HomeMy WebLinkAboutALASKA INDUSTRIAL BLK 2 LT 5
GRE ER ANCHORAGE AREA BOI;' IGH
Department of Environmental O_uBlity
3330 C Street
Anchorage, Alaska gU503
INSPECTION REPORT ON-51TE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
DISTANCE (~
FROM WELL -t,~,~th:\
INSIDE LENGTH
MANUFACTURER
INSIDE WIDTH__
MATERIAL
NUMBER OF
COMPARTMENTS
LIQUID DEPTH
LIQUID C APAC I TY e,~.(~DOG A LLONS.
TILE DRAIN FIELD',. "~,' .{g__.('t ~"~__
D,STANCE FROM
NUMBER OF LINES_ I DISTANCE BETWEEN LINES
ABSORPTION AREA ~ ~F~
DEPTH: TOP OF TILE TO FINISH GRADE
NEAREST LOT LINE~___I~~-m~''~
/~ /~dl- TRENCH WIDTH--
SQ. FT. LENGTH OF EACH LINE
,~ DEPTH OF FILTER
MATERIAL BENEATH TILE1 _"~!
_ IN. ABOVE TILE
TOTAL LENGTH
OF LINES
TOTAL EFFECTIVE
WELL:
TYPE CONSTRUCTION DEPTH
BUILDING NEAREST NEAREST SEPTIC SEEPAGE
FOUNDATION__ LOT LINE__ SEWER LINE__, TANK,__ SYSTEM
CESSPOOL OTHER SOURCES
APPROVED __ DISAPPROVED REMARKS
DISTANCE FROM:
DISTANCES:
INSTALLED BY:
SEWER LINE DEPTH:
PIPE MATER
LOT SLOPE:
REMARKS:
Form LQ-032
DIAGRAM OF SYSTEM
DATE~//I?
APPROVED
G.A.A.B.
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,93
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Anchorage, Alaska 99507
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Log represents
that area of Lot 5
Block 2, Alaska Industrial
Subdivision where the test
hole was located.
Consultants Inc,
ANCHORAGE F~.~AN~S ALASKA
TH-1
9-4-75
0o0v
4°57
GRAVELLY S,~\~D TRACE SILT (SP)
5.5'
SANDY G1LRX~L TRICE SILT
(C~)
13.0'
GRAVELLY S32.iD TP&CE SiLT
NO WATER TABLE
20.0' T.D.
JUNE. AU
X~T
.... ODY SALES PROPERTY
Log of Test Hole
Anchorage, Alaska
oars 9-4-75 SCALE 1"=3' mw~ ~¥ WED cw~o mY ~.'~!D [~oo. ~o. 562110 tow~ .~. A-01 ~
GREAlER ANCt~i]tU\[;L AREA UOROUut~
Department of EnvironmenLal Quality
3330 "C" Street
Anchorage, A1 aska 99b03
SOlidS 1,O(; - PEROI,ATION TEST
This form reports: Soils log ...... X
Pe rfo rmed fo r_. __ Mr_,_ _P.~u_i_ _G_~_l__l_i~._i _o .... Oa te Pe rfo rm,.: d._ 7/. J.O/7~__
Legal Description
Percolation test
Depth
Feet
] - Sandy Gravel, well graded, no
discernible silt;
2 - USCS Class GW
4 - Sandy gravel to gravelly sand.
Sand fraction very coarse.
5 - Well graded below No. 4 size,
poorly graded above No. 4.A~o
6 - discernible silt.
USCS Class t'GP/SW"
7-
10-
ll -
12-
.....................................
14-
Was ground water encountered? NO
If yes, at what depth?
Readi n§ Date
Percolation rate
Gross Time
mi nute.
