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Home My WebLink AboutDALZELL-SCHNEITER BLK 2 LT 14 · " - Municipal ty 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: ~'v,/ct'"/~ ~- I~r PID Number: 43 .a.,.: l~t~.~__. ~ I~,/~:~ I--~'i- Wastewater System: [3 New ~ Upgrade ^d~,.,: ~o~-~ ~_..~,.,e..,-re.~ b~* ~ ABSORPTION FIELD P~one: ~__ ~ INo'of~~ms: ~ Deep Trench ~ShallowTmnch ~Bed ~Mound ~Other LEGAL DESCRIPTION ~..,~n~: I ~.D~q C~ssih~t~on (Pn~: T~ C~ TO: Total ab~tion ama: Pi~ material: : .u.~,.~: ~.~~." TANK ~GPM Ft. SEPARATION DISTANCES ~Septic a Holding O S.T.E.P. w,,e~ ~oo+ Ioo+ ~'+ LI~ STATION Line Remarks: ~ e~m ~ ~ BENCH MARK Inspections pe~ormed by: ~ ~~ Dates: 1st ~/1~/~ "'l'~"~*t'~ "" ........ Reviewed and approved by: ~ Date:~-/2 -~ /2013 (Re~. g~l) MOA 25 NORTH -TEST HDL~ MT _(A~Iil~]NCD)------ - "'-'-- - SUMP ASSLJ~D LOCATXON OF' THE TRENCH col- ADEL ?LOV DOUDLE C/q] TO THE SPLITTER. 'BULL RUN* VALV~ SEPTIC A TO SI. = 16.5 A TO C02 · 67.I. B To St - 17.0 *Lq TO CO::' · 89.0 A TO S2 · 1.9.:) A TO C03 · 3LO 1~ TO S:p · P4.0 'R TO C03 A TO I);~ · 2LO A TO HT2 · 44.0 la TO BR · P7.5 It TO MTP · 67.9 A TO rS - 3:=.P COP TO CD4 D TD F<: ~, 44.3 HT2 TO tO4 · P3.8 A TO COl. = 46.7 A TD F.cn = 1.7.8 *n TO COl. ' ~9.1. a TO F.Cn ' 6.9 A TO MT1* - 5P-.7 B TO NTI m GENERAL LOCATION THE DRI*VEVAY EXISTI*NG DOLJgLE C/O BEFORE TANK CRUSHED, AND ~URIED TO THE SOUTH Or THE I~V TRENCHES. PERMIT : S 970414 PID t: 015-291-26 VELL AS-BUILT D~/G' LOT 14, BK 2, DALZELL-SCHNEITER S/D PREPARED FOR: ESTER BUMGARDNER PREPARED BY, ALASKA VATER & VASTEVATER DATE, 2/P2/98 DRAWN: GARNESS ;CALE= 1' = 30' ~,,o~ AS-BUILT DRA~/ING P~.. o~=-~,i-~ ~G~OtJN~ rlV~R TANK m 97.4 (~PR~.) N ~V 10~ ~L~ SEPTIC ~ __ ~~.,:~ ~ INERT ~ ~AI~IPE - 89.3 ~E~T TRE~ & 89.43 ~AST TR~N~ ~ /~ ~ ND ~DVRT[R VITHIN 4 F[~T ~ TRE~H BDTT~S SEPTIC AS-BUILT, LOT 14, BK E, ~ALZELLE SCHNEITHER S/O FY ..... "~ "~"/ .... J' ..... gATE~ E/EE/98 ~VN~ GARNESS SCALE~ NT~ MARK IIANSEN P.E. Au{], 12, 10D7 Project 97'1 ? % ReQuire0 for ADEC Filter Sand Qualit,/t~end and Gravel P.O P~ox 14,'36 Subjccl: Sieve A~elysis of Filter Send I c~eatlon: l~ast ~itockpile ~ieve % Passin~ ~ Group A fl4 ..100 ~10 g8 85 -100 fl20 75 60 - 90 It40 33 ~5 -50 - ~60 10 0- 15 - ~.100 3 - ' ~2D0 0. D 0 - 5 0 - 5 Coefficient of Uniformity Co 2.8 4 ~aximum Cmdficient of Curvature Cc 0.g 1 M~imum Tho S~m~lo con~orlTIS to ~lh Group A and Group B ~pecifi~flons, If you h~vo ony questions, please d0 not he3itato lO carl. '.. Sincerely' ~ar~' }l~nsnn Group B 8,5 - 100 PAGE I OF i 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:SW970414 DESIGN ENGINEER:ALASKA WATER & WASTEWATER SERVICES OWNER NAME:MARMES MARK C OWNER ADDRESS:10200 SCHNEITER DR DATE ISSUED:12/22/97 EXPIRATION DATE:12/22/98 PARCEL ID:01529126 LEGAL DESCRIPTION: DALZELL-SCHNEITER BLK 2 LT 14 LOT SIZE: 49239 (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: 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) 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: RECEIVED BY: _ 2~ zF"~. ~-~.<,-z~---cL--~--- DATE: ISSUED BY: C. DATE: Alaska Water & Wastewater 7320 East Chester lleights Circle ~ Anchorage ~ Alaska 99504 R E C E i V E D (907) 337-6179 ~ Fax (907) 338-3246 Consulting Engineers DEC 'l 9 'J99~ REVISED iDESIGN Municipality ot Anchorage Dept. Health & Human Services December 17, 1997 Municipality of Anchorage Department of Health & Human Services Division &Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ret2 Sewer Upgrade for Lot 14, Bk 2, DalzelI-Schneiter S/D. To whom it may concern: A design package was originally submitted for this upgrade on 12/17/97. It has become apparent, after taking some elevation shots, that it is not possible to obtain gravity flow to the shallow trenches proposed in the original design unless the sewer line can be raised where it exits the building. As a result, we are submitting the revised design, in the event that the sewer line can't be raised enough. This design will require excavating to the gravel soils, at a depth of approximately 8 feet, installing a two foot sand filter, and a shallow five foot wide trench. During the original soils evaluation, we did not run a percolation test in the gravel soils because it was loose, sloughing, and visually looked faster than 1 minute per inch. It is our intent to verify the percolation rate on the trench bottom, during construction. The specifics of the design are summarized as follows: TRENCII DESIGN: a. Percolation Rate: <1 minutes/inch. Sand filter required. b. Allowable Application Rate: I gallon/day/fl2 c. Number &Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 450 it2 f. Effective Depth: 9 inches g. Reduction Factor = I (no credit given for extra 3 inches ofdrainrock) h. Width: 5 feet minimum i Minimum Length: 90 feet. Will make each trench 45 feet long j Effective absorption area = 450 112 We are pi'oposing to install a diverter valve so that flow can be periodically alternated b~tween the old and the new trenches. 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. Sincerely,. tA ....· S.Prin~ ~al'~r -' ' '-" ~ APPROX. 9£LL VEIL LDT t3, BK ~, ~ALZELL-SCHNE[TEE S/D. UNgEVELDPE~ PRDPERTY. EV AVE. Si~-PT~C AKA SEPTZC AREA ~ALZELL-SCHNEZTER PVT VELL RN~ SEPTIC UPGRAnE, PREPAREn FDR: PREPARED DY~ hATE: LDT 14, BK 2, nALZELL-SCHNEITER S/D ESTER BUMGARnNER ALASKA ~/ATER & VASTEVATER 12/17/97 I nRA~./N, GARNESS tSCALE, 1' = 100' ~M~'NT ~-T£~T ,.HOLE HT_ ~/- ~ , ~:,' :>.,'. ;-. ,..... ..... ... ...... ~ ~ , ~ .,..,~ ........ ..., .,..,.....~ .... ....... .,. ~ ~ ]' ;:.,;.~*;' :.;; .'.'.: L.. ',-'':, .' .-'.. ~ ~~~~::? .' ~: ~1 C~ ~' ... ': .."... · ..'". .'"' :'.. ':',. "~',: "..'--' ~ ~= ~ ~ ~ ~"}~;~}~' - .... ....':'. .