (Y/~) High water alarm (Y/~) ~-~ c.~ Alarm tested (Y/N):. Date of pumping I / ~.g/cl').-- ~ Pumper SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot ~'-J/~ To property line Surface water/drainage On adjacent lots ¢0/-OO "F Foundation ~' j Absorption field ~/ Water main/service line /0¢+ 72-026 (Rev, 7/91) Front ' CONTINUED ON BACK PAGE  ATION l - ' -- Man ce/ cce (, /N) J~ Vent(Y/N) ~lat __~at__ ~i~eht sW~t; rAa le~:~ rliecVa~ lc o d e s ( ~ / r,, ) ~ ~tested __ D. AW;Ii~o N..~FiE LD ~ TA _ On adjacent lots Surface ~ Date installed It ~ /'-:~-(~ Soil rating ~.1~ '~-/'/~r% Systemtype Length ¢.O/,,'~L, ' Width LT/(~ /' Gravel thickness "~Z_,~. ¢ Total depth Total absorption area o~'6' ~ Cleanouts present ~N) Depression over field (Y/~)~ /'""~© Date of adequacy test Results (~s/fail) ?('~ ~ for Peroxide treatment (past 12 months) 0f.~/N) V¢~-~ ~ If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot ¢~L.(50 q- On adjacent lots ¢2~-(-~ ~'- Property line To building foundation 1% ' +- To existing or abandoned system on lot /~J/"~- On adjacent lots ~O~- _Cutbank /~//~ Water main/service line /0 ~¢- Surface water ICCP .F Driveway, parking/vehicle storage area c~.O ¢4- Curtain drain bedrooms E, ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. S & S ENGINEERING 17034 Eagle River Loop Road Signature i~agie i~iver, A;~,k~ ~57~ Engineer's Name Date ~ ~-~ ~ HAA Fee $ Date of Payment Rsoe pt Number 72-028 (Rev. 3/9i) Back MOA 21 Waiver Fee: $ Date of Payment Receipt Number DEPT. OF ENVIRONMENTAL CONSERVATION WALTER J. HICKEL, GOVERNOR ANCHORAGE DISTRICT OFFICE 800 E. DIMOND BLVD., SUITE 3-470 ANCHORAGE, ALASKA 99503 (907) 349-7755 Janua~ 16,1992 FOR: S & S Engineering PWSID # 210605 My review of the records on file in this office reveals that the Valli Vue Subdivision Class "A" Public Water System, is in compliance with the routine coliform bacteria sampling requirements listed in Table C, and with the inorganic sampling requirements listed in Table B of 18 AAC 80.200. Sincerely, Keven K. Kleweno Environmental Engineer KKK/cf ROBERT SHAFER, P.E. ROGER SHAFER, P.E. May 5, 1992 CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 ATTN: Dan Boll~s RECEIVED MAY 5 1992 Mu. nicipa~ity of Anchorage Dept, Health & Human Servioe~ REFERENCE: Lot 11; Block 4; V~li Vue SubdivZsion #2 Dear Dan, Pursuant to our telephone conversation on the above date, attached is the file indicating when the wast~wat~r disposal system on the referenced prop~ty was treated with Hydrogen P~roxide. If we may be of furth~ s~rvice, or any other qu~tio~ please contact ~s. SiTE PLANS ROAD DESIGN JAMES P. WILLIAMS Civil Engineer JPW/gm SOIL TEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES DIVISION OF ENVIRONMENTAL SERVICES CERTIFICATE OF OF ON-SITE SEWER AND WATER FACILITY 264-4744 Application Date GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL) (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or Oiroefions) (e) (b) Property Owner /"tt~.4,,~,l F:ru~,~' Telephone: Home '3 qo~ - 8 ~ Business Mailing Address lO.lo (c) Lending Institution ~, ~, Telephone Mailing Address (d) Real Estate Company and Agent Address TeJephone Mail the HAA to the followina address: or: Check here ~, if hold for pick up. List contact person and day phone number beJow. TYPE OF RESIDENCE Single-Family [] Number of Bedrooms '3' WATER SUPPLY Individual Well [] Community [] PuNic [] Note: If community we~l system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 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. Page 1 of 2 72-025 (Rev 8/86) Front 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 Jn compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm Address Date 7 / ..,~'./8 7 Engineer's Seal DHHS APPROVAL Approved for -t:.4,,'e-~--~"~) bedrooms by Approved ~ Disapproved Conditional Terms of Conditional Approval Date 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 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. Page 2 of 2 72-025 fRev 8/86) Back O~' ~,~C A O\~1\%\ MUNICIPALITY OF ANCHORAGE (MOA) cx~,~.