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HomeMy WebLinkAboutBIRCHWOOD ACRES LT 6LoT G I o51  MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT MAILING ADDRESS LEGAL DESCffilPTION NO. OF BEDROOMS ~ DISTANCE TO: ~OO ~ ~ ~ ~ Manufacturer ~~ ~,~ ~ Mate~,~~ ~ No. of compartment~ Liq. capacity in gallons Width IFHOME~DE: Insidelength~ ~ ~ ~ Liquid depth ~O~ DISTANCE TO: ~ [ .. Dwelling PERMIT ~ Manufactur.r ~ ~ ~ Material k,.uidca.ac,tgin~allons gQ = DISTANCE TO: Wellx ~ O~* Foundation ~ ~ Nearest lot line ~O PERMIT NO. ~ No. of lines Length of each line Total length of lines Trench t Distance between lines ~ ~ ~ ~ ~ ~a inches O~ Top of tile to finish grade ~, ~ il Material beneath tile--~t O'1 inches Total effective absorp~o~r~__ Length Width ~ Depth PERMIT NO. ~ Type of crib Crib ~r el Crib depth Total effective absorption area m Well ~ ~ Building foundation Nearest lot line m DISTANCE TO: ~t~s~.~ ~ O Depth Driller Distance to lot line PERMIT NO. ~ DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER pipE~ATERiALS ~ ;'~ SOl L TEST RATING ': INSTALLER~ g g ~ REMARKS ~ ~~ DATE LEGAL 72-013 (Rev. 3/78) TH[!: L.E:NGTH D :[ MENS :[ ON :[ S; "['PIE L..ENC:iTH ,:: I N FEE'T :.', OF' THE: 'TRI:.~'I*.,IC:H (3Fi'. [::'F.:FI ]: N,F' :l' E:!.. E:,. 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'.:.:.:U[.:.:..TLSC:T TO M I N i t*'tUl'd f:.', I S'T'IalqC':E 8E:TI.,-IEE:I'.,I FI L,.IEL. I.. FIND F'll"J"r' ON"-::.:.; I'T'E: SE:L,.IFI(FiE E:' ::D:3~ f:[EET FOR 1:"4 F'P::]:","FITE !.q[ELI.....; OF'.': ::1...'~:;~ 'T'O ;:..]:~;!~t..::~ I:::E[~:T F:ROM Ft t::'1. E I... I C !.,.IEL. I .... E:'EF:'E.:I"J[::, I.l*',i~]i t F'.'.: r.I "!'HE T"r'F'E OF F:'...!E t...~: C: 1,![':':! .i ..... I.,.IEL. L. L.O~'_'~S: FII~:E:.' F:E~]]U:[F.".E:D FIt"J[:, i"II...t~.:.::T Bt~ I:;.'.[."'.'TLIR!"JED 'r'o THE: OF:.' TFIE..: !.,JELL. C:Oi',IF't..ETION. O'I"HEI:;.'. F)~E:C..!t..f:[F:Er,I[~!'.,!T;.:; P'IFI'T' FII::'PL'T'. :'SPEC:IFtCFITIOi'.,t'.:F, l::lf.,t[:, t"..':ONS;TF'.t_~C:T][ON I:l',,,'I:::l ][ LF48LE: TO ]: I'.JS;UI:~'.E I::'F~OP[-ZF:'. :[ t'.JSTFILI..FIT :[ ON. .1'. C:[_CF::T :f. F""r' THFIT :1.: ]: ~::4M F'FtFiZL. IF~Fi: I.,.IITH THE RE":L::!LI]:REP1E:NT'_::.; FOR F'OI'~'.TH [S*"r' THE".'. MI..IN.'[ C: ]C F'FIL :[ T'T' OF: F:It"~.C:H, Of~:F~(~iE. [~::: Z I,,.I'.[L..L.. :[I",ISTFILL. THE ::.'.'ik':!?I"IF.:M :[i"J f:IC':C:OF.~[)FINC:E P.t~'T'H 'T'!'-IE: C:O[."E:S. :.~:: ]: L.tND[~F'.STF~I'-,t[::~ THI::tT THE: ON'.~S;ZT[~ :!:;E'.t.,.I[F~: :E:'~"::.:.:TE:M F-'.E:S ].' [::'f:~NC:E ]:.':S F.'.I:T:.MO[';,E:L.K.:E:, TO .'[ I'.~.CL.I..I[::,E MOF':!:_:' THFIN ::-~: E~[S[::'F:OOM':'~;. S :t'. C~I"JE/I.'.'.',: FIPPL. :[ C:FINT I~t '.t.' L.. Fil:;.:k' M ]'. C:H Z L.. ]: C'i .:,.:, LIE: [:~ [l"r'. ........................ [::,laTE: ........... GREATER ANCHORAGE ArEA Borough DEPARTMENT OF ENVIRONMENTAL QUALITY :33:30 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-456! PERMIT NO. SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT LEGAL DESCRIPTION ~"" lO ~'"' ~ ~ ~ INSTALLATION OF: SEPTIC TANK ~ TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH SOIL TEST RESULTS COMPLETION DATE ANTICIPATED PHONE DRAIN FIELD ~ OTHER SEEPAGE PIT TO BE INSTALLED BY ' dOO ,~.~, NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING'~OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTME.T OF ENV,RO.ME.TAL QUALITY AUTHOR'TY U.JECT TO PROS CUT,O.. SEPTIC TANK SIZE 0 TYPE ~,,,~,EPAGE AREA ,-SJT~E~ SEPTIC TANK TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK '~ FOUNDATION TO SEEPAGE PIT SEPTIC TANK TO SEEPAGE pIT X~LL ~~ , SEEPAGE PiT WATER MAIN TO SEPTIC TANK ~ DRAIN FIELD SEPTIC TANK,. ~ {~ ~ , SEEPAGE PiT ., D'R~AIN TO RIVER, LAKE, STREAM. ' "'"t ''' CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB C~OBSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK A~D SEEPAGE PiT FITTED WITH AIRTIGHT REMOVABLE CAPS. CONFORM TO BOROUGH REGULATIONS R/A~DING INSTALLATION, / / G ,A .A .B. OR LICENSED DESIGNER <~X ~.rg~ DRAIN FIELD , ~EEPAGE:~]T / ~.,/ .