~ .... ,.. ...~ ..,..~ · ~ .... .,.; .. ~ / N ~ ~ /3 ~c~oc. Fousr XISTIN J [ 1/4 INCH PER FDDT MIN. -- REVISE]) ~ESIGN* LDT 14, BK 2, gALZELL-SCHNEITER S/~ ........ ~ .............. PREPARE3 FOR: ESTER ~UMGARDNER PREPARE~ ~Y~ ALASKA ~ATER ~ ~ASTE~ATER ~-7953....m THE TRENCH SHA[L HAVE A MINIMUM LENGTH OF 90 FEET, AND A TOTAL EFFECTIVE ABSORPTION AREA OF 450 SGUARE FEET. '~KFILL WITH NATIVE SOIL AND MOUND. MONITORING TUBE (TYP.) PERFORATED IN DRAINROCK. NOTE: BOTTOM OF TRENCH, EXCAVATION, AND TOP OF BAND SHALL BE LEVEL. MAXIMUM VARIATION OF 2 INCHES BETWEEN HIGH & LOW SPOTS, FABRIC SILT BARRIER DRAINROCK SHALL BE SCREENED PER M.O.A I EXCAVATE TO O~R/AVELz_'~ SOILS AT APPROX. FEET. NO TE: 1. 2. ,4, $ FEET WIDE . TRENCH SHALL RUN PARALLEL TO THE SLOPE CONTOURS. FOR LOCATION OF CLEAN-OUTS AND MONITORING TUBES BEE THE SITE PLAN. CONSTUCTION PRACTICES, AND MATERIAL SPECIFICATIONS SHALL COMPLY WITH ANCHORAOE MUNICIPAL CODE 'WASTEWATER DISPOSAL REGULATIONS% INSTALLATION SHALL COMPLY WITH BPECIAL PROVISIONS NOTED ON THE SEWER PERMIT. SMEARED BOTTOM AND SIDEWALLS SHALL BE RAKED. SAND FILTER MATERIAL SHALL MEET LATEST GUIDANCE BY THE M.O.A DETAIL FOR $ FOOT WIDE SHALLOW TRENCH: PREPARED FOR: ESTHER BUMGARDNER ALASKA WATER & WASTEWATER SERVICES DATE: 12/17/97 I DWN: GARNESS I SCALE: NTB 4 INCH DIA., ASTM F810 PERFORATED PIPE. HOLES DOWN. PLACE 2 INCHES OF DRAINROCK OVER TOP OF PIPE, AND ACROSS ENTIRE WIDTH OF TRENCH. PIPE SHALL BE INSTALLED LEVEL (WITHIN .01 FEET). Alaska Water & Wastewater 7.~20 East Chester Heights Circle ~ Anchorage ~ Alaska 99504 (907} 337-6179 ~ Fax (907) 338-3246 Consulting Engineers December 16, 1997 Municipality of Anchorage Department ofHcalth & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 ReE Sewer Upgrade for Lot 14, Bk 2, DalzelI-Schneiter S/D. To whom it may concern: The existing 3 bedroom house is served by private well and septic system. The drainfield will not pass an adequacy test at this time, and must be upgraded as a condition of the pending sale. 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. From a depth of 1.5 feet to 5.0 feet, the soil was fine sand that perked at 2 minutes/inch. At a depth of 5 feet the soil transitioned to silt, which perked at 48 minutes/inch. No groundwater, or impermeable soil was encountered to a depth of 16 feet. 2. TRENCH DESIGN: a. Percolation Rate: 2 minutesfinch. b. Allowable Application Rate: 1.2 gallons/day/ft2 e. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 375 fl2 f. Effective Depth: 6 inches g. Reduction Factor = 1 h. Width: 5 feet minimum i Minimum Length: 75 feet. Will make each trench 40 feet long j Effective absorption area -- 400 fl2 (>375 f~2 OK) We are proposing to install a diverter valve so that flow can be periodically alternated between the old and the new trenches. 4. SURI~ACE WATERS: There are no surface waters within 100 feet of the proposed septic upgrade. 5. TOPOGRAPtlY: The lot is gently sloping (<5%) in the vicinity of the proposed upgrade. There are no slopes greater than 25% within 50 feet of the proposed upgrade. 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. Sincerely, Pd ~a -' L%'~..' t ' · · · -~l.f' II, I ~,' I A "'~'~. ~ ~,. ..~ rs Municl~lity of Anchorage ~, ~..TH~ . , ~ J DEPARtmENT OF H~LTH & HUMAN SERWC~,.~ ~7~ J~,... ~,,,~ I s2s L s~e~,~.cho~g~.~k~s~so2~so~,.,,,,,...J,,.,,,,,,..,~I SOILS LOG -- PERCO~TION TEST ~;~:~ 'J ..... ~( J g- 10- 11 WASGROUNDWATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth l. WMir Met 13 - I~WWlng? 14- 15- ,6 g.o. H, 17- 18' 19- SLOPE SITE PLAN r-.7953 P~_~. Reeding Da,je Gross Net De~th ~ Net Time Time Water Drop ~. /~/~e/~ - ~ ~, ~,~ ~ r~,~ I:~? - ~ ,, _ ~/I~ ~/~ ~ ~ ' ' 20- PERCOLATION RATE , ~ {m,nutes/,nch) PERC HOLE DIAMETER TEST RUN SETWEEN _"~,0 FTAND '~,C~ FT [ 72-008 (Rev. 4/85) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street o Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT 'aAME PHONE o r'IuPORADE DISTANCE TO: j WeiCo~ Dwelling /~'~ j Absorptlon/~.area Material~..~¢:~°tc Inside length Liq. capacity in gallons WeIFIl HOMEMADE: DISTANCE TO: NO. OF BEDROOMS PERMIT NO. 8207- $ 2. No. of compartments ?. Liquid depth Dwelling PERMIT NO. Manufacturer Liquid capacity in gallons DISTANCE TO: No. of lines Leng,h o~:~ch ne Top of tile to finish grade Length Total ~n~gth of lines Material beneath tile Depth Material Trench widt~ ~ inches inches PERMIT NO. Width TyPe of crib :rib diameter Well Total effective absorption area PERMIT NO. Crib depth Total effective absorption area Building foundation Nearest lot llne DISTANCE TO: ;lass Depth Driller Distance to lot line PERMIT NO. DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS SOl L TEST RATING INSTALLER AT'C E,~1~po'ses REMARKS APPROVED DATE LEGAL 72-O13 (Rev. 3/78) PERMIT NO. I'IUN T ,Z Z/~"~A L T T"r' OF- AI'-,i¢~'~I-~RAr~E "- ~'~ DEF'RRT,1ENT ~. HEALTH AND ENVIRON,1ENTAL , ROTECTION 825 ~L~ STREET, RNCHORRGE, AK. 99501 264-472~ iqELL Rt4D C~4--5 I Ti 5Ei4ER i'i~:f4 I T ( 828752 ) APPL I CANT LOCRT 101",1 LEGAL SUN CONSTRUCTION INC Ll4 D2 DALZELL?SCHNEITER SAR E:O× 474E ~9507 LOT SIZE 345-2089 SQUARE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MR×IMUM HU,1BER OF BEDROOMS = 4 SOIL RATING THE REOUIRED SIZE OF THE SOIL RBSORPTION SYSTEM IS: ~',EPTH= ~...: LEr4OTH= }"5 6 R F-~ '-...' E L B. EPTH= 4 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETHEEN THE SURFACE OF THE GROUND AND THE BOTTOM, OF THE EXCAVATION (IN FEET). THERE IS NO SET HIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETHEEN THE OUTFALL PIPE RI.ID THE BOTTO,I OF THE EXCAVATION (IN FEET). REi_'_-'~. I.J I RED SEPT I O TRI'-,,I !