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HomeMy WebLinkAboutWALTER G PIPPEL #2 BLK 11 LT 17wal�r :11D v5v its{ 21 Cyt � locic �� II GREA"ER ANCHORAGE AREA BOP"'JGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 SEEPAGE PIT: / NUMBER OF PITS . DIAMETER 0r OR WIDTH1f�., LENGTHS, DEPTH l2r r 1 LINING MATERIAL OL CRIB SIZE: DIAMETER-EDEPTH_Y1_ DISTANCE FROM: WELL . TOTAL EFFECTIVE BUILDING FOUNDATION_, NEAREST LOT LINE ABSORPTION AREA (WALL AREA) 306 SO FT ADDITIONAL ABSORPTION WELL:<e., TYPE � IL CONSTRUCTION �TAVDAAt DEPTH _ BUILDING NEAREST NEAREST SEPTIC FOUNDATION LOT LINE , SEWER LINE , TANK_ CESSPOOL , OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCES: INSTALLED BY: PIPE MATERIAL: cw IV,, LOT SLOPE: Leve - REMARKS: f Ate I•tttd@r(AyeJ w/ &,m t4 Form No. EO -031 DIAGRAM OF SYSTEM Act DISTANCE FROM: SEEPAGE SYSTEM _ DATE APPROVED INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME AUL • MAILING ADDRESS LOCATION6"ky Igi ` `I `I �Atl' J' 0- 00 NAME LEGAL DESCRIPTION nt LT �� !MOCK 1PH'O'N1E ItW�11- SEPTIC TANK: (J1,41 P1171 DISTANCENUMBER FROM WELL MANUFACTURER STAY' (" teff- MATERIAL Sreet- OF COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH I IQUID CAPACITY'�GALLONS. SEEPAGE PIT: / NUMBER OF PITS . DIAMETER 0r OR WIDTH1f�., LENGTHS, DEPTH l2r r 1 LINING MATERIAL OL CRIB SIZE: DIAMETER-EDEPTH_Y1_ DISTANCE FROM: WELL . TOTAL EFFECTIVE BUILDING FOUNDATION_, NEAREST LOT LINE ABSORPTION AREA (WALL AREA) 306 SO FT ADDITIONAL ABSORPTION WELL:<e., TYPE � IL CONSTRUCTION �TAVDAAt DEPTH _ BUILDING NEAREST NEAREST SEPTIC FOUNDATION LOT LINE , SEWER LINE , TANK_ CESSPOOL , OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCES: INSTALLED BY: PIPE MATERIAL: cw IV,, LOT SLOPE: Leve - REMARKS: f Ate I•tttd@r(AyeJ w/ &,m t4 Form No. EO -031 DIAGRAM OF SYSTEM Act DISTANCE FROM: SEEPAGE SYSTEM _ DATE APPROVED GRE!`ER ANCHORAGE AREA BOR"IGH WY,Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME 15014L V Ll11,, MAILING ADDRESS 80944 f'Q r 1W+ PHONE fDgq-1YO18 LOCATION tw-y bor + a PAr..IE� Stl��4t- LEGAL DESCRIPTION I7 bac 11 LO. G.f l SEPTIC TANK: u L1* 179172 DISTANCE NUMBER OF FROM WELL MANUFACTURER STACK STeCf- MATERIAL STGeL- COMPARTMENTS.r� ZOO INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH I (QUID CAPACITY GALLONS. SEEPAGE PIT: NUMBER OF PITS—/—. DIAMETER 14g/ OR WIDTH It LENGTH I2', DEPTH 11' LINING MATERIAL o& CRIB SIZE: DIAMETER 9 DEPTH DISTANCE FROM: WELL r TOTAL EFFECTIVE BUILDING FOUNDATION_, NEAREST LOT LINE f 8 ABSORPTION AREA (WALL AREA) X88 SQ. FT. ADDITIONAL ABSORPTION WELL{ f ryi_ 4. lac C TYPE VVA%A A; CONSTRUCTION JTAVDACD DEPTH BUILDING FOUNDATION CESSPOOL NEAREST LOT LINE OTHER APPROVED DISAPPROVED DISTANCES: INSTALLED BY; MA2KV LV;I#AAtJ PIPE MATERIAL: CAST I12w LOT SLOPE: 4„e% - REMARKS: Ctl Form No. Ea -031 DISTANCE FROM: NEAREST SEPTIC SEEPAGE SEWER LINE , TANK SYSTEM. REMARKS DIAGRAM OF SYSTEM 4va-N--> G.A.A.B. wec GARB HPI GR AVER ANCHORAGE AREA BOROUGH 1 HEALTH DEPARTMENT 327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-25i1 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ADDRESSJnX ��S E-- — • PHONE LOCATION_�ic:,W /Li3! /f% LEGAL DESCRIPTION !� _ �L�'Ti ,` if l., _ _ J SEPTIC TANK: , NUMBER OF DISTANCE FROM WELL —a' b O �` MATERIAL Sf� �l COMPARTMENTS LIQUID LIQUID CAPACITY Z' GU GALLONS. INSIDE LENGTH INSIDE WIDTH DEP1H EEPAGE SYSTEM: SEEPAGE PIT: :2.Z NUMBER OF PITS / OUTSIDE DIAMETER OR WIDTH /_? / , LENGTHS, DEPTH � / LINING MATERIAI rimer DISTANCE FROM WELL ..