Loading...
HomeMy WebLinkAboutBELLA VISTA #2 LT 15  MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMEN'rAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME 1PHONE ~'NEW MAILING ADDRESS / LEGAL DESCRIPTION LOCATION / NO. OF BEDROOMS ]Wo,, m Absomtion .~.. Dwelling PERMIT NO. ~ DISTANCE TO: N/A (~ ~- ~ Ioo~ ~ Z Manufacturer Material No. of compartments ~< ANCN TAN~ %'T~b 'T~O Liq, capacity in gallons Inside length Width Liquid depth lO ~ ~ IF HOMEMADE: ~ ~ ~ Manufacturer Material Liquid capacity in gallons ~ Well Foundation Nearest lot line PERMIT~O, ~ DISTANCE TO: ~ Z ~ No. of lines Length of each line Total length of lines Trench width Distance between lines ~ [ ~ ~5 '~o in.h,s ~ ~ Top of tile to finish grade Material beneath tile Total effective absorption area Length Width Depth 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 ~ot line PERMIT NO. ~ DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS -- SOIL TEST RATING INSTALLER - - REMARKS ~A~ee A APPROVED DATE LEGAL 72-013 (Rev, 3/78) · DEPFiRTHENT OF' HEFtLTH FINE:, EN',,,'IROI'.~MENTFIL PROTECTION 825 '" L. "' STREET., FII'.,ICHORFIGE., FIK ;2e.;4-4720 : RNCHORFIGE 694-213:t : ERGLE RIVER PERMIT NO. 83. t002 FIF'PL iClaNT: MiCHREL FREEMRN PHONE: 277-702E'; FI[:'DF.:ESS: 2702 GFIMBELL SUITE: :.1..0:l. AIqC:., FIK 99502.': L..EGFIL['E. =S ]:.F:'.' [F'T' ' .,.*l: N - :.:.:UB[:, I ',,,'IS I ON · BE:I_LFI V I STFI NO. ;2 BLCICK · NFl LEfT · ':1.._.=; LOT SIZE 18400 SQ. FT. TOP.INSHIF': t2N F.:FtNGE: =".:W SECTI014: 7 i"IF~::'::IMUM NUMBER OF E'EE',F.'-FIM:S,: · . . _ = .'.:i: SOIL F-'.FITIIqG = 8.3: 8:.': o-...,_,._.. "SQ. FI". ,.. E,F....'" '' L. ISTED BELOI.4 RRE THE OPTIONS FI',,,'RILFIBLE TO "r'OU IN [:'ESIGNING YOUR SEPTIC '.:.;'¢:=];TEM. CHOOSE THE OPTION THRT BEST FITS '¢OUR SITE. I.,.I I [:, ]" FI = i...ENGTH = TOTFIL.. [:,EF'TH = GRFIVEL [:,EF'TH = (:~RI=IVEI... VOLLIME = TANK SIZE = T' ~..." E; It"-,,li C: ~---iI £:, E-. "2=% ][ C-~ 2.'.'.5 FT. t]:. F'l FT. :I..4.. 0 FT. t0. 0 FT. :.1..2. 6 CU. '¢E:,S. ::it.., 000. 0 GFILL. ONS (TP.IO COMF'FIRTMENT TRNK) ii..-.-.-.~ E.:.. IE., iE:, EZ .S; Z ,.=-~ IP.4 I.,.I I E:, 7' H = t.... E N G T H = TOTI=IL. DEPTH = GRFIVEL. E:,EPTH = GRFtVEL VOL. LIME= "I"F~t",II'::: :51ZE =' It...-] ItE:, EF£ E/_:, tR f~ I t'-41 f--- I lB IL E> I.,.I I g, T FI == L..ENGTH = TOTF~L DEPTH = GRF~VEi.... E:,EF'TH = GRFI'v'EL. VOt..UI"I[F. = ]'FINK SIZE = '_1..4. 0 FT. 28. 0 F'T. 6. 0 F'T. 0.5 F"f'. 2.4. 000. 0 GFILLONS ,::THO C:OMF'RRTHENT TFIIql--'::) 5.0 FT. 3:0. 0 F'T. 7.0 Fi". :.:..':. 0 FT. t. 9. 4 CU. ¥B,S. :t.., 000. 0 GFILLONS (THO COI'dF'FIRTI'dENT 'TRNK) ] C:ERT I F"r' THFIT: t. I RI"1 FRMILIRR P.IITH THE REQUtREHENTS FOR ON-SITE SEHERS RND 1.4ELLS RS '-":;ET FOR]"H B'¢ THE MUNIC:IF'FILIT'¢ OF RNC:HORRGE RND THE STFITE OF FILRSKFI. 