--% S I Z_E= 225'3 6FILLOI'-,IS PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY HELLS ADJACENT TO THIS PROPERTY AND THE NU,1BER OF RESIDENCES THAT THE HELL HILL SERVE. TI4Cm < 2 ;' I f4SPEOT I 0f45 ARE ~:EQI_I I RED, BACKFILLING OF ANY SYSTEM HITHOUT FINAL INSPECTION AND RPPROVRL BY THIS DEPART,lENT HILL BE SUBJECT TO PROSECUTIOI.L MINIMUM DISTANCE BETHEEN A HELL AND ANY ON-SITE SEHRGE DISPOSAL SYSTEM IS ±00 FEET FOR A PRIVATE HELL OF: i50 TO 200 FEET FROM R PUBLIC HELL DEPENDING OPON THE TYPE OF PUBLIC HELL MINIMUM DISTANCE FROM R PRIVATE HELL TO A PRIVATE SEHER LINE IS 25 FEET AND TO A CO,1MUNITY SEHER LINE IS 75 FEET. HELL LOGS ARE REQUIRED RI.ID MUST BE RETURNED TO THE DEPARTMENT HITHIN ~0 DRYS OF THE HELL COMPLETION, OTHER REOUIREMEI.ITS MAY APPLY. SPECIFICATIONS RI'ID CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. PEF:I'"I I T E..--C.P I F;:ES DECEI-'IBER _---~:-.:J_... 29,92 I CERTIFY THAT l: I R,1 FRMILIAR HITH THE REQUIREMENTS FOR ON-SITE SEHERS AND HELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORRGE. 2: I HILL INSTALL THE SYSTEM IN RCCOR[:'RNCE HITH THE CODES. 2: I UNDER. STAND THAT THE ON-SITE 5EHER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODEL~ TO INCLUDE ,10RE THAN 4 BEDROOMS. -- ~ ~~~~--- December 29, 1978 J. Bumgardner Star Route A Box 474-E Anchorage, Alaska 99507 SubJect~ Lot 14 Block 2 Dalze11-Schneiter Subdivision A permit issued by this department for well and/or sewer system has expired. Permits are issued on a calendar year basis, as stated on the permit, by authority of Municipal ordinance. If you have drilled the well, a well log should be sent to this department to document the installation date. If there are any further questions, please contact this office at 264-4720. Sincerely, Les N. Buchholz, R.S. Senior Environmental Specialist Um/ljw enc~ copy of permit APPLICANT J. BUMGRRDNER <DBA SUN C ,LOCATION :LEGAL L14 B2 DRC-ZELL-SCHNEITER ~TvPE OF SOIL RBSORBTION SYSTEM IS: BOX 474 E SAR TRENCH LOT SIZE 344 19~ 49239 SQUARE FEET MRXIMUM NUMBER OF BEDRO~ = 4 SOIL RRTINO (SQ FT/BR)= B3 THE REQUIRED SIZE OF THE SOIL ABSORPTION S~TEM IS: DEPTH= ~,-O LENGTH= 29 GRAVEL DEPTH= THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFRLL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). :REQUIRED SEPTIC TANK $!ZE= 't250 GALLON5 PERMIT RPi:I. ICRNT H~S THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTV AND THE ":" NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. .."',-- ------ TWO (2) ! N~PECT ! ON$ ARE RE{~U I RED iBRCKFILLING OF RN~ SV~TEM WITHOUT FINAL INSPECTION AND RPPROVRL BY THIS DEPRRTHENT WILL BE SU~$ECT TO PROSECUTION. ;MINIMUM DISTANCE BETWEEN R WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS ,t00 FEET FOR R PRIVATE HELLJ OR .; ...... '150 TO 288 FEET FROM R PUBLIC HELL DEPENDING UPON THE TYPE OF PUBLIC HELL. :NELL LOGS fIRE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DR~ :OF THE NELL COMPLETION .... iOTHER R~QUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. PERMIT EXPIRES DECEtIBER 3'1. '1978 ,I CERTIFY THAT t: I RM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWER~ fiND WELLS tis SET FORTH BY THE MUNICIPALITY OF RNCHORflGE. 2: I WILL INS-TALL THE SVS-TEM IN ACCORDANCE WITH THE CODES. ~: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE ,RESIDENCE IS REMODELED TO INCLUDE MORE THAN 4 BEDROOMS. ,SIGNED: ___-~_~ ....... RP/~..ICRNT ~ BU~IRRDNER (DBA SUN COl~T) ' ISSUED .... DRTE V3. 2 PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 9 10 11 19- 20- COMMENTS PERFORMED BY: 72-008 {6/79) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L* Street, Anchorage, Alaska 99501 2644720 SOILS LOG - PERCOLATION TEST SOILS LOG PERCOLATION TEST SLOPE poortv,q ra(&~ :~unc~s -clay I WASGROUNDWATER ENCOUNTERED? IF YES. AT WHAT DEPTH? DATE PERFORMED: PLAN Gross Net Depth to Net Reading Date Time Time Water Drop PROJECT CLIENT SOILS ~ SHEET 90F~ L C:.. ~' 7" / c./.,,' TEST HOLE NO. 2-15 ELEV. TOP OF HOLE 460+ 14 W.O. DATE 11/2/76 Test Hole Located in Old Gravel Pit -- 2-15 (1) _ (9.9% Silt) Damp, Brown Sandy Gravel (GW) __ Damp, Brown Gravelly Sand (SW) __ Bottom, Dr~ Hole __ 2701 EaSe Street DAILY DRILLING LOG SYREN BROS. DRILLING, INC Anchora~. Alaska 99503 27~6437 OWNER or LASD ......... ~.:.~...~::~:.~--'-- .................................... SRA Box 474-E, Anch.. AK 99507 ADDRESS ................................................................................................. 8125182 ~ATE-S?ARTED ...................................................................................... DATE-ENDED .......................................................................................... DEPTH OF WELL ....................................................................................... STATIC LEVEL OF WATER FT.....~.~.....f.-t...:....~..G...~- ............................... DRAW DOWN FT .................................................................................... 14 gal/min. GALS. PER IIR/MN .................................................................................... G" dia. A53 GRD B Steel KIND OF CASING .................................................................................... -,- F- 65 .... 78 ._ dry clay/gravel KOM ..................... rL ~u ....................... r~ ......................... :. ........ F R OM......7..8_ ............. FT. TO......~-..O..:q. ........ FT......~.!..~. t..k'....~.,I.: ~.~:? ] / w a 1: e r la~ 111 ~,lot, n gravel/water FROM ....................... FT. TO ..................................................... FROM ........................ FT. TO ..................FI ............................... FROM .................. FT. TO ....................... FT ................................... FROM ........................ FT. TO ...................... FT .................................. m KIND OF FORMATION: F .... 0 .... 12 ~ fill/trees/sod Ku~: ...................... rn ~u ....................... r. ................................... FROM ........................ FT. TO ....................... FT .................................. 12 35 clean dry gravel FROM ............... FT. TO ... FT ............................ ~ ...... FROM ........................ FT. TO ....................... FT ................................... 35 59 wet sand FROM ........................ FT. TO ....................... FT .................................. FROM ....................... FT. TO ....................... FT ................................... ~.n~ 59 F TO 65 FT x~ot sz lt~ sand/gra~OM FT TO FT...h~NCP~rr.c~--~NOHO~AGE DF~T Ce I'?LT:t ~. FROM ........................ FT. TO ....................... FT---Lq~.~¢~..~r;:~::-:"~. ~'~rlON FROM ........................ ET. TO ....................... FT ............. l'"~'q ............. : 1 7 1987 FROM ........................ FT. TO ....................... FT ................................... ..................... ....................... ". ....... FROM ........................ FT. TO ....................... FT ................................... ~EROM......, ............... rT. TO ....................... FT ................................... FROM ...................... FT. TO ....................... FT ......................... :~I. -~ ~ROM ....................... FT. TO ...................... Fl' .................................. I"~ .-:.- .~ ~ ~FROM ........................ rT. TO ....................... FT ................................... FROM ........... ET. TO .................... F? ........................ ~... C, MISCL. INFORMATION: r'l-i ? (~ ~ z ~ Stephen D. Syren DRILLER'S NAME .................................................................................. Parcel I.D. # 1. GENERAL INFORMATION . MUNICIPAL~i~'OFANCHORAGE; .. ~'~-~'.',.':.~* ~[;,' :.-:o.~,.~.- ,' ., · DEPART~MENT OF HEALTH & HbM~N SER¥[CES ~"~' Divlsi~h of E~ir°nmental S~ices · . On-SiteSe~icesSecton .'~ ..... ~ . ..,-;.. ' P.O. Box 19~50 Anchorage, Alaska .......... ~3~7~ CERTIFICATE OF H~LTH AUTHORI~ APPROVAL FOR A SINGLE FAMILY DWELLING' 015-291-26 Y Complete'legal description Location (site address or directions) lO;200 Schneiter Dr,.ye 'D~y ph Property owner ......u ~ ~-~, ~y~- one Mailing address c/o P*~udential Vista Real E~t~ate Lending agency - - ~' Day phone ;,~;:, -. . !;'.,%' Mailin. g address ., Address "~2'~'1' "~" Street ~ncho~age~ Day phone AK ~9503 273-7299 Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3 ~ .3. TYPE OF WATER SUPPLY: Individual well Community well Public water XX e NOTE: TYPE OF WASTEWATER DISPOSAL:' Individual on-site Holding tank Community on-site lng to the legality and status of system. XX If community well system, provide written confirmation from State ADEC attest- Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 5. STATEMENT O,F. INSPECTION BY ENGINEER ,.. '... ~..;.,.~... , .. ~.~,/:?.r . *.;;.*~, ;.:.~. .. ,:~ -;~;.,,~.....,'.. '**? ~'.~' *. - , ..... .. , As certified by my sea afl,xed hereto and asof the va ~dat on ~{~ Shown bel0w~ I verify that mY: .. investigation o~ ~hi$ Health*A~thority Approval application shows that the o~-site water supply and/or wastewate/di~p0sal'sys~em 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 Anchor~ge_.flles and from my investigation and inspection, *the on-site water supply and/or wastewater d,sposal system ~s m comphance w~th all Mumc;pal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Rrm ~WATER & WAt~i'EWATE~ CON~ULTANTI~ ,-,' c. Address P~31 rtl=PARR ROAD. 8U!1~ 2~ 'Engineer's signa~u~'e Date Alaska Water & *" Wastewater Consultan~t~ Inc. ~ *Shall be PAID .$ ~)0- at, .or prior to, closing for the '~ Engineering Services Provided. ~ Se DHH$ SIGNATURE A.p.p roved for Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: Additional Comments By: ~ · Date z~ - ~.~ - ~'~' The Municipality of Anchorage Deparlz'nent 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 es a courtesy to pu rchasera 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. RECEIVED Municipality of Anchorage APR 1 DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division ~4UN~OP)Ur( 825 L Street, Room 502 · Anchorage. Alaska 99501 * (907) ~°~ Health Authority Approval Checkliat LegalDascription: Lo~ lZ'/ ~/~t./~. ~ U)d/z~l/,...~n~J~'ParcelI.D.: Offs. ~.o//.~_.~ A. WELL DATA Well type Log presen ~I~N) If A, B, or C, attach ADEC letter. ADEC water system number ~,/'/,~ Date completed Cased to 11 I Total depth FROM WELL LOG Casing height (above ground) Wires pmpedy protected ~.~N) AT INSPECTION g.p.m. 8 g.p.m. Date of test ~/8 ~-- Static water level ~ ~ / /~. ~_.~. t. Well production / LtL WATER SAMPLE RESULTS: Coliform ~ SEPTIC/HOLDING TANK DATA Nitrate Datelnstalled ;~./C~:~ Tank$iz. /(:)~)~NumberofCompartrnsnte ~.. Cleanoute(~/N) y Foundation claanou~.~ )~ y Depression (Y~) /~ High water alarm (Y/N),,~//,,z~ ABSORPTION FIELD DATA Date installed ~'/(~/(~ Soil rating (g.p.dJfP or F/bdrm) Date of ~ Results (Pass/Fall). For Fluid depth in absorptten flald befom~t~ Immediately after gal. water added (in.): Fluid depth (ins) Minutes later: ~ g.p.d. Peroxide treatment (past 12 months) (Y/N) If yes, give 72-(]26 (Rev. UFT STATION Date installed Manhole/Access (Y/N) High water alarm level at* SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot J / ~ ''Y On adjacent lots Absorptlonfleldonlot Io'~l~ +' '/~ old On adjacent lots Public sewer main /~//<~' / Public sewer manhole/cleanout Sewer/septic ss~ce line ~ O~ '/-- Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: / / Foundation ~ Z Property line 80 ~ Absorption field I Watermain/cervicellne I~ '/'- .Surfacewater/drainage /O0 Wells on adJacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: I I / Propertyllne Z~ ~ Buildlngfoundation I0 -I.