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HomeMy WebLinkAboutUS SURVEY 3201 LT 9 T10N R1W SEC 9�1 Itmms-V r� " F K l 1 MUNICIPALITY OF ANCHORAGE • :f -t DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION --::-Ci ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME 1 Kie IA_ C L rzs PHONE FoJ S^%S.i i R EVV ■ UPGRADE I MAILING ADDRA//e / „/ S`- `cj(0VC-C liuui lC� ' / r �I'�' �� 1 LEGAL DESCRIPTION y / C/5.; S :0 melon) R1to S<..-.7 e'_asf`i' LOCATION R/ Ph cP&-C- e NO. OF BEDROOMS -� SEPTIC TANK DISTANCE TO: Well / / �A 7 / a area / "'."� Dwelling , 9 PER NO. z� ----, r, Manufacturer Material / No. of cpartments p� Lig. capacity in gallons /100er) IF HOMEMADE: Inside length AIA Width l�///l Liquid depth /J/h O J02 2 z F DISTANCE TO: Well Dwelling - PERMIT NO. Manufacturer Material Liquid capacity in gallons TILE DRAINFIELD TRENCH C WellFoundation DISTANCE TO: /,9< Nearest lot line PERMI _ 5 _ / ,, sT� No. of lines/Length of each line — Total length of lines Trench width Distance between lines d'--).. ' j0 inches /Top of tile to finish grade / rr Nzi ' .Material eeath e , 7r ' a". A -M.1_ Total effective absorption area t'3 1.0 c"_:.t. ti; SEEPAGE PIT Length Width Depth PERMIT NO• r --�' rJ 1 J x"i ww.�-e�..-k Type of crib Crib diameter Crib depth Total effective absorption area DISTANCE TO: Well Building foundation Nearest lot line J w Class Depth Driller Distance to lot line PERMIT NO. DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS lQ&. D AAs KK/i -%_ \4( A SOIL TEST RATING / 7.' e i ri A2-69t-Ott:c.71. INSTALLER JohnCON X2/:1 �U%:.fit (v4 � 421` A REMARKS )45 7-1 c PI P3 ro 7Z U �`" �p� I rt al Com'' ar (-Rm/j 7, U)f 1 (41LR OF pi -4-5.177 ®®(c OF AQ ,,.... ,�% �$e0G • *_ 54 JOHN E. SWANSON M• �� "•. 1834-E :' r'•'0 ea. ep.......••.... eta elmFESStnNM�r LEGAL APPR E ��Otir- 62,..,_-_0,--ThDATE o,..,o -Th 6/44/62-2 S 7Is G•t--7 lh eers7n c , l 72.013 (Rev. 3/78) GREA ,IR ANCHORAGE AREA BOR. iGH 1 thepartment of Environmental Quality rt 3330 C Street Q� 7 Anchorage, Alaska 99503 // ���� INSPECTION REPORT ON-SITE SEWAGE DISPOSA! L SYSTEM NAMEW� 2. M.c�O1r11trirbrll MAILING ADDRESS 1 >-De / l' r..e.a L_ PHONE LOC ATI ON5-d //'w 7,gyp tin /0/ LEGAL DESCRIPTION /O� / � C'-. % (. 32o( / �� �t K SEPTIC TANK: DISTANCE FROM WELT IE -- MANUFACTURER INSIDE LENGTH INSIDE WIDTH TERIAL LIQUID DEPTH NUMBER OF COMPARTMENTS ' LIQUID CAPACITY GALLONS. TI EtD. DISTANCE FROM WELL FOUNDATION G �/ TOTAL LENGTH NEAREST LOT LINE'''. 0)4TOTAL LINES �`"1"' NUMBER OF LINES 2 DISTANCE BETWEEN LINES 3c / TRENCH( WIDTH -a IN TOTAL EFFECTIVE Y ABSORPTION AREA SQ FT LENGTH OF EACH LINE g east / DEPTH OF FILTER DEPTH: TOP OF TILE TO FINISH GRADE a MATERIAL BENEATH TILE ceS) IN ABOVE TILE (-/" IN WELL: /iek571-6AJF�. TYPE Y ` 2 V CONSTRUCTION DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION LOT LINE SEWER LINE TANK SYSTEM CESSPOOL OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCES•C*(S C/Cntlia °/L) ), ic}Q I't3 n1 INSTALLED BY 644( SEWER LINE DEPTH PIPE MATERIAL ?