HomeMy WebLinkAboutT15N R1W SEC 18 Lots 188A & 188B Plat# 83-314 S-6971
MUNICIPALITY OF ANCHORAGE
Departmen of Health & Environmental rotection
Environmental Health Division
Case Review Worksheet
Case Number t Date Received
S-6971/ April 12, 1983
Subdivision or Project Title:
Comments Due By
April 29, 1983
T15N R1W Section 18 Lots 188-A,
t~l!~Pub'l'i'¢' water available
( ) Community water available
188-B
f~Public sewer available
Comments:
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9.
SLOPE
SITE PLAN
10-
11
13-
14---
15-
16-
17-
18-
19-
20-
/
· /WAS GROUND WATER
__~ENCOUNTERED? .
/2, r- ¢)//¢,~ ,E ,'ES. AT W,,AT
,,',30 ~_
?-"Z. ~-T
O
P
E
Gross Net Depth to Net
Reading Date Time Time Water Drop
/
PERCOLATION RATE
(minutes/inch)
.~._~ T~EST RUN BETWEEN FT AND , ,. FT
PERFORMED BY:
12-008 (6/79)
VI CHAEL ERG .fIANN GEOCONSULTANT
BO) 19],S}AR ROL~TE A, ANCHORAGE, ALASKAg95~2
{907) 3449150
Mr. Jimmy Hayes
Hayes Company Realtors
2907 Eide
A~chorage, AK 99503
May 29, 1979
Subject: Soils investigation for sanitary sewer system on Lot 188, Sec 18, of original
BLM Plat, T15N, R1W, SM, Alaska.
Dear Mr }{ayes:
At your request of May 23, 1979, I conducted a soils investigation at the proposed
location of a sanitary sewer system on the subject lot. This investigation, which
consisted of the inspection of soils removed during the digging of 16.0 foot deep
test pit, using a wheel mounted Drott Backhoe.
The soils encountered are graphically shown on the accompanying test hole log. The
soils consisted of a thin layer of Organics and Organic Silt with some Sand and
Gravel 1.0 foot thick, overlying a Sandy Gravel with occasional cobbles to a total
depth of 16.0 feet.
No water table was encountered.
The topography'of the lot is essentially flat, with a barely perceptible slope to
the Eas~.
Vegetation present on the subject lot consists of dense narrow birch to 30 feet tall,
with some low bushes, willows and alders, and a low ground cover of mosses and grasses.
An accompanying sketch shows the subject lot with the approximate location of the test
pit in relation to the property lines.
I appreciate the opportunity to be of service to you. Please contact me if you have
any questions regarding this soils investigation.
Very truly yours,
Consul~ Geologist
Attachments: Drawing of test hole log with location sketch.
xc: Department of Health and Environmental Protection
(V~ :,l) 330'
Lot 188, Sec 18, of original BLM
Plat,~15N, R1W, SM, Alaska.
2.5 Acres. .... ~
,~__~,T.H. No. 1
(~EST) 330'
Mink Drive
NOT TO SCALE
Distances are approximate ~nd have not
been measured by surveying methods as
to location of test hole.
Michael B. Bergmann
Consulting Geologist
Box 191, Star Route A,
Anchorage, Alaska 99502
(907)344-9150
;i'.}]. No.
5-24-79
OrganiCs, Organic si]t:
som~ Sand and Gravel,
~ sl moist, brown.
~ (OL-ML)
%____
Sandy Grave].: w/occ Cobbles,
loose,.s-I 'm6~st, grybrn.
(GW)
NO WATER TABLE ENCOUNTERED
Test Hole Log represents soils
encountered on Lot 188, Sec 18,
of original BLM Plat, T15N, R1W,
SM, Alaska.
with
16.0'TD
LOTI84
LOT
LOT 202
LOT 183-A I
/
LOT 197- A
LOT 203
SURVEYOR'S CERT/F/CATE
LOT
MINK CREEK
/ CURVE
LOT 2
CER T/F/CA TE OF 0 WNERSHIP and DED/CATION
DT1002476
LOT5 168-A ~ ! 8E>-E,