- Watermain/serviceltne /~ 'f- Surface water [ 0 0 4- Driveway, parking~ehicle storage area / Curtain drain ~.J//Z~ Wells on adjacent lots /c~ O -/-' HAA Fee $ Receipt Number Waiver Fee $ Date of Payment Receipt Number 72-026 (Rev. 3/96)* ~ _CT&E Environmlnt]_l_S_!rvico$_lnc' CT&£ Client Name Claret SMnpIc ID OrdeFed Didz~ll Sdmc~r, L 14 B 2 DaL~II &'..h~it~r, L 14 B 2 Drinkm~ Client l~lnted DnteJTlme 04/08/~ 14:49 Coll~ed~te~e ~ 14~ R~eiy~ ~t~e ~/~ 15:15 T~I ~or: Stephen C. E~ 1.?~ 0.50o m~t~ EPA 300.0 0 cot/IO3~, $~15 9~.~ 10 .~.A ~,/03/9~ ~/O$/Og SCL RECEIVED Oept./~.~,,i ?.01 g~efl~,.~._ ./ Parcel I.D. # · ~ 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 GENERAL INFORMATION ...... Complete legal description ~ ' J Location (site address or directions) ~.~. ~W_. ~/f~ Property owner Mailing address )o z.oo ~--~'_~ ~ ~ ~ 0/2--. Day phone Lending agency / Day phone Mailing address ' Agent V/,_rz.d_-.p, ~=.~,-.~p.~.~/E-~,,'-~,4.~ ~u~C-~'~O~'l D~ayphone Address ~0 ~ , 17~N~ ~ ~' ~. ~/~ Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: ~' -"~ TYPE OF WATER SUPPLY: Individual well ~ Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- lng to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 5.' 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 investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with afl Municipa~ and State codes. ordinances, and regulations in effect on the date of this ins ~ection. Name of Firm, Alaska Water & Wastewater/j Phone Address ' 73~ E~! Che~r Hts. Cixc~e/%/ Anchorage, Alas ' 9~~ ' Alaska Water & Wastewater shall be paid $850.00 sfrsO,m th.e e.scr,ow account for inspection of the septic ~-~--7~ y ~:em :tnscal~ation. The invoice for these services ~TK~- was sumitted to the sellers anent ~-~k ...... ~%~.."~ = , ,~ou,~& ~umgarc~ne~z.~ .. Please mail payment to the address shown above. 'f~J~,~ . '¢.~./%//j~ ~.c~,,-- .. ~$. s. oH.s SIGNATU. '7 - ~' Approved for 2 bedrooms '%[°?~0~$ Disapproved. '-, Conditional approval for bedrooms, with the following stipulations: Additional Comments . By: ~ ~7~~~~~ Oate.? -/2 - The Municipality of A6Chorage 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 es a courtesy to pumhasers 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. DEPARTMENT OF HEALTH & HUMA. N. SERVICES Environmental Services Division FIB 2 5 1998 825 L Street, Room 502 · Anchorage, Alaska 99501 · (9[:)7) .3~.?stt~o~Anchorage Health Authority Approval ChecklistUepc ~em~,~[ Human A. WELL DATA walt type Log present (Y/N) Total depth Sanitary seal (Y/N) If A, B, or C, attach ADEC letter. ADEC water systqm number \[ ~---"S Date completsd ~/,~ 7/~2' I I I Cased to I I I Casing height (above ground) %~--S Wires properly protected (Y/N) FROM WELL LOG Date of test ~/~ ~ Static water level ~ ~' I ~, ~'. L. Well production ! 4' WATER SAMPLE RESULTS: Coliform ~ , 1/,~/~;:~ Nitrate Date of sample: , Z~4~ ~' ~ AT INSPECTION g.p.m. /. Collected by: ~'pUt2.~-. L~-d~) Other bacteria B. SEPTIC/HOLDING TANK DATA Date installed ' ~ /c/~ Tank size Foundation cleanout (Y/N) Date of Pumping /~'~"~ Pumper C. ABSORPTION FIELD~ATA~. Date Installed _,~ ~ Soil rating (g.p.d./fF or ~/bdrm) Length C:~_. __Width ~' Gmval thickness below pipe __ Effec~ absorption ama 4(00 +' Monitoring Tube present (Y/N) Y [ ~ Number of Compartments ~ Cieanouts (y/N) y Depression (Y/N) /~/O High water alarm (y/N) /J ~ Results (Pass/Fall) Fluid depth in absorption field befom-'re~ Immediately after Fluid depth (ins) Minutes later:.. ._Eeroxide treatmem (past ~ months) (Y/N) 72.026 (Rev. 3/96)* gal. water added (in.): ~ ?p.d. If yes, ghm date ~ D. UFT STATION Date installed ~ Manhol~Acce~' ~Y/N)' ' ' : ~evel at' High water ~~~''''~- 'Datum Cycle.~"~fed "Pump off" level at* E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot ~ ~Z¥ t't' Absorption field on lot Public sewer main Sewer/septic sewice line On adjacent lots 1001~ "F~=,~-~4 On adjacent lots I OO f'+' Public sewer manhole/cleenout Lift station too/+- SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: Fou.dafion C~ / :L Prope~ ,ne ~ O/~ Abson~on fie~d. ~' '+ Water main/sewice line ]0/'*' Surface water/drainage ~ 00~- Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Properly line Surface water Curtain drain Building foundation | ~ I+' Water maJn/servise llne Driveway, parking/vehicle storage area Wells on adjacent lots /' '2.O ENGINEER'S CERTIRCATION ,/I Engin.r's Nam~ HAAFee * ~L_.~)~' ~ Date of Payment Receipt Number ~r~- ~,~ ~'~ ~' 72-026 (Rev. 3/g6)* Waiver Fee $ Date of Payment. Receipt Number 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 APPROVAL FOR A SINGLE FAMILY DWELLING .AA. \ Location (site address or directions) .Property'owner ..Mamhng address ?:. Lending la{~enc~, Mailina address Agent Day phone Day phone ~ Day phone Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OFWATER SUPPLY: e NOTE: Individual well Community well Public water · If community well Syste, m, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individdal on-site Holding tank Community on-Site Publi~ sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of eystem. 5. 