The URL can be used to link to this page

Home My WebLink AboutT11N R3W SEC 3 BLM LOT 1 AKA PARCEL 16 NAME MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAl. PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Tele~hone 264-4720 ON-SITE SEWAGE DISPOSAl_ SYSTEM AND/OR WELl~ INSPECTION REPORT MAILING ADDRESS LEGAL DESCRIPTION LOCATION Manufacturer Length of each line NO. of lines Top of tile to finish grade~ Length Width ~1Abs°rp~n area~7 / Inside length Foundation Total length~es Material beneath tile Depth [~UPGRADE IDwelling ~O ! IMateria) INearest lot line~.~! Tre n c~,~wgt h inch es NO. OFBEDROOMS PERMIT Liquid depth PERMIT NO. Liquid capacity in gallons PERMIT NO. ~:~/~'~///--/5-- Distance between lines Total effective absorption area PERMIT NO. Type of crib Crib diameter Crib depth Total effective absorption area Well Building foundation Nearest lot line DISTANCE TO: Class Depth Driller Distance to lot line PERMIT NO, DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS · SOIL TEST RATING INSTALLER REMARKS '/ /' APPROVED DATE LEGAL 72-013 (Rev. 3/78) I- ,_,' Rfq I T NO~ DEF'RRTMENT ~]~-~.~HEFILTH RND EN'¢ I RONHENTRL F/~?'FECTI ON 825 264-4728 E:~0445 > APPLICANT L. OCRTION L. EGRL RICHRRD BUSK OFF OLD SEWARD HWY LOT ~. SEC ~ l'itN R~W PO BO~i 9?± LOT SIZE ~44-±~26 87128 SQUARE FEET TYPE OF SOIL. ABSORPTION SYSTEM IS: TRENCH MR'XIMUM NUMBER OF BEDROOMS = --,': SOIL RATING (SQ FT/BR)= 175 THE RE6~UIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: 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 GRRVEL DEPTH IS; THE MINIMUM DEPTH OF' GRAVEL BETWEEN THE OUTFALL RIPE AND THE BOTTOM OF THE E::<CRVBTION (IN FEET). PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPRRTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF' RESIDENCES THAT THE WELL WILL SERVE. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS ~E4¢9 FEET FOR FI PRIVATE WELL OR %5E~ ~0 20E~ FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM R PRIVATE WELL TO A PRIV~BTE SEWER LINE IS 25 FEET RN[:' TO R COMMUNITY SEWER LINE IS 75 FEET. WELL LOGS ARE RE6,!UIRED AND MUST BE RETURNED TO THE DEPRRTMENT WITHIN ]:0 DRYS OF THE WELL COMPLETION. OTHER RE6!UIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTRLLATION. I 1: FORTH BY THE MLINICIPRLITY OF ANCHORRGE. 2: I WILL INSTALL THE SYSTEM IN RCCOR[:,ANCE WITH THE CODES. ~:: I UNDERSTAND TNAT THE ON-SITE SEWER SYSTEM MAV REE,~UIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 3: BEDROOMS. S' I ~_~NE[.~: ~__~~-~'' ............ RPPLICANT RICHARD 8USK ..,_ . I_,:,LIE[ .......... DATE ......... V4. E~ CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET HEAl_TH z~<,__ AND ENV I RONMEN]`'AL ~"~'~3'I"EC:'I" I ON B;~5 '",_ STREET., ANCHORAGE., AK. PERMIT NO. APPL I C:RNT RI CHRRD .P, LIS K t..OCFITION OLD SEWRRi!~: HWY I_EGFIL T:'I.:I.N R_Z~:W SE_£: ~: I"YPE OF SOIL AF:;SORB]`'ION SYSTEM IS: MFIXIMUH NUHBER OF BEDROOMS = B P. O. E,U,,., ... ,' J- RNCH [.BT _ TR. ENCH 24.S 2%50 200(~0EI Stl)IJFIRE FEET SOIL_ RATING <SQ FT,-"BR)= '175 ]"HE REf~UIREr.) SIZE OF ]'HE SOIL ABSORPTION SYSTEM IS: ]*HE LENGTH [)IHENSION IS ]'HE LENGTH (~tN FEET) OF 'THE TRENCH OR DRAINFIE[..D. THE DEPTH OF R TRENCH OR PIT tS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BO]"TOM OF THE EXCAVATION (IN FEE]'). THERE tS NO SE]'' WIDTH FOR 'TRENCHES. THE GRAVEL, DEPTH IS THE MINIMLLM BEPTH OF GRFIVEL BETWEEN THE OU]`'FRLL PIPE AND THE BOTTOM OF THE ENCBVRTION (IN FEET). PAl:: P.