-Q* Pc-WVX • LOT SLOPE: lit I A Form EQ -032 DATE''41-74 APPROVE GREQ_ cR ANCHORAGE AREA BOR.. GH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM Q J ` 6cs3 -- b 1162— NAME (/Um •J DLivSToD MAILING ADDRESS 6 //9rte gi Te ��/TLd-/"rZ�` PH ONE60,75.Gym . c LOCATION 4" -LI J cwcL t LUl/ ibi fol LEGAL DESCRIPTION" ' q See q L45 £`7O/ / /o / e i to SEPTIC TANK: DISTANCE FROM WELL INSIDE LENGTH MANUFACTURERIn/2e-e.2 MATERIAL STC''--/ -�- INSIDE WIDTH NUMBER OF COMPARTMENTS LIQUID DEPTH — LIQUID CAPACIT4OP0fALLONS. 7-72C- A-10,6 TILE DRAIN G4EL-D. TOTAL LENGTH DISTANCE FROM WELL FOUNDATION /1-5-/ NEAREST LOT LINE =,O i OF LINES // rt NUMBER OF LINES ca.DISTANCE BETWEEN LINES / TRENCH WIDTH7CO IN TOTAL EFFECTIVE ABSORPTION AREA SQ FT LENGTH OF EACH LINE 5-6 6-7 DEPTH OF FILTER(��j / DEPTH: TOP OF TILE TO FINISH GRADE �'" MATERIAL BENEATH TILE 7"O IN ABOVE TILE V "' IN WELL: ( K�S�(6FtAI� TYPE >M144 . CONSTRUCTION DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION LOT LINE , SEWER LINE , TANK SYSTEM CESSPOOL OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCES As &-)600.13 -1)14 Gi R fl 11'1 INSTALLED BY Cku e -VS f el4 (kik SEWER LINE DEPTH - PIPE MATERIAL ° T ILi '�i T SLOPE: LO�''�-�-=� REMARKS l `° O I aA.,iN)8 r,..,,, F0.ng2 DIAGRAM OF SYSTEM nei DATE r -C-4 `70, APPROVED ti & aI C:17:ctfie. _ "G { ".n RDI...FRP-AL5R-HR.-II_ _P— DEER RTM Ni HE,til Ir'! kW> E!I''; LR:!II:IF!F.N1F,I i7E_i_ I11q'+i 825 .'L'-TRf=E:T, ANCHORAGE, AK. _ 9501 264-4720 ::E; _ ..._..ERE , •, q- I -I}' -'!-'I_. 1 1 :F'!,!T KEITH CHASE TO i _` LOCATION 7/> S 69-c4 criQ LEGt I LIS.`.: 7201 TiONRiM '=9 L9 / J_c4W?....OT SIZE 999999 ,SC:!I,.IARE FEET EYF''E_ s.!F ;cif!If. ABSORPTION SYSTEM IS: C'F:RINFI.EL_D MAXIMUM UMBER OF BEDROOMS — SOIL. RATING (SC! FT THE: F:Et![J:F:E:D SIZE OF THE SOIL. ABSORPTION 'SYSTEM I:3: THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR C'PAINiFIEI_,D, THE DEPTH OF A TRENCH OR P IT IS THE 01 TRN(E. BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM CF. THE. El;CAVA T ION (IN! FEET). ..—R •.z. ..-....R- - =a R�::: n-"" h `�.=.i IN,_C. ""4.' w --B .I.:._„ "' ) y.;: a 3 � �. A:= a . _ ._.._ .,_._ _._ . THE GRAVEL DEPTH I`: THE MINIMUM DEPTH OF GM: EL EiL:TI EEL THE 1IL.MrnI I_ FIFE: AND THE BOTTOM Circ s-iF THE EXCAVATION CII'•? FEET:'. FE C7V_I r'. -V_ — E r> :: _C T—._ F:...1.— I S7 9— Fi __.+ _ " — 7C ___ a�-r _:_. :"E._. eI a 0 Ca] K -W'-9 N—. fl.._. CIVA `< PERMIT APPLICANT HAS THE RESPONSIBILITY TC INI-C,RM THIS DEPARTMENT DURING TE -IE: It^t_L1-IC,INSPECTIONS _iiANY WELLS ADJACENT T' THIS PROPERTY F iy THE NUMBER OF RESIDE!',!C:FS THAT THF WELL WILL SERVE. . CI _. .. _ _....... .._ a'@ r -.:a g=@ F72.! : F_ E C g._ n :7G FR E.._ L: L-c1-'il_K;i-ILL ll''Ili OF ANY ..T_, CF_i+1 WITHOUT Elia INSPECTION t-IY'=.'