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 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 ". .' _,__ ,,,.,..o ,. w,.t,w~et' Phone · _ I _ _/I Englneer'sslgnature / ~'~./~,iV/f '"~. '~/. Date . Approved for b~rooms. ~ Di~pproved. ~ Conditional approval for ~ b~rooms, with the following stipulations: Honey sha[[ be pu~ in escrow accordance with the a~tached pe~c ~5~9704~4 and the above repairs reported by the engineer. The above work sha[[ be completed by . escrow sha[[ not be ~eleased un~l this of~ce has given f~aa[ approval. Additional Comments Date' /~.~ 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. Th~ D H HS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state req ulrements. Em ployees of D HHS do not conduct inspections or analyze data b~fore a certificate Is issued. The Municipality of Anchorage is not responsible for errors or omissions In the professional engineer's work. Munlclpality of Anchorage R E i~ E I V F ~ DEPARTMENT OF HEALTH & HUMAN SERVICES ..... ~ Environmental Services Division DEC 9 825 L Street, Room 502 · Anchorage, Alaska 99501 · (90,7,) _.3z~3-. 47;L~ 1997 .~um~tpllity of Anchorage Health Authority Approval Checklist Dept. Hellth &Human Servfce~ LegalDescripfion: ~.~'T /~/ J~/~---~. ~ ParcelI.D.:. O/~ --~/-~ WE~ DATA Well ~ ~ M ~, If A, B, or C, a~ ~EC le~er. ~EC water ~em numar ~ ~ L~ pmsem ~) ~ Date ~plemd e/37/~ ~ C~d to %.~ % I ~ing heig~ (~e ground) ~ ~ FROM WELL LOG AT INSPECTION ... Static water ~et _ ~ Well p~on _ ~ WA~R S~PLE RESULt: _ ~ Dam In.led ~¢~ ~ F~daaon de~ ~) ~S ~pm~ion ~) ~O High ~er ~a~ ~) Dme~Pumping ///ff~ ~mmr ~+ ~ ~;~ ~~ C. ABSORmON REm DATA (~ ~ ~ D~I~I~ ~/~ ~ilmflng (g.p.d~0rffi~) /~ S~m~ Grovel ~ic~ ~1~ pi~ ~ T~ de~ Eff~ ~flon ~ ~ M~ofl~ Tu~ p~m ~) ~ ~ ~pm~ion ~r field ~) I R~uid depm ~ a~o~ field before m~ (In.); ~ ' lmmedlateN a~r~__~.~ ~mr add~ (in.):~__~. / Ruid dep~ ~ (i~) ~s later: .... ~ !"./' - ...,~o~on m~ = ~' ~ r5 ~ ~.p.d. Pe~e~(p~12m~)~) ~o~ ~o~ If~s,g~da~ 72,-026 (Rev. 3/96)* Manhole/Access (y/N)'~__ "Pump off' level at* E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot WOO I.f. I Absorption field on lot J ~ ~ Public sewer main I~ Ifo~ Sewer/septic service line ~ ~'/+ On adjacent lots 100 I'+' On adjacent lots Public sewer manhole/cleanout ~,l/,~- SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: Foundation ~'/~' Property line ~' (4- Absorption field Water main/service line /014'' Surfacewaterldrainage LOO1~- Wells on adjacant lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Pmberty line · Surface water Curtain drain % ~ (+ Building foundation ~j~ Water main/service line / 0014'' Driveway, parking/vehicle storage area ~ ~ o.',/~- J~.~(3~,AJ Wells on adjacent lots /00/~' Waiver Fee $ Date of Payment Receipt Number 72-026 (Rev. · laska Water & Wastcwatcr 7320 East Chester Heights Circle ~ Anchorage ~ Alaska 99504 December 19, 1997 (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 ReE Conditional llealth Certificate for Lot 14, Bk 2, Dalzeil Schneiter S/D. To whom it may concern: The existing 3 bedroom house is served by a private well and septic system. The trench system was tested by Toben Spurkland, P.E. and deemed to be in a failed condition. Alaska Water & Wastewater was retained to design the upgrade. The design was submitted to DtlIIS on or about 12/17/97. At this time we are requesting issuance of a conditional HAA so that the sale of the house can proceed. The existing system is functioning adequately, and has an absorption capacity of greater than 320 gallons per day, per Toben Spurkland, P.E.. Based upon my observations, there are no environmental or health concerns associated with granting the conditional HAA. The intent is to install the new septic system prior to June 15th, 1997. In addition to the septic system, the well wires need to be fully encased in conduit, and a plug needs to be installed in the top ofthe sanitary seal. If you have any questions, please contact me at 337-6179, or 244-9612. assistance. /~ Sincerely,/~/~/~/ Thank you for your 203 WEST ISTH. AVENUE SUITE 203 ANCHORAGE, ALASKA 99502-3904 (907) 279-3916 Fax (907)-276-6013 LEGAL: LOCATION: OWNER: RESIDENCE: WELL: SEPTIC SYSTEM: SEPTIC SYSTEM ADEQUACY TEST ~..,.--:.~': ~-.~. Lot 14, Block 2, Dalzell-Sc~e~ter S~ 10200 Schnelter Road ~ · · · On Site Single F~lly FROM M~ICIPAL RECORDS 4 Bedroom Syst~'.o' TANK: Greer 1250 Gal. 2 CompS. ABSORPTION SYSTEM: ABSORPTION AREA: SOIL RATING: 150 INSTALLATION DATE: WAIVERS GRANTED: Trench, 648 Sq. Ft. 8-20-$2 None Required DATE OF LAST PUMPING: A+AnchorageNovember 1997 DATE OF TEST: December 2, 1997 TEST PROCEDURE: System was inspected and measured. Tank was found with four feet of cover and with a liquid level of 47 inches. No trench clean out was found. Trench monitor was 8 feet deep and with 27 inches of liquid. 750 gallons ofclcan water were added to the trench while the liquid levels in the tank and the trench were monitored. The water level in the tank did not change and while the water level rose 18 inches in the trench monitor. Thc next day the water level in the trench monitor had dropped 7 inches, indicating that the system had absorbed 320 gallons of water in 21 hours. TEST RESULT:. The system will probably function satisfactory for several years, but replacement will be necessary within the next ten years, if used heavily maybe within the next three to five years. The system does not meet the code requirements of the Municipal llealth Department which requires an absorption rate of 150 gallons per bedroom per day, or 450 gallons per day. NOTE The operational life of all septic systems depends on the local soil conditions, ground~vater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this septic system. We ~:an therefore not give any estimate &how long this system will function satisfactorily for current or future occupants. All septic systems ultimately fail. Some systems