HomeMy WebLinkAboutREGAN LT 126B
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street - Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
PH O'~
.~¢'N EW
NAME
MAILING ADDRESS
LEGAL DESCRIPTION
LOCATION
Well
DISTANCE TO:
E~UPGRADE
/ Absorption me
T Dwelling /O ~'
M at er ia~ ~-
Inside length ~Width
Dwelling
Liq. cap?~ocit in gallonsl_ IF FIOMEMADE'.
=--I- ~ac-t~rer N/M
Foundation~ ~ /
Material
93: DISTANCE TO: IWell /~/0 /
LU L~ ~O NO. of lines Lengthier eacl--i li.e
I
nish grad.~~¢¢¢ /
Length Width
Total lenc~th of, clines
Material beneath tile ¢1.. ~) //
Depth
NO. OF BEDROOMS
PERMIT NO.
8~o93/
No. of compartments
Liquid depth
PERMIT NO.
LiquM capacity in gallons
Type of crib
DISTANCE TO:
Class
DISTANCE TO:
Crib diameter
Well
Depth
Building f ouf~n/
Crib depth
Building foundation
Sewer line/.~O /
Total effective absorption area
Nearest lot line
Distance to:~)lot ine PERMIT NO~,~)~_O ~,~,~/, ·
Septic tank/~) / (s~/
OTHER
PIPE MATERIALS
~OIL TEST RATING
INSTALLER
D
CE-§123
APPROVED
PEP'
DATE
72 013 (Rev. 3/78)
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14~TH THE F:?.E(XjI[I~:EHEiqT~ F"R C$,I-'S~TE ::,[:.l.ll_l ..... ]:ff',lD HELLS FI:E~ SET
SOILS LOG
MUNICIPALITY OF ANCHORAGE:
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PERCOLATION
TEST
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
10
SLOPE
11
WAS GROUND WATER
ENCOUNTERED?
12
13
(F YES, AT WHAT
DEPTH?
DATE PERFORMED:
SITE PLAN
E
14
15-
16-
17-
18-
19-
20-
G~oss Net Oepth to Net
Reading Date Time
Time (/~2/,~ ) Water Drop
2-
/0
/D
PERCOLATION RATE
TEST RUN BETWEEN
(minutes/inch)
FT
COMMENTS
_
PERFORMED BY: ,/?//I VL///.' ~'~-~ /v' CERTIFIED
72-008 (6/79)
ARCTIC ENGINEERS, INC.
January 24, 1984
Susan Oswalt
Dept. of Health & Env. Protection
Pouch 6-650
Anchorage, Alaska 99502~0650
Dear Susan:
Enclosed with this letter is a letter from Cory Willis stating
unacceptability of my on-site sewer as-built as submitted. This
letter is to get a "Certificate of Approval" without further
field work or delays. As you may recall, I discussed engineering
changes of system design from D.E.H. requirements as shown on the
permit. We mutually agreed it was acceptable if the design still
met M.O.A. requirements. While my excavation was slightly deeper
than allowable with the soil test depth submitted, there is no
ground water within 4 ft. of the bottom of 'the trench.
The trench is deeper than allowed by the permit because of the
square footage of absorption area required by the permit. The
permit required design for a minimum of 3 bedrooms (L.D.
Montgomery) so more absorption area was added. It was later
found out from you that three bedrooms is the "recommended"
minimum size as opposed to required. In other words, my system
is unacceptable because the depth was increased to get the added
absorption area I was told was required which actually wasn't (my
house is only one bedroom). I feel the error in required
absorption area played a large role in my error of excessive
depth, making a new soils log a questionable requirement. The
system is completely workable and legal as constructed.
As stated earlier, there's no ground water anywhere near the
bottom of my trench but I have no documentation of this fact. My
information is based on conversations with neighbors, water well
logs, and general knowledge of my property. If you could fix
this and obtain a "Certificate of Approval" I would be greatly
appreciative. If you have any questions or require additional
information, please call.
Sincer, ely,
Thomas Regan /j
Environmental En~F~neer
P.S. We're working on review comments for the Wastewater
Disposal Regulations from your Department.
ARCTIC ENGINEERS, INC.
February 14, 1984
Susan Oswalt
Department of Health & Environmental
Pouch 6-650
Anchorage, Alaska 99502-0650
Protection
Re: Lot 126, Sec 33, T12N, R3W, SM
Dear Susan:
This letter is to confirm that no groundwater is located within
15 feet of the ground surface (4 feet below the bottom of the
septic system trench) at the sewage disposal site on the above
mentioned lot. Data is based on field tests and general
knowledge of the site in question. I hope this information is
adequate to facilitate on-s~e sewer system approval.
An addendum to the original on-site sewage disposal system and
well inspection report should be noted. Total absorption area
the trench should be 462 square feet, not 500 as originally
calculated.
in
sincerely appreciate your help in this matter.
Sincerely,
ARCTIC ENGINEERS, INC.
David Yanoshek, P.E.
:Since)?o.Ly,