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HomeMy WebLinkAboutLot 09 MUNICIPALITY OF ANCHORAGE Hea- h and Environmental Protec '.on Fourth Floor West 825 L Street Anchorage, Alaska 99501 279-2511[, x 224, 225 SEPTIC TANK: FROM WELL .................... MANLJ~ AC IIJRL H INSIDE LENGTH ........................ IN!;II)U WliJli't TILE DRAIN FIELD:~z~~ ~ ~...L© I TOTAL. LENGTH DISTANCC FROM WE_L~ ....... FOuH[.)AiIO(d ~. NE.AR[ 5[ [OI LINE ......... OF'L NF. ........... ~_~ ........ DEPTIt: TOP OF FILE. 1'O F:iNI51t GRA[)E ~( [)EP'ilt C)F ! tL..l'L R ~ ~ ...... MAlE RIAL [~L. NEAI~t 'IILE ........... N. ABOVE TII_E SEEPAGE PIT: DIAME'f ER ........... (,)~ WIDTH ....... L[%NG-TI t ...... DEPTIi Log Crib _.Rings BUILDING FOLJNDATION Crib Size: E,tAMEIFR ...... L)EPIt.i ...... DISTANCE FROF/~: WELL l (.}I',A,L EFFECTIVE ........... ~c'r) p IWEtAFU:':ST L()F fINE Al,:, R TION AREA (WALL AREA) SQ. F'[', Well ~ ~0 . Class: Depth: Well Distance To: Lot Line Bldg: Sewer Line: Pipe Materials: # of Bedrooms: Installer: Remarks: _b~_ !Alt .... /\PPROVE [) F'E R M I T NO. E. EFHF..1 tlE. N] OF HEALTH RNE:, EN',,,'IRONHE:NTRL 'RO]"I:ZC~r ]: ON '-"~'~ :, YF..EET., ANCHOF.'.RGE., ilK. :9 t~, .!.=; 0 ::1.."= ~/)~ 279-25t-t ~ OI 1"-41 --- 2,.---...; ][ 'T" EK ."-~; E: &--II E: E~.':.". F=" E: F~.". I"-'lt :1:: T' ,' }"'7096 ::, RF'F'LICFINT ......... ';' '-- "ST HHF.., E L. L. E · HRF. ~. I =,. N [:,E',,,'EL. ~:20:.t "C LL-.ICAT I ON SPENARE;E~2~'"L,.IO(]E:,LAN[) E:,R LEGAL I.. 9 ..... '-" ' '- ' .~CE NF. _ T F...I :,HTr.. N HE,=,OF.'.E,T 1 ON _, T =,"[ Er1 I ::, 'r'¢PE OF =, J I L - -"- -' ' ' TRENE:H :SU I 'I-E 26~:1. l... O"F ?., 12.'. E I',IFI::.::IMIJM NUMBER OF EE[:,F.'].-MS = 4 SOIl .... RATING ,'StT.! F:' "I" ,.." E: R :: .... THE RE '::,_ I REE:, S .[,.:E. OF THE SO I L HE,::,L F..F'r I iji'~ S'¢L:;TEM 1:5 THE LENGTH DIMENSION IS 'T'HE LENGTH ,:: IN FEET) OF ]"HE: TF.:ENCH OR [:,RR;[NI::'IEL, I:>. THE [:,EPTH OF R TRENCH OF..' PIT IS THE D IS'I"RNCE E~E"I"I.,.IIEEN THE SUF...'FFICEE OF ]"HIE GROUND FIN[::, ]"HE BOTTOM OF THE E',:.,:I]:FI',,,'ATION (IN FEET). THERE IS NC.I SET L,.tID]~H FOR TRENCHES. THE GRR',,,'EL DEPTH IS THE MINIMUM [.',EF'I'H i]F GRFI',,,'EI .... E~ET£4EEN THE OU"FFFtl....I .... PIPE FIN[) THE BOTTOM OF THE E',:.:',CA',,,'AT ]: i]N < I N' FEET >. .... FI---ICi ,:: ;-.:.:' ::, I I'-.I..:.F E ..... F I C,l'-.i'_=; FnRE] F-"En":,# n .~:: BRCKF ILL I NG OF RN'¢ S'T'STE]',I I.,J I THOUT F I NRL I NSPE ]:T I ON RNE:, NF F F... , NL B'T' 'T'H I '.E; E:'EF'RR]"MENT WILL BE: SUE;JEC]" TO F'F.'.FiSECUTION. MINIMUM DI'.'.