[? APPROVAL F,! TF -II_, DEPARTMENT WILL BF SUBJECT TO PROSECUTION. MINIMUM (:'.STANCE E:ET L;IE:E.N A WEL..I_. AND ANY ON—'SITE SEWAGE DISPOSAL SYSTEM IS :1170 FrEE j1F:( APRIVATE WE L OR :1` ,- TO :_:00 FEET E I F F:OM A PUE;i,-I C: WELL DEPENDING UPON THE TYPE AF PIIBLIC: WELL.. MINIMUM ..= 'P.F FRAM H PRIVATE WELL l1 A PRIVATE -- Er LINE i 25 FEE"AND T n A COMMUNITY sEWER I INE IS 75 FRET. OTHER F:F lIlIF:E:iE:r':!TS MAY APPLY. cPFAIFIAATTANS Fi,!E? :;1!''?STRU:-Ei:DH DIAGRAMS ARE AVA1 L..FIE,LE TCI INSURE EROiPEF: INSTALLATION. C c_ P.n -:. - E '- 1 F: EE. S OFFR—REE.MF--FR.2— --L :[ CERTIFY 7"1 -IAT :L: I FIM FAMILIAR HITH THE: RE!.!_IIREMENT-. FUK ON --SITE: ;EWERS FII'lD WELLS RS SET FORTH E' ` THE MUNICIPALITY 15 FIL: HUF:HGE. 2: I WIsL_L. INsTALL THE SYSTEM IN FP_C:IiRL:ANCE WITH THE C:LN_':'E5. iUNDERSTAND THAI T-_ C.N"= I TF SEWER SYSTEM MAY REQUIRE F_P!!_Ht;;GEt'!E't:!T :[Y= THE --.SIC'E!''dCE IS REM 7DE:LED TA .INCLLiE>E MORE THAN E,EC:'F:1CIMS. 1, L .1s CiANT KEITH 111-1 CHASE bae14f � L� 2-- u(C' //c 11Q33 � i7 Q - oczJ ci-g9r-7,0 Jule GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITYPERMIT NO 3330 "C" STREET ANCHORAGE, ALASKA 99503 ,�S' aQ� /- TELEPHONE274-4561 Ck1�)L Li) SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT 500 NAME OF APPLICANT YI/m Al, JJ04Ni7i✓ INSTALLATION LOCATION Sr 6H .;;;L -- LEGAL DESCRIPTION 4 . 7-7 Sro 6 '}v 0 / I3c 5C7C 3j(gCY' C/\ PHONdS ��• W�3 `/ MAILING ADDRESS M f ( C' / G / I f c "fN , f7/< 975yG 5Y1— 1471/X li4tV >%.5 INSTALLATION OF: SEPTIC TANK SEEPAGE PIT DRAIN FIELD OTHER TYPE AND SIZE OF FACILITY TO BE SERVED /1 Utit l /ic / r / ��017; 5- !/1-` /v-�i � /!'� f !/ � (- FINANCED THROUGH /n� TO BE INSTALLED BY SOIL TEST RESULTS / 7 `�19 ,rt NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED( Gy 'h/r P - 5-4-, 5[t /v FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE O 0- 0 b 7,( TYPE SEEPAGE AREA SIZE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK SEEPAGE PIT DRAIN FIELD TO NEAREST LOT LINE WELL TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD ALSO CONSIDER AREA WELLS WATER MAIN TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD SEPTIC TANK, , SEEPAGE PIT DRAIN FIELD TO RIVER, LAKE. STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL. BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. OR LICENSED DESIGNER TYPE DIAGRAM OF SYSTEM - _ 1 CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE r 62 6/74 APPLICANT'S SIGNATURE 28-68 AND THAT THE ABOVE 7 # P . c G 0 0 11 - P SOM e '- .. I C �I f f .G ,4 u- < PC - moil 0 N gigs Mawjilli u u i etipir ir II Mal ��►Qy/ Ol _ = /�I� i //-el 4 ■ ... r 1 CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE r 