-:;I--:IC. iE PL.i:-:iP-,I]"' [L-tF'T' I Cji'4 FI F'FICKRGE Pt.FINT MFIY BE INSTR[LE[:' RT ]"HE PERMITTEE"S OPTION SUBJECT TO THE FOLt...OWING CONL)ITIONS: i. EITHER B CLASS I OR II NSF APPROVED PLAN]`' MFIY BE tNSTFILLEB. R. FI CONTINUOUS MRIN]'ENANCE AGREEMENT IS REQUIRED. IF FI MAINTENANCE AGREEMENT IS NOT KEPT CURR. ENT YOU MFIV BE RE~Z4tJIRE[) TO ENLFIRGE THE: SOIL FIBSORPTION .'.'_4'¢STEM FIN[:'/OR N-'OU MFIY BE SUBJECT TO PROSECUTION. BACKFILLING OF ANY SYSTEM WITHOUT FINAL_ INSPECTION AND APPROVBL BY THIS DEPARTMENT WILL. 8E SUB..IECT 'l'O PROSECUTION. MINIMLJM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWFIGE ,DISPOSAL SYSTEM IS :t,~C~ F'EET FOR FI PRIVATE WEI..L OR 2ECE4 FEET FOR A PUBLIC WELL. WELL l.,Ot]};S ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN .'7~;C4 DAYS OF THE WELl.. COMPLETION. OTHER REQUIREMENTS MAY FIPPLY. SPECIFICATIONS FIND CONSTRLICTION DIAGRFIMS FIRE RVFIIt_FIBLE TO INSURE PROPER INSTALLATION I CER-FIFY THAT :i.: I AM FRPIlI..IRR NITH THE REQUIREMEN'I'S FUR ON-SITE SENERS AND WELl ..... AS FORTH 89 I"HE MUNICIPRLI]`'Y OF HNL. HLRRbE. -*,,~] *,. - ...... , - ~.- R: I WILl. INSTAll.. THE bT_TEll IN RCCt.;RDHN....I= WITH ]`'HE COl)ES. ~:' I LIN[)ERSTFIN[) THAT THE ON-SITE SEWER SVS'f'EM r,'IRY REE!UIRE ENI_RR. GEMENT IF THE ~ ~, ~E'~I'DENE'E T¢ REI"'F)E ?' TO INto DE MFRE THRN 8 BEDROOMS. ~{~%%t~ APPL_ ~::ANT RICHARD E, LISK .. . January 5~ 1978 Richard Busk Post Office Box 971 Anchorage, Alaska 99510 Subject: ~llN R3~ Section 3 Permit -~77610 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, Health and Environmental Protection Sewer and Water Section CL:\SSI t'IC:VF1OX~ CONSISTi:NCY AXD ..~ C I,,'xS¢IVIC:\TIOX: Idt,ntificatio~: and classification of the soil is accomp!ished in - ,~cc~q'~!,mcc wi t h thc I'niGed So~ Classificaeion System. Normally~ ehe gra~ size di~,'.vilmti~,n d~.ttrmh~:-clas¢ification of the soil. ~D~e so~ isdef~ed according to maj~,r and mh~or con~tituent~ with the mh'~or element~ serv~g as modifiers o~ the re,flor ekm~t:nts. }L>v cohesive soils~ the clay becomes thepr~cipal noun with the edger meier s~3ilcon~ti~uenC~usvd as modifier:i.e, silty clay, when the clayparti~les an, such that thc clay dotnh~aee~ soil properties. ~l~or soil constituents maybe add,,d to the clas~i(icationbreakdown in accordance with the particle size proportion listed b~:low: i.