\~'l' $~?.q\C~ HEALTH AUTHORITY APPROVAL (HAA) -t,k~\.~' ~k%~'~P'~' ~ CHECKLIST - FEBRUARY 1984 s~m~-°~ ~ 0 ~1 264-4?44 ~' ,(1~ Legal Description: If A, B, C, D.E.C. Approved (Y/N) Date Completed Yield Depth of Grouting Pump Set At Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) Well Classification 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 CleanouVManhole Water Sample Collected by Water Sample Test Results Comments ; 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) 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 Air-tight Caps (Y/N) H / _9 / ?~' Size IO°°~nI No. of Compartments }" Foundation Cleanout (Y/N) Date Last Pumped 7 / 7 / ~'"/ /,~, .~"~-',~,~c~' ; for ~, ,4. Temporary Holding Tank Permit (Y/N) . To Building Foundation ? ~ To Disposal Field ~ ' To Stream, Pond, Lake, or Major Drainage Course Comments Page 1 of 2 72-026 IRev 8/861 Front C, ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed If /9/ Width of Field Square Feet of Absorption Area '8 ¢'"( Depression over Field (Y/N) /'4 Results of Last Adequacy Test __ ,4~e~cr/'f' Separation Distance from Absorption Field: Type of System Design Length of Field ~, 8 Depth of Field Gravel Bed Thickness Standpipes Present (Y/N) Date of Last Adequacy Test 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 Comments J;'~- ~P To Property Line ,¢~ To Existing or Abandoned System on ; On Adjoining Lots ~. To Cutbank (if present) ~,, ¢o0' D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA Comments ** 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 7/~/'~ ~ ~7 - o,.C 8 Company FC4r~/¢/¢ ~¢'(-~ -.~'¢.¢' MOA No. ReceiptNo. /'O(.) / 0043 Date of 'ayment Amount: $ /¢ Page 2 of 2 72 026 fray 81861 Back DEPT. OF ENVIRONMI~NTAL CONSERVATION / ~NCHORAGE/WESTERN DISTRICT OFFICE 437 "E" STREET, SUITE 303 ANCHORAGE, ~LASKA ggS01 STEV£ COWPER~ GOVERNOR Telephone: (907) Addre~: 274-2533 DATE: ,?~]1¥ '2. lC)R7 PWS [,O.# 210605 To Whom it May Concern: According to records on file in this office the YALLI - VUE Water System is in compliance with the State Drinking Water Regulations Sincerely, Michael P. Lewis Environmental Engineer ¢ DATE RECEIVED INSPECTION APPOINTMENTS TIME TIME TIME ~L3L~k~L DATE DATE DATE ,NSPECTOR ,NSPECTOR ,NSPECT,D. MUN[CIPAU~ OF ANCHORAGE MUNICIPALITY OF ANCHORAGE DEPT. OF  DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTIO~NVJRONMENTAL ~,~OTECT~ON  825 L Street - Anchorage, Alaska 99501 "WRO. E.tALSA.,TAT O. D V,mO. JAN ? Telephone 264-4720 ~1RECTIONS: Complete all parts on page 1. Incomplete request~ will not be processed. Please allow ten (1 O) days for processing, ~. "RO"~RTVOW~. ~ ~HO~ R~cha~d 0. and D~ane B~ooks~344_0040 MAI LING ADDRESS [02[0 Lone T~ee D~ve PROPERTY RESIDENT (If different from above) PHONE Same Same 2. BUYER PHONE No~ known a~ ~h~s t~me, MAILING ADDRESS 3. LENDING INSTITUTION N/A ~ PHONE MAILING ADDRESS 4, REALTOR/AGENT  PHONE ET]iot C. La~son, Jack ~hite Compan5 277-[553 MAILING ADDRESS 320[ "C" Street, Suite ]00, AnchoFage, AK 99503 *NOTE: Please send all correspondence & reports to Elliot Lawson, Jack White Co. B. LEGAL DESCRIPTION Lot 11, Block 4, Vallivue Estates #2 STREET LOCATION 10210 Lone Tree Drive 6. TYPE OF RESIDENCE NUMBER OF~BEDROOMS [~] SINGLE FAMILY [] One [] Four [] Other [] Two [] Five [] MULTIPLE FAMILY [] Three [] Six 7. WATER SUPPLY [] INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled [~ COMMUNITY since June 1975. For we~Js drilled prior to that date, give well [] PUBLIC UTILITY depth (attach log if available.) 