2. I I.,.III..L. II"4STRI_L THE S'¢STEH IN FI C: C: O F.: E:, FI I"&': E WITH THE r':OE:,ES FINE:, HFIVE F.:Er':EIVEE:, Fi COF"¢ OF THE C:ODE'-=,JI1MHF..TI ", - ,' ' RN[:, E:, I Fi G R Fl i'd Ft]"TFICHi,IENTS HHiE:H tS PRF.:T OF TFII=,'- F:'ERM i T. S:;. I LINE:,ERSTFiI'-,I[:, THRT THE ON-SITE SE].4ER S'T'L=.;TEM I"IFI'T' REL::!UIF.:E ENLFIF.:(3EMENT IF THE RESIE.,EI'qCE IS F.:EI'dOE:,ELED TO INCLUDE MORE 'T'HRN 2.": BEDROOMS. F'EF.:M I T FiF'F'L I CFII'.,tT HFts THE RESF'ONS I B I L I T'T' TO I NFOF.:M F'EF.:SOI'4NEL E:,UR I NG THE INSTFILLFITION INSF'ECTIONS OF RN'T' WELLS FtDJFICENT TO THIS PROF'ERT'¢ RND ]'HE NUt"IBER OF RES IE:,ENCES THRT THE HELL HILL SERVE. iF Fi LIFT STFITION IS II'4STFtLLEE:,, FIN ELECTRICFIL PERMIT RND INSPECTION MUST - I'1 ' - ' ' -'- ' ' ' '- -' .... ' ' ' ' '-~ ' - - -' ' "- E,E _E,T'HllqEE... H=,-E, IJILT=:, L. Hl'.g~g:~"l. E,E HFFF..U,,,EE. I.]ITHUIjT HN ELEL. TF..IUHL iNSPECTiON F.:EF'ORT. THE ELECTF.:ICFII_ I.,.IC, F.:~::: I',II_IST BE [:,ONE B'T' FI LIC:ENSE[:, ELE,Z:TF.:ICIFtN. ._,, .... :.:___ ........... = ............ . I-iF F L I. _.PINT. I'11L. FIFIE~Jl FRE'.~,IFtN I ........ IE.I... E,'r . ~ _.~__. E HTE. :tL't..L::L. ,=,.~ [] SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 SLOPE SITE PLAN 10 11 12 13 14 15 WAS GROUND WATER S ENCOUNTERED? L O P E IF YES, AT WHAT DEPTH? 18 Gross Net Depth to Net Reading Date Time Time Water Drop 20 PERCOLATION RATE ~"~. ~L.~__~ /'~w~ ~/~ ~__ (minutes/inch) _ ~ , ~EST RUN BETW~N ~¢~ FTAND ~//~FT z PERFORMED BY: ~ , ~ CERTIFIED BY: ~ , ~ DATE: 72-008 (6/79) Bk~l LblhtC~ Midas Muffler Shop Anchorage, Alaska #2-83-030 SITE PI~AN~TOPOGRAPHY AND TEST HOLE LocArt'1 ON F] GURE 2 ELEVATION: /"X~]]0 Dr7 29 NR Moist 37 Moist 39 Moist 34 S]ightl moist - moist 46- ~ery 50/5" dense COLOR Loose Lt. Med. dense 'Dense Dense Dense Brown grey Brown- (SM) grey W% 50,t TYP£ t Litter, SJlty~ Sand (SM) Sand (SM) brown, moist, . dense to dense~ poorly fine to medium grained. Gravelly Sand (SM), brn. moist, dense, poorly gra~ , 'fine-med. grained. ±1" to subrounded gravels, ing with depth. · -+ 3-4" cobbles Total Depth = 26.8 ft. ~ ]o 20' -30 :..40 . DA'IE DRILLED: 6--15--83 ~~~ Midas Muffler Shop ~S. OUmMENt OSLD: CME-55/Nodwell ~ SPT N value Anchorage, Alaska LEVEL: None observed ~~~ 2183_030 5 DENSITY/ RE ~ISTANCE MOI$1UR£ CONSI51[ NCY COLOR 22 28 36 50/4" 5O Dry Loose Moist Loose Loose Moist Medium dense Medium dense Dense wet Moist Dense W% SOIL TYPE N nd~ t__-Fores t L~tter rn San__dy Si]__it (ML)(F-4) yellow- brown, moist, loose, fine gr. trace ± 3/4" rounded-subround gravels, non-plastic. fel ~i~ty Gravel.!y Sand (SM) yel- brown, moist, med. dense-dense fine-med, grained, poorly grad.