HomeMy WebLinkAboutWALTER G PIPPEL #2 BLK 11 LT 17wal�r :11D
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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
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�Atl' J' 0- 00 NAME
LEGAL DESCRIPTION
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1PH'O'N1E
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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
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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,; -
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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:__
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