HomeMy WebLinkAboutROLLINS Lots A & B S-8366
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
Environmental Health Division
CASE REVIEW WORKSHEET
CASE NUMBER:
$-8366
SUBDIVISION OR PROJECT TITLE:
DATE RECEIVED:
December 17, 1985
COMMENTS DUE BY:
January 10, 1986
Lots A, B Rollins Subdivision
( ) PUBLIC WATER AVAILABLE ( ) PUBLIC SEWER AVAILABLE
( ) COMMUNITY WATER AVAILABLE
COMMENTS:
PERFORMED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
LEGAL DESCRIPTION:
1
2
3
5
6
9
10
13..
14-
'17-
18-
20-
Township, Range, Section:-~\~¥..~ ~, ~ ~..~v~ . .~-~-. ~-._~
SLOPE SITE PLAN '
WAS GROUND WATER
ENCOUNTERED?
L
IF YES, AT WHAT O
DEPTH? p
E
Depth to Water Alter. ~/?-' Date:
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE ~5, (minutes/inch) PERC HOLE DIAMETER __
TEST RUN BETWEEN FT AND __ FT
COMMENTS
,& S Engln~r~ng CERTIFY THAT ~HIS TEST WAS PERFORMED IN
P ERFOR M ED BY: ,.R ,,~=
72-008 (Rev, 4/85)
(ENGINEER'S SEAL)
C
Municipality ol Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
DATE PERFORMED: I'~~ ~-- ~,-~
LEGAL DESCRIPTfON:
1
2
3-
4
5
6
7
8
10-
11
12
13
14
15
16
17
18
19
2O
Ne.I~7-E
Township, Range, Sect!on!,_~.c.~l.~, 1~ ~---~%-~; '~-'-/~-. ~-~-
· SLOPE SlT~ PLAN
WAS GROUND WATER
ENCOUNTERED?
S
L
IF YES, AT WHAT Oi
DEPTH?
P
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE --
(minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN _ FT AND FT
PERFORMED BY; ~R 'fa, z- ~ ~ CERTIFY THAT ~HIS TEST WAS PERFORMED
HEALTH AUTHORITY
APPROVALS
SEWER & WATER
MAIN EXTENSIONS
SEWER & WATER
~NSPECrlON
ENGINEERING STUDIES
~ ND REPORTS
WELL INSPECTION
& FLOW TEST
CITE PLANS
ROAO DESIGN
SOIL TEST
PERCOLA~ION
TEST
Sr RUCTURAL &
MECHANICAL
If4SPECTIONS
ON SITE
WASTE WATER
PI~SF-OSAL SYSTEM
ROBERTA. SHAFER
1985
CIVIL ENGINEER
694-2979
Mr. Don Rollins
P.O. Box 140210
AnchoraBe, Alaska 99514
REFERENCE: Lot 124; Sec~on 251 TISN; R~W
Dear Mr. Roll~ns,
Reference our recent telephone conversation concerning the on-site waste
water dlspos~l system upgrade installed on the referenced propert~ b~
RaS,~uSSon Enterprises. As I explained to you on the telephone, the
absorpt~on area as installed and described by Mr. Rasmusson, and documented
on Mu~cipa&ity inspection report d~ted May 17, 1985 by us is deficient
in area to support a four bedroom residence. The following calculat~Lons
show the short fall and upgrade requirements for four bedrooms.
DRAINFIELD:
21 Ft. long; 10 ft. wide; 3 ft. S.R. depth
210 210
AREA = 21 X 10 = -~- = ~- = 300 SF
10+2
% depth = w+1+2d XIO0 I0+I+2(3-~ 100 = 70
REQUIRED AREA FOR FOUR BEDROOM
85 X 4 = 340 SF ~=' 300 SF
Short 40SF
UPGRAGE REQUIRED:
21X12 = 340.5 340 OK
.74 ---
12~2
% depth = 12+I+2~ = 74
Add 2 ft. to the width X 21 feet long with $ feet S.R.;
I run of 4 in~.h perforated pipel tied into the existing'
distribution system
page two
Lot 124; Section 25; TI5N; R2W
December 7, 1985 will be
'6 re~ohme-d. In the mcanlime, your system
A permil from the Municipality of Anchorage and ~o inspec~on6
req~r~d at the ~e t~s upgrade ~_ PMu~a~i~y of Anchorag~ for a
has ~een a~ce~t~d and approved b~ ~ne ~ -
bedroom
If w~ may b~ of ~u~th~ service, please con,act us.
Depar~ent of H~th and H~an Services
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