- ed, non-plastic, .silt, gravel increasing with depth, ±1" rounded to subrounded. -+2" gravels (R-SR) ~'2" water sand lens +3" cobbles (R-SR) Total Depth - 30.0 ft. 20 ~ID 4O LEVA'TION: ~ ]15 ! OUIPM£N~ OS£D~ CM-55/Nodwell 'A~£R tEVEt: None observed "71 ~;TANDARD SPLIT SPOON '~ [RTEC 2 tl2"DRIV[ 5AMPLE IASTM D2216) )~R ~O ~F (.OVERY D^IE DFllLLED: 6-15-83 [] SPT N value ,i~ DRY DENSIIY ItB,'CU ~ ~ Midas Muffler Shop Ertag ~~'~ f/2-83-030 LOG OF TEST HOLE 2 ~ -83 M0~51U~[ CONSISI[NCy Dry Loose 2O 17 24 5O 30 50/3" Moist Moist Moist Moist MoJ. st 47 Medium de6se Medium dense dense Dense Dense 50IL -brn Forest Litter-Sandy. silt Sandy Silt (ML)(F-4)) fel-brn moist, ned-dense, . .fine poorly graded, non-plastic, trace ±½" rounded-subrounded gravels. W% Trace gravels ±½" (R-SR) ~ilty Gravelly Sand (SM) Brown to grey, moist, med. dense- dense, poorly graded, fine-med. grained. Increasing ~1-2" grav- els, rounded-subrounded, trace-- some silt, non-plastic occ. -+3" cobbles (R-SR) inc. with depth Total Depth - 30.5 ft. 1D 2D 30 4D 20' -3o :..4o ~:VA'i'ION:. ~ I 14 ' DA'~E DRILLED: 6-15-83 .~LIIPMEhlT USED: CME-55/Nodwell ~ SPT N value g1ER ££¥Et: None observed i' $1ANOARD ~>PLIT SPOON ][RTEC 2 112" DR~VE SAMPLE ]I~L~LK SAMPLE ~i TH!N ~ALL T~.)B[ DRY DENSITY ILB/CU FTJ Midas Muffler Shop Anchorage, Alaska #2-83-030 LOG OF TEST HOLE 3 6-83 SAMPL[ IYPL P£ N[ 1 RA 1 ION ~[ NSI'T ¥ I RE SISTRNC[ UO~51UflE CONS~SIE NCY 29 25 16 DrY Moist Moist Mo~st Loose Med. dense Med. dense Med-dns CO[ OR Yel-brr Brown Brown- grey Grey ','nON: ~ 1 4' DAtE DRILLED: 6-15-83 ~mENT' USEO: CME-55/Nodwe!l J SPT N value m L£VEt: None observed ANDARD .T;,PL[[I' ~POON ~T~4 DRY L)Ft~$1TY ILB/CU FI)  FLD ~OISIlJ~IE (%LIRY V/TI WALL TLH3[ ~,~PI [ W% SOIL 1YPE ' N Forest Litter - SJ]t~ Sand .Silty Sandy G Brn.~motst, med. dense, pooFly graded, fine-med. 'grained, gravels, -+~-1~", rounded-sub- rounded. Gravels decreasing. .S~-Ity -~rave-~l~-San-~ ~-M), brn- grey, moist, med. dense, poor-__ ly graded, fine-med., grained. Trace gravels, _+2", rounded to subrounded. Some si]t, non- plastic Total Depth - 15.5 ft. II0 2D :J0 40 l0 20' -30';-.40 '51 Midas Muffler Shop Anchorage, Alaska LOG OF TEST HOLE 4 IN P£ NE '~ RA"hON D[ NSI? y/ D~y Loose Med. dense 18 Moist ~ed. dense 33 Med. dense COtOR Brown ~e]low- b~own {rown- ~r~y SOIL ~ Sand (SM)(F-3), brn., loose?med, dense, poorly grade( fine-med, grained. Trace ~3/8- S_j.lty Gravelly Sand (SM) brn- grey, moist, med. dense, poorly graded, fine-med, grained grav- els inc. w/depth, ± 3/4-1" rou~ded-subrounded, some non- Lplastic silt. ±3" cobble. = [VA"[ION:.,'"~ 109 ! DATE DRILLED: 6-15-83 ~.~Pm~N~ OSEP~ CME-55/Nodwell ~ SPT N value } IR rEVEL: None observed ,']ANDARD ~PLI'J ~.POON ~~.~~ Midas ~uffler Shop Anchorage, Alaska ~,,~~m~,~ :#2-83-030 ' , LOG OF TEST HOLE 5 6-83 ' SOIL TEST REPORT SAMPLE NUMBER/DEPTH: PROJECT LOCATION/NAME: CLIENT PURCHASE ORDER: ERTEC PROJECT NUb~ER: TH-3~ SPT-6 19.0'-20.5' Midis Muffler Shop, Old Seward Hwy. & 81st Ave. 2-83-030 TEST TYPE: TEST METHOD: UNIFIED SOIL CLASSIFICATION FIELD MOISTURE CONTENT (%) COEFFICIENT OF UNIFORMIi~Y (Cu) PARTICLE SIZE ANALYSIS ASTMD422 SM (Silty gravelly sand) COEFFICIENT OF CURVATURE (Cc) - ~ARTICLE SIZE ANALYSIS SEIVE SIZE 3 INCH 1 1/2 INCH 3/4 fINCH 3/8 INCH No. 4 No. 10 No. 20 No. 40 No. 60 No. 100 No. 200 PERCENT (%) PASSING 100 100 89 77 62 43 31 25 21 19 16