's. SEWAGE DISPOSAL SYSTEM [~ INDIVIDUAL/ON-SITE** NOV. 1D76 YEAR ON-SITE SYSTEM WAS INSTALLED. [] PUBLIC UTI LITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 (Rev. 6/79) ~.~'~0 '4~)~¢.,~ ~') ~:~ I THIS SIDE FOR OFFICIAL USE ONLY 1, TYPE OF RESIDENCE NUMBER OF 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 UTI LITY LOG RECEIVED Connection Verified -- PERMIT NUMBER 3, SEWAGE DISPOSAL SYSTEM [] I NOIVl DUAL/ON -SITE )ATE INSTALLED :PUBLIC UTILITY ///~ ~ Connection Verified -- INSTALLER E:~ ~ ~ []Septic Ta~n~r [] Holding Tank Size: ~ ~-~ L.¢~ If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL .~./4~0._.~.~_ 4. DISTANCES Septic/Holding Tank iAbsorption Area [Sewer Line Nearest Lot Line WELL TO: Absorption Area to nearest Lot Line 5, COMMENTS [~-~-APPROV ED FOR '~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED ~ DATE BY /~/~ / ¢-¢ 72-010 (Rev, 6/79) Tobben Spurkland P.E. 8155 Cranberry St. Anchorage, Alaska 99502 Phone (907) 243-5302 ~MUNJCJPALITY OF ANCHORAGE ENVIRONMENiAL ,, ~[~CTION 2 7 ig81 RECEIVED Elliot l~wson Jack White Co. 3201 "C" Street Anchorage, Alaska 99503 Jan.~6, 1981 SEWER ADEQUACY TEST Legal: Location: Owner: Residence: Water: Sewer: Date of Test: Test Procedure: LotlJ, Block 4, Valley View ~2 10210 Lone Tree Drive Richard Brooks 3 Bedroom Splitt Level Community Watersys~em From Municipal Records: Ts/ak: 1000 gal. Steel, Greer Absorption System: Trench with 6" Oraugeburg Sump. Absorption Area: 264 ft. sq. So&l Rating: 85 Date of Construction: Sept. 1976 Jan. 23, 1981 System was inspected and pumped on Jan. 13, 1981. Liquid level in sump was 88" prior to pumping.' A heavy sludge blanket and bed was found in s~Pt which was pumped dry and cleaned. There was no inflow into sua]p from field after pumping° Approximately 1000 gal. of waste was removed f~rom tank. Because of the heavy sludge buildup in the sUmp it was deceided to introduce hydroperoxide into the system in order to oxidize any organic matter in the drainfield. 5 gal- of hydroperoxide poured into the s~p together with a steady flow of clean water at a rate of 5 gal. per minu~e~. The following measurements of the liquide level in the sUmp ware taken; Tobben Spurkland P.E. Elliot Lawson Page 2 Jan. 26, 1981 Time Min. Total Water Used Liquid Depth Start Test O 1~2 30 150 96 40 200 96 50 250 96 6o 96 80 96 90 450 96 stop Water 100 10:30am. 450 90 Check at 2:30pm. 89 Discussion: It appeares that the sump is only connected hydraulicly to,the drainfield via the drinpipe. The waterlevel in the sump rose immediately to 96 inches and remained ther throughout the test. The system received 450 gal of liquid in a 90 min. period. T$is volume equals 60 cu.ft. The trench is 6 feet wide, 22 fet long and probably three feet wide,.Assuming a voil ratio of .25 the total voil space in tSe field is approximately 100 cu. ft. The field received 60 cu.ft, of liquid without any signs of d disstress or backup of %-~ater. The actual fluctuations of the water level in the field cou%d not be measured,but the fact that the liquid level in the sump was stationary during the test and declined immediately when the water was shut off indicates that the system is pperating properly.