�Clf 7f" , BUILDING FOUNDATIONVC 1 i NEAREST LOT LINE /3 TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) -7361 SO. FT. TILE DRAIN FIELD: DISTANCE FROM NUMBER OF LJNEES DISTANCE B(TWEEN LINES AREA SO. FT.I LENGTH NEAREST TRENCH WIDTH TOTAL LENGTH OF LINES_ IN. DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE DISTANCE FROM WATE WEII: TYPE!_eC DEPTH—,BUILDING FOUNDATION. 12C- SAMPLE NEAREST NEAREST/ SEPTIC i SEEPAGE / - OTHER � LOT LINE ��' .SEWER LINE ,TANrt Cn , SYSTEM f CESSPOOL '=, SOURCES —= DIAGRAM OF SYSTEM DISTANCES: w<<c -ry %pNA' 300 �- w« <. n PiT,;vp ± DATE ZI /'q GRAB -IID -2 • GREATEN ANCHORAGE AREAL TROUGH Case No. - , HEALTH DEPARTMENT 327 Eagle St. Anchorage, Ala ja -99501 279.2511 SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT NAME OF APPLICANT 12yt X�61916�--pS _ MAILING ADDRESS PHONE NO. RESIDENCE ADDRESS Eg: r14 L.�s-fl/ LOCATION OF INSTALLATION LEGAL DESCRIPTION 9/11, APPLICATION TO INSTALL: SEPTIC TANK , SEEPAGE PIT , DRAB FIELD` �/ , OTH R )I TO SERVE THE FOLLOWING AGILITY FINANCED THROUGH TO BE INSTALLED BY PERCOLATION TEST RESULTS tl ANTICIPATED DATE OF COMPLETION ' /���A BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT THIS IS TO SERVE AS ,"R ��'6f'S PERMIT TO INSTALL A AS DESCRIBED BELOW. SIZE OF UNIT TO BE SERVED .SEPTIC TANK SIZE TYPE SEEPAGE AREA 12-1 TYPE DIAGRAM OF SVSTEM- DISTANCES` lVf'WJ i 1,11Xff 7� )Sud /A't I A. 12�Z Health Auth6dty2,; - mom MEMO MONOMM Mi MEMO .■■■■■O MMM■■■■ ONO M AM EMMOMMM■ MO®MOMMON MANNO EMIMEM NOON EN -NMMMM SONO MEMO MEENNOM ■MMMMMM■NINE ONO mom ■ mom =MMEMMU1\►lluMEN no O►VEMENNOMN��■ MEMNON ■MEMMEM MENE/J MEMNON mom OMMPIN MENEM ONE MMOl MEMNON�0 ■■N M EMMEMMOR■ ■ MENEM E M MMEMMMMMIM ME IMMM® M_ NONE MORE I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the above described system is in accordance with said code. r, DATE 3 LC APPLICANTSSIG'dATURE i I TELEPHONE: 277-7601 277.7002 272-A114 ALASKA GEOLOGICAL CONSULTANTS ENOINEERINOOEOLOOY V1 MINING Q GEOPHYSICS *,GROUNDWATER O PETROLEUM 2227 SPENARD ROAD ANCHORAGE. ALASKA 95303 July 28, 1970 Mr. Dan Bel l P. O. Box 406 Eagle River, Alaska D JUL 30 ic90 CRC.IT`I ANI, .«E AREA BOAGUCH-HEAL... f: YA11 M M Re: Soils Investigation -Sewage Disposal System, Lot 7, Block 7, Pippel Subdivision, Paul Gibbs -Owner Gentlemen: The soils on the above -captioned property consist of silty, sandy gravel of glacial ground moraine origin. , Occasional pockets and lenses of water - sorted gravel and sand occur within the morainal material. A composite of this material would fall into the GM class in the Unified System. A seepage area of 225 square feet per bedroom is required. Your proposal to excavate a 14 x 14 foot pit and to place two 4 -foot diameter by 3 -foot high cesspool rings in the center followed by gravel backfill is adequate. Please call if we can be of further assistance. Very truly yours, ALASKA GEOLOGICAL CONSULTANTS HJM:js H. J. Mocm g Attachment cc: GAAB Health Department r (-%- TREATER ANCHORAGE AREA BOROU GY'�l HEALTH DEPAPTMENT CASE. d 327 EAGLE STREET ANCHORAGE, ALASKA 99501 prak; ELL. nvrt Performed For FgL/L S TT r; c--C�uruFR Date Performed Legal Description: Lot '7 bubdivision } .-r PI' r L St"�f:5 L—SIT � T✓; Z c) AJ This Fcrm Reports a: Soils Lop,'erg lc{olaticn fest Depth Vi:,uctl Feet Soil Characteristics Location Sketch ,r 5rI-fy-rcF-.,c:t NIL 2 ; o' 4 •o G�aC��t1 •f;/I n s• I•ty s�"t� y v rcivel C6 N0 10 0 Was Ground Water Encountered? 1P P If Yes, At What Depth r Reading Date Gross Time Net Tire Depth Te H2O Net Drop erco a ion a •inu e rroposed Installation: Seepage Pit Drain Field Depth Of Inlet Deptn 'ro bottom Of Pit Or Trenc NTS:!�PZ `- �jftnn c Test Performed BY: /1 CIg kcl (�1_ c,C lal i rfv Data Certified By C, Date:__ l;