HomeMy WebLinkAboutSHACKLETON Lot 23-A Soils InformationSOILS INVESTIGATION
Lot 23A, Shackleton Subdivision
Report to:
Donald Showers
July 5, 1972
Prepared by: ' -
HEWITT U. LOUNSBURY & ASSOCIATES
723 W. 6th Avenue
Anchorage, Alaska
INTRODUCTION
This report is the result of our field geologic and soil investigation
conducted on June 26, 1972, on Shackelton Subdivision, Anchorage, Alaska;
Legal Description: Lot 23A Shackelton Subdivision located in the
Southeast one-quarter, Northwest one-quarter, Section 19 of Township
12 North, Range 3 best Seward Meridian.
Shackelton Subdivision is a newly proposed residential area being planned
exclusive of public water or sewer utilities. Development of adequate
sanitary, facilities will be the responsibility of the individual .property
owners. The sewage disposal will consist of conventional septic tanks
draining into a seepage pit and/or drain field. The water source will be
from individually drilled and cased wells.
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The purpose of the investigation as to define �n etas tie so i s con-
ditions within the property and determine area requirements for proper
sewer seepage in the particular soil found.
Our investigation consisted of (1) a geologic review of the general
area, (2) field reconnaissance of slope and contour, and (3) exploratory
trenching at selected representative sites.
Specific types and depths of soils found are shown on the accompanying
logs.
The soils were found to vary throughout the area from well graded coarse
sands to a sand clay. and silt mixture in the southeast corner.
The site slopes toward the southeast corner in a sort of semicircular
fashion from the north and west. Maximum slope is on the order of 10%+,
leveling out to nearly flat in the low area.
INVESTIGATION
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vi
The purpose of the investigation as to define �n etas tie so i s con-
ditions within the property and determine area requirements for proper
sewer seepage in the particular soil found.
Our investigation consisted of (1) a geologic review of the general
area, (2) field reconnaissance of slope and contour, and (3) exploratory
trenching at selected representative sites.
Specific types and depths of soils found are shown on the accompanying
logs.
The soils were found to vary throughout the area from well graded coarse
sands to a sand clay. and silt mixture in the southeast corner.
The site slopes toward the southeast corner in a sort of semicircular
fashion from the north and west. Maximum slope is on the order of 10%+,
leveling out to nearly flat in the low area.
CONCLUSION
From the information gathered during our investigation, we conclude that
there exists, on the site, soils which are capable of sustaining a septic
tank -seepage pit sewer system.
These soils exist in the higher areas of the property and seepage pit
areas of from 125 to 250 square feet per bedroom should meet Greater
Anchorage Area Borough requirements.
The required absorption area for seepage pits shall be computed on the
basis of the engineers estimated square foot per bedroom figures for each
vertical stratum penetrated. The weighted average of the results shall
be computed to obtain a design figure. Soil strata in which an area of
over 250 square feet/bedroom is specified shall not be included in com-
puting the absorption area.
Such data as:
(1) Septic tanks design requirements for
(2) Sub -surface disposal fields and seepage pits;
(3) Locations for disposal systems
may be found in Ordinance No. 28-68; Section 1, Chapter 9, Article VI,
Sewage Disposal Practice, Greater Anchorage Area Borough, Alaska_
If you have any questions, or if we may be of further service on this.
project, please call us at anytime.
Respectfully submitted,
"EWITT U. LOUNSQURY & ASSOCIATES
p�� L ren H. Lounsbury, P.E.
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6 ° h . 489E
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Charles W. Wainwright, Te i cl an
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PNGROR�BES
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INTER -OFFICE MEMORANDUM
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a GREATER ANCHORAGE AREA BOROUGH
6a
74 a4rz
FROM: DEPARTMENT: �._ ____._._.,___. _____ ____._._._______. SUBJECT:._.f�__
t �^
INITIATED BY: _€..,�__ _Ir��--- ___,,__.__,._DATE OF MEMO:
DATE ANSWER
TO: DEPARTMENT: ...`a ____..____ __ _.__._..__.___------ REQUESTED: ___------ ____
RECEIVER:�M-�-
REQUESTED ACTION SCHEDULE
FOR INFORMATION ONLY
FOR IMMEDIATE ACTION
FOR YOUR CONSIDERATION
OTHER
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PREPARE BACK-UP INFORMATION
CALL ME BEFORE YOU ANSWER .
40 NEED YOUR RECOMMENDATION
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�, - - - - _ ,.. - ..� ,. SIGNATURE _._