62 6/74 APPLICANT'S SIGNATURE 28-68 AND THAT THE ABOVE 7 • S ENGINEERS INC. PERFORMED FOR: �\i 7125 OLD SEWARD HWY. ANCHORAGE, ALASKA 99503 349-6561 SOILS LOG - PERCOLATION TEST K16114 04 01/45E LEGAL DESCRIPTION: us5 3ZO/ T /Q otGaa/K11c. AAAIUMALS CQr) stry S,4MPS CSA) 5tLTY G.MvE"LS f coil les C.GrPh 10 11 12 14 40,inailkbf .rt OF. Aqe 04' �'40% ‘, • THOMAS R. SMIT : Of ,3• 1 r tiZeiVSNatess 16 17 18 19 20 COMMENTS LJ "'aUILS COG PERCOLATION TEST DATE PERFORMED: 8 7 / 842. L SLOPE SITE PLAN ilera Ceta - Time Net Time LbC Net Drop / 4 side tGross v.as+� o _ 2" o %bumf:so LI 1‘4•0(1 I MIK Piw 1 II 1, h I(:oc11 jrNUM M 4 k ette gligit /t"14 11 /Sw►1N 4JF„ 42)i It ire 11431 U 3044. sal 3y2 61 l g. 1 2 - i r N ran PI rib 11N WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Yes 1! / S L O PE ®■-30I\fl!M ■ I!■■■■SIIII11 munii IE ■ 16 Ita.i I ■ Il -.I ■ 111 m Ma I I MAI Reading Date - Time Net Time Depth to Water Net Drop / 4 side tGross v.as+� o _ 2" o 21 LI 1‘4•0(1 I MIK - 31/ 1 II 1, h I(:oc11 jrNUM M 4 k gligit /t"14 11 /Sw►1N 4JF„ 42)i It ire 11431 U 3044. sal 3y2 61 PERCOLATION RATE /20141.1" (minutes/inch) TEST INN BETWEEN FT AND —6— FT Sort. Vay wioesr/Wry Lod s p1G.i', c✓a Thr 37t4&/4 D A PERFORMED BY: 7. I+ CERTIFIED BY: - DATE 3/7 �i ` 72-008 (6/79) APPLIC NT FILLS OUT UPPER HAI) ONLY Property Owner ,724 2•4 2 f $2n1// 4<c2)44,17 Mailidg,Address .....S' , J /9 $ ,,y 1 -- Zip Codec/r7'...5y./) woktS a4 Scc:its', .DKK Zip Code /d'9rYi0 / L. 47 c • •- jam/ {27'c'6C% //1� ,,,,...5. 0 Code 9/4 e Phone 4S-3- 7?9 6S3A•'yz?a ? ��J �3S2 Phone •7`7/ • clai i <rey Buyer - <_ .,5 . . /� ,,g,0(r 4/2...e,•` Le Address 5 i..a //% /]-c�. /G7 !J L /j`-,fl,.//x lr/ f7s`f�S=..fL.a,� /!. Lending Institution/444 c.5i ,G/ S/.^ _ .7¢G7 �+,4,,,, a2 LP bQ 1� 7 ){'/C Address �x ,w,'-, r,7 /„..v/flt/-�,,,c, _Zip ,54.L6 Realty Co. & Agent- -Phone Address /I -My t Zip Code Legal Description tiiS 3;2o/. t/6,z/ /l'iGt) . ec ',sr F. Street Location / , I Type of Residence ❑ Single Family P 0 Multiple Family No. of Bedrooms 2 , ❑ Other Water Supply Ail Individual - ID Community ❑ Public Utility ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach log if available). Sewer Disposal K Individual 0 Public Utility ❑ Holding Tank. Year Individual Installed: 9 y rpt RS. / When Connected to Public Utility: / r2DioAs NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time 1CV n1QA Time la, 041. • 4 - Date Date Date Date'. Inspector Inspector Inspector r2DioAs Inspector Field Notes:Guito ////���� ����7777 lj(_ th LL Lit -Qt -LJ (� _ ip, ,. d '1 1 _ NQoc§ i.7,/ 4 Cz9.-- LV r I 4 - 0 S r'�� l `LSl SY\.��� pp��� qc�(� Th_o L- �A- S n_D-1"alktti .9-0,c- (PPROVED BEDROOMS � ( ) DISAPPROVED ( ) CONDITIONAL APPROVAL' DATE ?/-J2- 3`9-l- (.0if - 'CONDITIONS OF APPROVAL -. BY:' !