-".;TFINCE BETWEEN Ft NELL FIND FINY ON-SITE SEI.,.IFIGE [:,I:F.;F'I]SFtl .... S'T".:iFTE]',I :L¢'"~O FEET FOR R PRIVFI]"E WELL OR 200 FEET FOR Ft F'UBLIC NELl SPECIF'ICRT IONS FIND CONSTRUCT IO['4 [:,IFIGRRf,IS F~RE: FI'v'R I LFIE~I_E TO II'-,ISURE F'ROF'ER I NSTRL. LAT I ON. I CERTIF'h.' 'T'HRT :.t: I AM FAMIL. IFIR WITH THE REQUIREMENTS FOR ON-SITE SENERS AND I,,,1EI....t....S AS SE'I" FORTH B"r' ]"HE MUNICIPRLIT'¢ OF ANCHOF.'.AGE. ;2:: I W]:LL. INSTALL. THE S'¢STEH IN FICCORDANCE NITH THE: CO[:,ES. 3.: I UNDERSTFtND THFIT THE ON-SITE SENEF.". S'¢STEM I"'lA'¢ REQUIRIE ENLARCiiEHENT IF 'T'HE RESI[:,ENCE IS:.; REMO[:,ELE[:, 'fO INCl,// MORE THFIN 4 .E:E[:,ROOHS. r.~ I~I)IFIF F L ' .... F HRR ,,'EI._L.E,..'HRF.".I4t I SON [: E'v EI...OF'flEN]' · ...................... r.,,, .................... March 18, 1977 R & M NO. 752120 Harvelle/Harrison Development Co. Calais Office Center 3201 C Street Anchorage, Alaska 99503 Attention: Glenn Roberts, Superintendent RE: Test Hole and Soil Log Report for Sanitary System Lot 9, Block 7, Conroy Rushton Subdivision, Anchorage, AK Gentlemen: We are submitting herewith the test boring results and our comments regarding soil conditions encountered at the subject site. This in- vestigation was performed in accordnace with your request of March 17, 1977, and those procedures outlined in a letter dated July 15, 1975, by Mr. Rolf Strickland of the Municipality of Anchorage, Department of Environmental Quality. A single test hole was put down within the subject site area for the purpose of defining general subsurface soil conditions for the proposed sanitary system. Drilling was accomplished with an auger type drilling rig and the test hole was extended to a total depth of 20 feet below ground surface. The log of the test hole has been included in Drawing A-01. Groundwater was not encountered in the test hole while drilling. A percolation test was performed from a depth indicated and reflects average infiltration from that depth to the bottom of the hole. We appreciate being given this opportunity to be of service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R & M CONSULTANTS, INC. Edward Yarmak, Jr. Geotechnical Engineer JWR/pe PERCOLATION TEST HARVELLE/HARRISON R & M NO. 752120 Lot 9, Block 7 Conroy Rushton Subdivision TH-4 March 18, 1977 TIME 1:30 1:31 1:32 1:33 1:34 1:35 1:36 1:37 1:38 1:39 1:40 1:45 1:50 1:55 2:00 2:10 2:20 2:30 ELAPSED TIME 0 1 2 3 4 5 6 7 8 9 10 15 20 25 30 4O 5O 60 INCHES 9.75 14.50 16.75 18.75 20.00 20.75 21.75 22.75 23.50 24.25 24.75 28.50 32.00 34.00 34.75 36.50 38.50 40.25 DROP IN INCHES 0.00 4.75 7.00 9.00 10.25 11.00 12.00 13.00 13.75 14.50 15.00 18.75 22.25 24.25 25.OO 26.75 28.75 30.50 2.0 MINUTES/INCH