~_so CO""~IDER AREA w~;. ~ ,~ ' ~EEPAGE PIT TYPE DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 2:8-68 AND THAT THE ABOVE FORM NO. EQ-O! 6 CONSULTANTS, INC, 5024 CORDOVA · BO~. G087 · ANCHORAGE, ALASKA 995G2 · PH. 907~279-0,A83 · TLX. 090-25:360 July 1, 1977 R&M no. 751185 Michael Quarne SRA Box 542 Chugiak, Alaska 99567 Subject: Soil Investigation for Sanitary Sewer Systems, Lots 4, 5, and 6, Birchwood Acres Subdivision, Chugiak, Alaska Dear Mr. Quarne: At your request of June 30, 1977, we conducted a subsurface soils inves- tigation at the proposed locations of the sanitary sewer systems on the subject lots. The investigation complied with those procedures required by the Municipality of Anchorage Department of Health and Environmental Protection. This investigation which was accomplished on June 30, 1977, consisted of three test holes. Test Hole 1 was excavated to a total depth of 12.5 feet below ground surface, Test Hole 2 was excavated to a total depth of ll.O feet below ground surface and, Test Hole 3 was excavated to a total depth of 15.0 feet below ground surface. The test holes were sited according to your instructions and their locations are shown in attached Drawing A-O1. Excavation was accomplished with a backhoe. Ail material excavated was monitored by an experienced engineering geologist. The topography at the excavation site was generally gently-sloping to the southwest. At the time of the investigation the site had original vegetation consisting of medium sized birch trees. The top of the test holes were located at original ground surface. The~s0ils encountered in the excavations are shown in the test hole logs in Drawings A-O1 and A-02. The symbols used in Drawings A-O1 and A-O2 are exp-tained in Drawings B-01 and B-02. The logs display specific conditions encountered at the test locations. However, subsurface conditions may vary in other parts of the lots without any apparent surficial evidence of the change. Groundwater was encountered in Test Hole 1 at a depth of 11.5 feet. Bedrock was not encountered in any of the test holes. At the time the holes were excavated, seasonal frost was not present and permafrost was not encountered. Based on the visual classification of the soils encountered and the requirements set forth by the Municipality of Anchorage, percolation tests were not necessary within any of the test holes on the subject lots. Ju~y 1, 1977 Michael Quarne Page -2- We appreciate this'opportunity to be of service to you. Please contact us if you have any questions concerning this letter or if we can be of additional service. Very truly yours, ~ Staff~Geologist · Dept. Jim McCaslin Brown Head, Earth Sciences JA/JMB/gld Attachments: Drawings A-O1, A-02, B-O1, and B-02 LOCATION SKETCH Lot Pierre Ln Lot ~ 15~. 3 Lots 4, 5 and 6, Birchwood Subdivision Chugiak, AK Not to Scale Distances shown are approximate and have not been measured by surveying methods. LOG OF TEST HOLE NO. 1 Scale: 1"=3' 0! ORGANIC SILTY SAND w/ ' SO~ GRAVEL 0.5 ' SANDY GRAVEL w/ TRACE SILT (~ 5%) (GW) Many Cobbles, Brown, Slightly Moist, Dense 8.0' ll.5'A. BI - SAND w/ TRACE GRAVEL, TRACE SILT (< 5%) (SP), Fine, Brown, Moist, Dense 12.5' T.D. This log depicts subsurface soils observed within the test hole at the location shown. [SCaLE:see above J CONSULTANTS, INC. LOCATION SKETCH AND TEST HOLE LOG MICHAEL QUARNE F.B. ~.NO. 751185 ~DW8. NO. A-O1 LOG OF TEST HOLE NO. 2 Scale: 1"=3' ORGANIC SAND w/ SOME SILT SOME GRAVEL 0.5' SANDY GRAVEL (GW) Brown, Dense, Slightly~ Moist 3.0' SAND csw) Gray-b~o..wn, Slightly ~oi~.t0, GRAVEL w/ SOME SAND (GW) Brown, Dense, Slightly Moist ~% 9.0' /~A'ND (SP)~ Fine, Brown, Moist, Dense ...... 10.5' SILTY SAND w/ SOME GRAVEL (S~4) Gray, Moist, Dense ll'T.D. Groundwater was not encountered. LOG OF TEST HOLE NO. 3 Scale: 1"=3' ORGANIC SAND w/ SOME SILT, SOME GRAVEL --0.5' SANDY GRAVEL (~'~) :asional Cobbles, Brown, Moist, Dense 10.0' SAND (SP) Fine, Gray-brown, Moist, Dense 15' T.D. Groundwater was not encountered. These logs depict subsurface soils observed within the test holes at the locations shown. See Drawings B-01 and B-02 for explanation of symbols. ICKD: JMA / /PATE: v-1-77 / CONSULTANTS, INC. TEST HOLE LOGS MICHAEL QUARNE January 3, 1978 Michael Quarne Star Route Box 542 Chugiak, Alaska 99567 Subject: Lot 5 Birchwood Acres Subdivision I~t_~irchwood Acres 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 loq 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, Health~nd Environmental Protection Sewer and Water Section LNB/lJh