(/ Soils Rating Date Sewer Installed Well To Absorption Area Well to Tank Well Log Received Septic Tank Size 72023131&1 L%s"S 3ct,/ /c /� ' / l -v 1 ? N \ti 1> F r. ---e,'- v? i r - <t s2 -y„2,, / <`s ry r` ,,,..---- ,-"S_(,, T Z 1 ,_ a a 50 q`€ p.sz e s c k7 /y2. p .ue-s o,vr s Z 7 lav .74/s Pe 4,15-97a--rmtiX 176/. �— Sog4yc aZeec RR P, T LA: KA>A° 4040 "B" STREET, ANCHORAGE, ALASKA 99503 PHONE: 907-279-2581 August 17, 1976 W.O.# 17791 Mr. William M. Johnson Box 8500 Bird Creek -Indian, Alaska 99540 Subject: Subsurface Investigation for Suitability of On-site sewer Scotties Inn, Bird Creek, Alaska Dear Mr. Johnson: Transmitted herein in accordance with your instructions are the results of the above referenced investigation as performed by us on August 12, 1976. The scope of this project is in- vestigation for suitability of an on-site sewerage system. Included in this transmittal are: Test Hole Log Grain Size Disbribution Curve Explanatory Information Table A Sheet 1 Sheets 2-4 A 12,0' deep test pit had been dug approximately 50' from the southwest side of the existing bar. The test pit was logged and a representative sample was. tested, the results of which are on the grain size distribution curve --sheet 1. Based on this data, we recommend using a perculation rate of 15 minutes per inch which translates to a absorption area requirement of 190 square feet per bedroom. . The water table was detected at 12.0', though it should be remembered that the water table will fluctuate with seasonal climatic changes. MRN: amc Enclosures Sincerely, ALASKA , �T�E S TLAB g Melvin R. Nichols, P.E. Laboratory Manager Scotties Inn Date: August 12, 1976 Logged by: Terry Barber Table A W.O.#17791 Depth in Feet From To Soil Description 0.0' 12.0' F-3, brown sandy silty gravel, SM, damp to wet, maximum particle size 3". Bottom of Test Hole: Frost Line: Free Water Level: 12.0' None observed 12.0' CO- o - ;<, 1 J h— u N :a 4 co Q -o < "ce0 < Q U 1 N N e M N CO m O N 0 N 0 0 0 0 N 2 2 O O CO- > - 4 J4 4 K W W 0 0 0 0 r Z 1H011M A8 213C8V03 1N30 H3d 1 0 1you IIN 1111111IIIIIIIIIIIIII1 IIII II 11101111111 IIlllIIijIIIllll1ll 1 900' ■■■S■ 1 ■ ■1■1 In i■■■■ ■■ ■II ■■ ■■■■■■■II■ 9�■■..■ ■ ■ ■ ■■ ■■■■■ 11■'�■ ■■■�■■■■■■■ ■ 9� 11111111110011111111111111111111 £00 900�X1.11m1U111111n1111ii i1. 11. 16111 t 0 O 100 Z00. SOo' Ido' GOO' BOO' 00Z a 0 2 G 0) N 0 2 cc o. 2 cn N w 0 m. >- w -J CO Q Zr .4 1 900' 0' ZO b0 GO' 90' 80 iiliiiinili iiii'iiiii iiii Iii min iliiiZ °` "' '■■■■■■■ "■■rdijilliniliMit I.iN 1111111 °' III , OG�I�II11111111 - 9' OZ - 1 I ` F 4111111111„1 III II INIIII II INNi b,, ION! 111 1Inlllll 11111111BZ,IIIIIIINN6;°111 n1 n1 OZCa .11�� _1111 111 ._' . 11111'1 Z, Uhl 0 1r lBI_�� ■ ■I 11■■1:00 tillfi NI 1111001 1111 jl 1 100z O m t0 h b C N O 1HO 3M A0 113N13 1N30 H34 91 01 9 9 t: 9 9 0 MILLIMETER a N R m --3-2)1g a /11 / y r Th / v Cc, 5.5,7