~. sandy silt w/gomegravel, trace clay. no call - 0 - 3% ~race - 3 - 1273 some - 13 - 30% SOIL CONSISTENCY- CRITERIA: Soil consistency as defLned below and determined by normal field and laboratory methods applies only to non-frozen material. For these materials,- the influence of'such facto{'s as soil structure, i.e. fissure systems, shrinkage cracks, slickensidcs, crc., mugt be taken into consideration in making any correlation with the consistency values listed below. In permafrost ~ones, the consis.tency and strength of frozen soils may vary significantly ,md -unexplainably with ice content, thermal rcgi~ne and soil type. Cohesionless N'" i~olows,"f t ) Relative Density Loose 0- 10 Medium Dense I0 -, 30 Dense 30 - 60 Very Dense - 60 *Standard Penetration "N": 0 to 40% 40 to 70% 70 to 90% 90 co 100% Blows per foot of a 140-pound hammer falling 30 inches on a 2-inch OD split-spoon except where noted. .C.' ohe siv .e. T - (tsf) Ve~-y Soft Soft Stiff Firm Very Firm Hard 0 - 0.25 0.25 - 0.5 0.5 - 1.0 1.0 - 2.0 2.0 -4.0 -4.0 DRILLING SYMBOLS we: Wash Out WD: WL: Water Level BCR: WCI: Wet Cave In ACR: DCh Dry Cave In AB: WS: While. Sampling TD: Wl~ile Drilling Before Casing Removal After Casing Removal After Boring Total Depth Note: Water levels indicated on the boring logs are the levels measured in the boring at the times indicated. In pervious unfrozen soils, the indicated elevations are considered to represent actual ground water cond{tions. In h-apervious and frozen soils, accurate determinations of ground water elevations cannot be obtained within a limited period of observation and other evidence on ground water elevations and conditions are required. ~ :~' ~ Pti C ROcK ~ SILT GRADING TO CLAY ~ CONGLOMERATE ~ METAMOR , ~ SANDY SILT r sANDy GRAVEL~ S'LT ~' SANDSTONE g ICE, MASSIVE ~ SCATTERED COBBLES Sh .... SAMPLER TYPE SYMBOLS 1.4" SPLIT SPOON WITH 47# HAMMER 1.4" SPLIT SPOON WiTH 140# HAMMER 25" SPLIT SPOON WITH 140# HAMMER 25" SPLIT SPOON WITH ~40# HAMh~ER 20" SPLIT SPOON WITH 140# HAMMER 1.4" SPLIT SPOON WITH 340# HAMMER 25" SPLIT SPOON, PUSHED TS .... SHELBY TUBE Tm .... MODIFIED SHELBY ;TUBE Pb , . . ; PITCHER BARREL~ Cs .... CORE BARREL WITH SINGLE TUBE_ Cd .... CORE BARREL WITH DOUBLE TUBE Bs .... BULK SAMPLE A ..... AUGER SAMPLE G ..... GRAB SAMPLE HS .... 1.4" SPLIT SPOON DRtVEN WITH AIR HAMMER HI . . ; .. · SPLIT sPOON DRIVEN WITH AiR HAMMER NOTE: SAMPLER TYPES ARE EITHER NOTED ABOVE THE BORING LOG OR ADJACENT TO IT AT THE RESPECTIVE SAMPLE DEPTH. SAMP£ER TYP£~,Ss VIA TER GRA DA TIONA t Ss FROZEN TYPICAL BORING LOG BOR//VG NU,"/IBER'.-~,.T. H. ;~0- 15 Elev. :>74 6 ..,e.--ELEVATION IN FEET Ss,~..SA~P£ER TYPE DATE D/?ILLED--.~,.IO_ 21. 70 All Somples . ORGANIC MATERIAL I' Cons~d Visible Ice ICE+~L CE~ SILT ' Estimote 65 ~o V~sib e ce 90, 56.~% SANDY SILT Little to NoVisible Ice 15'-50' Vx ~ICE, DESCRIPTION ~ C~IFICARON ~ 72 5~1%,859~c~, ~8~ GP (CO~P~ OFENGZN~S METN~) ~ ~ ~ -- DBY DENSITY ~ 'BLOWS/FOOT 'SAMPLE NUMBER SANDY GRAVEL 26' Cd 95 SCHIST ~ GENERALIZED SOIL O~ ROCK D~SCRIPTION ~AMPLE LOCATION ~0 ' ~ DBIL~ DEPTH DRILLING, AB- AFTER BORING LOCATION S YJ.'TCI 1 Lot i, Sec. 3, TllN, R3U, Seward :]eridian~ Alaska Distances shown are approximate and have not been measured by surve},ing methods. Not to Scale. TEST HOLE NO. Scale: 1"=3 ~ SILT w~ TPe%CE TO SO:iE SAND AND G~A~L (~L) Scattered Cobbles' SAND (G~4-ML) 20'T.D. This log depicts subsurface soils observed within the test hole at the location shown. See Drawings B-01 and B-02 for explanation of symbols. RICHARD BUS~ TIF1E TIFLE INC~LES DROP I~;(~I FICHES