last i 5-20 years, others fail after less than five years. T. SPURKLAND P.E. WEST ISTtl. AVENUE SUITE 203 ANCl IORAGE, ALASKA 99502-3904 (907) 279-3916 Fax (907)-276-6013 RESIDENTIAL WELL INSPECTION LEGAL: LOCATION: OWNER: Lot 14, Block 2, Dalzcll-Schneiter S/D 10200 Schneiter Road Marines, Mark TYPE OF WELL: Private, Single Family WELL LOG AVAILABLE: Yes INSTALLATION REQUIREMENTS MET: Yes WAIVERS GRANTED: None Required WELL YIELD FROM WELL LOG: 14 Gallons per Minute WELL YIELD FROM TEST: 8.5 Gallons per Minute DATE OF INSPECTION: December 2, 1997 TEST PROCEDURE: Well was pumped at a constant rate while the drawdown was monitored with an acoustic probe. At the beginning of the test water level was found at 43 feet below top of caslng. At a pumping rate of 8.5 gallons per minute the water level dropped to 81 feet after 2 hours ofpumplng. A total of 840 gallons was pumped in that time period. The well recovered to 54 feet within 15 minutes.. TEST FOR E.COLI AND TOTAL NITROGEN: Water was tested for E.Coli and total nitrogen on December 2, 1997 E.Coli 0. Other Bacteria 77 Total Nitrate-N 0.200 mg/l Max. allowable Total Nitrate-N l0 mg/I. I 0 Colonies of Bacteria Allowed TEST RESULTS: This well meets the requirements of the Municipality of Anchorage with the exception that Ihe well wires are not protected by conduit as required. The well must be elorinated to get rid of bacteria. THIS WELl, WILL PRODUCE MORE TIIAN 3 GALLONS PER MINUTE FOR MORF~ THAN FOUR HOURS The Municipal requirement for well flow is 150 gallons of water per bedroom per day. This well exceeds this requirement. The assessment of the condition of the well applies only to the conditions as of the day tested. The flow rate may change due to subsurface conditions that may not be observed from the surface, and changes in the land use and other factors that may impact the aquifer feeding the well. ' 'CT~,E ESI AHCHO~'AGE P.82/03 C'r&E Rcf.# 97732 t~.~ t Ctient Name Tobben 5~,:r;:b.'~d P.E. Project Norad# 14:2 DS Client Sample ID I~.'2 DS Matrix Dr:r~i~ Wa'er Ordered By PWS~ Cli~.:tt Printed l}ate,Timt 1%'09/97 21:26 Collected Date/Tilae 12/02~97 15:00 Received Dalerfime 12 '02'97 15:30 Technical Director: Stephen C. 'CT~E ESI AKCHOPAGE 9075615~01 P. 03/'03 )rinktnE '~¥ ater Ar~ai)'s~s ~epo~ [or Total Coliform Bacteria ~.~:~.. ~ S~-~ ~[4D I.~'$TR&'~lo~'~ 0~' ~VE~E SlOE ~EFOR~ COi[EC~I3~'~ ~~BY LA~O~Y SAMPLE 'IWPE: ~ Trt~tcd Watt, CI R~pes~ Sam~'t~ (fo~ rcutln~ sampl~ ~g, · Untrcal.~ Wz¢~r ~ilh I~b rtl nc. . ) Spcci~l PurpOse SAMPLr LOCATION to n~ c~:t tc!i~b;e ~ul~ PIc~ D5C-15-1997 88:4~ CT~E ESI ;~CI~AC;E 9~,$615~'~ P.O1/~i CT&E Environmental Services Inc. .'Lking Water Analysis P, epor~ for Total Coliform Bacteria :o~ w. po..,., o,,,. Anch~rl~eo AK g~611.1605 Fix: I~ S61.5~1 MUST BE COMPLy. ~ rD ';,Y WATER, SUPPLIER ruB, :c WATER SVSTC~ rD. # IIIIIII P~A~ WATER S~i [51 -- :Md) DaT yem' SAMPLE TYT~: ' -- eA~OLOG[C.~ WATER ,A~AI.,YSIS RZCO~D Time. ~ . TOT'Pl- P. 01 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES DIVISION OF ENVIRONMENTAL SERVICES CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4744 tt87-0087 Application Date GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL) (a) Legal Description (include lot, block, subdivision, section, township, range) Lot 14 Block 2 Dalzell-Schneiter Subdivision Location (address or directions) Property Owner Hark Marines Telephone: Home Business 659-5016 Mailing Address BOX 103435, Anchorage Alaska 99510 Lending Institution Alaska USA Telephone Mailing Address BOX 196613, Anchorage 99519 (b) (c) (d) Real Estate Company and Agent Address Telephone (e) Mail the HAA to the followino address: or: Check here r-I, if hold for pick up. List contact person and day phone number below. TYPE OF RESIDENCE Single-Family [~:x Number of Bedrooms four (4) WATER SUPPLY Individual Well ~x Community f'1 Public 1'-I Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. SEWAGE DISPOSAL Onsite~XXPublic n Community D Holding Tank [] Note: I! community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 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. NameofFirm Hugh Bevan, Bevan Engineerin~lephone 522-1383 Address PO BOX 112852 Anchorage 99511 Date Engineer's Seal This d~partment has received written confirmation from the engineer regarding the Conditional Approaval of February 23, 1987. The corrections have been accomplished and an inspection has been completed ~y the engineer. The subject property meets with Municipal standards and is now approved. Approved for four (4) bedrooms by ate Approved XZXXXXXXXXXDisapproved Conditional June 12, 1987 Terms of Conditional Approval 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-o~ ~.~, 8~6t sack BEVAN ENGINEERING P.O. Box 112852 ^nchor,~c~. AK 9~11 19~7) 522.1383 June 12, 1987 Municipality of Anchorage Department of Health & Environmental Protection 825 "L" Street Anchorage, Alaska 99501 )~N 1 ~ 1987 RECEIVED Re': Mark Harmes, Health Authority Approval (HAA) Application Lot 14 Blk 2 Dalzell-Schneiter Subd. Gentlemen : On June 11, 1987 I reinspected the referenced property. The septic tank standpip.es have been ~epaired and the well wiring is encased in conduit. repairs complete the HAA Application. These Sincerely, 87201-ws MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES DIVISION OF ENVIRONMENTAL SERVICES CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY OF ON-SITE SEWER AND WATER FACILITY 264-4744 Application Date Z--J~:'-- ~ 7 GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL) (a) Legal Description (include lot. block, subdivision, section, township, range) Location (address or directions) (b) Property Owner':~'~,~,'~5' ~'/~',,,'~.I" Telephone: Home . (d) Real Es'tate'Companyand Agent Address Business ~'~"~ ---~:~/'~- Telephone ~.