Depth to Water Net Urop
_J
Net Time
brain Field
-Proposed installa~-TSn: Seepage Pit
Depth of Inlet . Depth to bottom of pit or trenct~
COMMENTS: .... ~!n_f_!~_t~__k~_d_e_s~_l~ned for dimension__s_,_
-P~-~formed By: .... /~/_c:~: ............... Certl fi ed By
Department of Environ,lental QualiLy
3330 "C" Street
An'chorage, Alaska 99b03
SOII,S 1,0(; -- PEROI,A'FION TEST
Performed for_ .... M_~L?.~u.-1..~_-I__!~P.!_o_(..*"._~": ',.'.__~'2:' : iZ .......... ;)ate Performed . 7/__~0/75. _.
Legal Oescri pti on :_Lots 5 ~ 6_~_ t~_lock 2~_Al~k ~ustri~l_&ub~..~._~l:~_Yiew ..................
l'his form reports: Soils log ..X. Percolation test _
Depth
Feet
1 - Sandy Gravel~'~ll gr'aded,'nd
discernible silt;
2 - USCS Class GW
Sandy gravel to gravelly sand.
Sand fraction very coarse.
Well graded below No. 4 size~
poorly graded above No. 4.A/o
discernible silt.
USCS Class "GP/SW"
10-
12-
]3-
]4-
Was ground water encountered? NO
If yes, at what depth?
Reading
Date
Gross Time
Net Time Depth to Water
..... i,-fn~-e-.
Seepage Pit
Depth to bottom of pit or trencJ,
Percolation rate
-Proposed instal la~-i-~-n-
Depth of Inlet
COaMENTS: .__D_~_a,_~_~l_4_t_o_b_e__d._e.,s_&_gned for dimensions_._
Drain Field
x
Net Urop
Reccomend 115 De_r_ Bedrdlo_zB.___
NC.
:~,NI2ItORAGE
F.-'i ! R 14.at N KS
JITNEAU
249 EAST 51ST AVENUE P.O. BOX 6087 ANCHORAGE. ALASKA 99503 TELEPHONE 907-279-0483 TELEX
September 5, 1975
R & M l'io. 562110
Melody Sales
3115 Mountain View Drive
Anchorage, Alaska
Test Hole and Soil Log Report for Sanitary System
Lots 5 & 6, Block 2, Alaska Industrial Subdivision
Mountain View
Gentlemen:
We are submitting herewith the test boring results and our comments regard-
ing soil conditions encountered at the subject site. This investigation
was performed in accordance with your request of September 3, 1975, and
those procedures outlined in a letter dated July 15, 1975, by Mr. Rolf
Strickland of the Greater Anchorage Area Borough Department of Environmen-
tal Quality.
A single test hole was put down within the area for the purpose of defining
general subsurface soil conditions for the proposed sanitary system. Exca-
vation was accomplished with an auger type drilling rig and the test hole
was extended to a total depth of 20.0 feet below ground surface. The final
log prepared for the test hole has been included in Drawing A-01.
Ground water was not encountered in the test hole.
We appreciate being given this opportunity to be of service to you. Should
you have any questions with regard to the above, please do not hesitate to
contact us.
Very truly yours,
R & M CONSULTANTS, INC.
Vice President '
JWR/WED/j a
xc: GAAB
F2 a ~ ~,.~t _ ~;c,.u s t r ]_a ]. Su bd ix~ is i on
1975 Sewer Improvements Comerci;7;! Drive
T]drd Edit ion
G.;',.~M?,~ Pub! ic
January $1, 1975
Stephen D. Brown. Jr.
Dickinson, Oswald, Welch a Lee
4040 "B" Street
Anchorage, Alaska 99503
SUBJECT: 1975 Sewex' Sewer Improvements. Commercial Drive,
Alaska Industrial Subdivision, 3rd Addition
Dear Mr. Brown:
The Greater Anchorage Area Borough Department of Environmental
f~naaltty has received and reviewed the preHmtna~ en~nee~ng
plans for the subject sewer p~ject. We find these plus m~t with
all conditions with which ~is department is ~nce~ed.
Should you have questions regarding our review of the project, please
contact the undersigned.
Sincerely,
Rolf Strickland, ii .S.
Chief Sanitarian
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