~..5' - Telephone ' (e) Mail the HAA to the'f611owina address: or; Check here r-I, if hold for pick up. List contact person and day phone number below. TYPE OF RESIDENCE Single-Family,,~ Number of Bedrooms WATER SUPPLY Individual WellJ~ Community I-I Public D Note: If community well 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. 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 lhat 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 ~"~/./,~.,"~ ~/"~'~.~-.~.~,~"2,~/~ Telephone Address ~X /~ _~ ~ ~ Date ~--/~ - ~ ~ D HHS APPROVAL ._~_~/.~//.,~/~ ./~/ Approved for /z'~,,... ~Z~_,) bedrooms by - B~ep~ Conditional Terms of Conditional Approval ~-~ ~Z~,>~/~,~,~ . 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 1o satisfy certain federal and state requirements. Employees of DHHS do not conduct 'nspections 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 /VtUNICIPALITY OF ANCHOI~,GE ENVIRONM£NTAI, SER¥1CES DIVISION MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 264-4744 Legal Description: FEB 1 ? 1987 RECEIVED -~, WELL DATA Weli Classification ~/~"~',,"~ If A, B, C, D.E.C. Approved (Y/N) Well Log Present (Y/N) Y Date Completed ~'- Z'7- ~'Z Yield -.~. ,~ ~..~/,.~ Total Depth ,,/'// Cased to ~'~,~,-",-/~[~Depth of Grouting Static Water Level -'~'~.. ~'/ ' ,,~.,~v-' 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 /1/,//.''~ To Nearest Public Sewer Pump Set At ~/,'~-~--~'~'~,~'.~./ Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) ; On Adjoining Lots ,,/,:' ~' ~ ; On Adjoining Lots ,'/~.':' ~'' Cleanout/Manhole /~'//~'~ To Nearest Sewer Service Line on Lot Water Sample Collected by _~/'~?./5/ ~'~ ~.-3,,..~ ; Date ~-/~- ~ Water Sample Test Resul~ ~ ~ ~ / ~ ~ ~ Comments /~ ~-/ [~J ~ ~~ ~ mo~ ~J~ / 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 Size ~ No. of Compartments Air-tight Caps (Y/N) ~ Foundation Cleanout (Y/N) Date Last Pumped ~'-/.-~- ,~' ~-- ;for Temporary Holding Tank Permit (Y/N) "~'.,,"/,,'~ To Building Foundation To Disposal Field To Wate[ Idain/s~,ice Line '~//~' To Stream, Pond, Lake, or Major Drainage j ,tJourse. · - · ~ :~- - . , ...,,,,_ , iff. ~ ~ ~:,., .'. ,.:q., ~l C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date nsta ed J Width of Field Square Feet of Absorption Area Depression over Field (Y/N) Results of Last Adequacy Test Separation Distance from Absorption Field: 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 Type of System Design Length of Field Depth of Field Gravel Bed Thickness Standpipes Present (Y/N) Date of Last Adequacy Test To Property Line ,-~'~ / To Existing or Abandoned System on ; On Adjoining Lots To Cutbank (if present) Comments 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 tja.ve checked, verified, or conformed to all MOA a:d HAA guidelines in effect on the date of this inspection. Signed .,~'/. ~~ Date Company z'~,~/',~)/-, ~'~/,,,'/.~,//,~.- MOA No. Receipt No. ~OO~ - Date of Payment ~ I~ ~ Amount: $ I O~~ Page 2 of 2 BEVAN ENGINEERING ^pproved Wel & Septic Engineers P.O. Box 112852 Anchorage, AK 99511 (9O7) 522-1383 (907) 258-0584 February 16, 1987 Municipality of Anchorage Department of Health & Environmental Protection 825 'L' Street Anchorage, Alaska 995~1 FEB ! ? RECEIVED Re : Mark Marmes, Health Authority Approval (HAA) Application Lot 14 Blk 2 Dalzell-Schneiter Subd. Gentlemen During the period from February lQ to February 15, 1987 we performed research, site investigations, well flow testing and absorption field testing pursuant to Health Authority Approval on the above referenced lot. We performed a well flow test and found the well production to be 5.4 gallons per minute (gpm). This exceeds the required 0.4167 gpm for a 4 bedroom heme. We took a water sample for Coliform analysis and the results were negative. We performed an adequacy test on the septic system and determined that it absorbed at a rate of 74~ gallons per day Cgpd>. This exceeds the 6~ gpd required for a 4 bedroom home. The septic tank was pumped and the volume verified to be 125~ gallons. To our knowledge all of the information requested on the HAA Checklist and Application has been assembled. We are submitting this data to you for your review. Please contact us if we can provide any additional information. Sincerely, Hugh R. Bevan P.E. Attachments : HAA Application HAA Checklist Sewer As-built Original Soils Investigation Original Well Log Total Coliform Analysis Septic Pumping Receipt cc Mark Marmes 87201-ws APPLIC"NT FILLS OUT UPPER HA[~"~, ONLY Lending Institution ' / n '~ ~ ~ ~ ~ ~ ~one Water Supply ~ Public Utility ~ Holding Tank NOTE: THE INSPE~ION ~E MUST ACCOMPANY EACH RE~EST BEFORE ~ESSING CAN BE INITIATED. Time Time Time Time Date Date Da~e Date Inspector Inspector Inspector Inspector ( ~ ) APPROVED ~DR~MS 'CONDITIONS OF APPROVAL ( ) DISAP~OVED ( ) COND~T~NAL APPROVAL' By:DATE November 22, 1982 Sun Construction Box 474 E SRA Anchorage, AK 99507 Subject~ Lot 14 Block 2 Dalzell - Schneiter Approval for the individual sewer and water facilities cannot be granted until the following items have been completed~ The top of the well casing should be sealed so that it is water tight. The %;stet analysis report needs to be submitted to this office from the Chem Lab, 5633 B Street, for our review. A four (4) inch cleanout needs to be installed to the sep- tic tank. Please notify this Department for a reinspection when the noted discrepancies have been corrected. If there are any further questions, please call this office at 264-4720. Sincerely, RP231/p/E~! Robert C. Pratt Associate Environmental Specialist