HomeMy WebLinkAboutT12N R2W SEC 30 W2NE4NW4NE4SE4
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH &ENVtRONMENTAI. PROTECTION
ENVlRONMENI'AL ENGINEERING DIVISION
825 L Street · Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEIVI AND/OR WELL INSPECTION REPORT
NAME
VIAl LING ADDRESS
LEGAL DESCRIPTION
LOCATION
~' ~ca /~S~ ~ IF HOMEMADE:
DISTANCE TO_~
Length of cacti line
Top of tile to finish grade~,/
DISTANCE TO:
Absorption area
Material beneath tile
Depth
Crib depth
Well Building foundation Nearest lot line
Depth Driller Distance to lot line
BU lding foundation
NO, OF BEDROOMS
PERMIT NO, ~¢~O50
Liquid depth
PERMIT NO.
Liquid capacity in 9aliens
PERMIT
Total effective absor )tion area
PERMIT NO.
Sewer line
Total effective absorption area
Septic tal]k
OTHER
PIPE MATERIALS
SOIL TEST RATING
NSTALLER
REMARKS
APPROVED DATE LEGAL
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t::l'v'!:;l]]! I::II~iLE~ 'FEI ];NSL.t!:;;'.E; F't;i:OF'ER
July 24, 1980 R&M No. 051001-53
Ms. Linda McKee
c/o Shuster Properties
Star Route A Box 2393R
Anchorage, Alaska 99507
Subject: Soil Investigation for Sanitary Sewer System, Lot 5, Block 021,
Glen Alps Subdivision, Anchorage, Alaska.
Dear Ms. McKee:
At your request of July 14, 1980, R&M Consultants conducted a subsurface
soils investigation at the proposed location of the sanitary sewer drain field
on the subject lot. The test procedure complied with those required by the
Municipality of Anchorage, Department of Health and Environmental Protec-
tion.
The site topography was gently sloping to the north. At the time of the
investigation, the drilling site was an exposed gravel area with no vegeta-
tion.
Field activities were performed on July 17, 1980. Three test holes were
drilled using a rotary drill rig equipped with 6-inch diameter continuous
flight hollow~stem auger. The test holes were sited according to your
instructions and their locations are shown on the attached sheet.
Test Hole ffl was drilled to a depth of 10 feet. Test Hole 02 was drilled to a
depth of 10 feet. Test Hole ~:3 was drilled to a depth of 2.5 feet and the
percolation test was performed at this location. The depth indicated is below
the existing ground elevation at the time off drilling.
'The soils were inspected at the time of drilling by Peter Herstek, a
technician from our office. Grab samples were taken to the laboratory and
were visually classified. The description of the soils encountered are shown
on tl~e attached sheets.
Bedrock was encountered at a depth of 10 feet in Test Hole ~'1 and Test Hole
~2. At the time the test holes were drilled, seasonal frost was not present
and permafrost was not encountered.
Groundwater after drilling was at a depth of 4 feet in Test Hole ~1 and at a
depth of 6.5 feet in Test Hole ~2.
July 24, 1980
Ms. I_inda McKee
Page -2-
It should be noted that the information given in this report displays specific
conditions encountered on the date of the investigation. Subsurface
conditions may vary on other parts of the lot without any apparent super-
ficial evidence of the change. Groundwater level may fluctuate both
seasonally and from year to year,
A percolcation test was performed from a depth indicated on the soils log.
The average infiltration in the stratum tested was measured over one hour.
The net drop in the water level that occured during the final 10 minutes was
used to calculate the percolation rate. The measured percolation rate was
4.0 minutes per inch.
We appreciate this opportunity to be of service to you. Please contact us if
you have any questions concerning this letter or if we can be of additional
service.
Sincerely,
R&M CONSULTANTS, INC.
William J. Thompson, P.E.
Senior Engineer
WJT/rm/L2-O
Attachments
[] SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONM[-'NTAL PROTECTION
Pouch 6,650, Anchorage, Alaska 99502 276-2221
SOILS LOG - PERCOLATION TEST
PERFORMED FOR: Linda McKee c/o Schuster Properties
DATE PERFORMED:
LEGAL DESCRIPTION: Lot 5 Block 021, Glen Alps Subdivision
PERCOLATION
TEST
051001-53
7-17-80
1
3-
4
5
6
7
8
9
10
11
12
13-
14-
15-
16
17
18
19
20
BROWN GRAVELLY SAND W/TRACE
SILT SP-SM
G BROWN SANDY GP~AVEL W/TP~ACE
SILT GP-GM
G BROWN SANDY GRAVEL
Water Table
GP
G
SI.OPE
SITE PLAN
Pe.rc Test
BEDROCK
~bin
an Roof
WAS GROUND WATER Yes S
ENCOUNTERED? L' ~ : '
0
E
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
Hole
Refille¢ 7-14-80 10:26 29 2.4
13 10:27 30 9.0" 0"
14 10:37 40 17.25" 8.25"
15 10:47 50 21.0" 12.00"
10:57 60 23.5" 14.50"
PERCOLATION RATE 4.00 (minutes/inch)
TEST RUN BETWEEN ,.___q0~ FT AND --2-,-~--~,~FT
COMMENTS
PERFORMED BY: CERTIFIED BY: DATE:
72-008 (7/76)
d?ermit #: 821121
January 31, 1983
TO: Permit App ]_icant
Subject: I,ot 5 Glen Alps Subdivision
A permit issued by this department for an individual well
and/or on--site sewer system has expired as of December 31,
1982.
Permits are issued on a calendar year
the permit, by authority of Municipal
If you have drilled the well, a well
basis, as stated on
Ordinance.
log needs ho be sent
to this department for documentation of the insta]_lation
date and to close the permit.
If a private engineer inspected the installation of the
on-site sewer system, please have them send us the as-builts
for our files and documentation.
If there are any further questions, please call this office
at 264-4720.
S ince[el~
Robert C. Pratt, R.S.
Acting Program Manager
Sewer and Water Program
RcP/ljw
eric: Copy of Permit
SWP/0 5 7
PERMIT NEL
[:'EF'RRTMENT OF HERL]"H FIN[:, EN',,,'IRONMENTRL
8;2:5 '" L '" STREET., FINC:HORFtGE.,
264-4720
~-...~ IF_ L. g F" E
( 82:1.12:1. )
FiPPL. ICFtNT SCHUSTER F'ROF'ERTIES SRR 60,, ":'~'q'> R
,:- -'. -. --. b~bLS.~d ?
L. OCRT I ON
LEGFtL L5 GL. EN IILP:, EL'IT SIZE
'99'-=.~9'-:~'9 L:;QUFIRE FEET
MINIMUM [;I._,TI-INCE E, E I'I, IEEN FI t.4ELL FIN[:, FIN~' ON-SITE _,EI]I-IGE C I_,I Oz, HL -q'¢STEM
':' - ' ' ~ ':':' '-- I:S
100 FEEl" FOR FI F'RI',,,'FITE P.IELL IR' 150 TO 2ELF4 FEET FR'"PI R FLIE, LIu WELL [:'EF'EN[:,ING
.IFuN THE TYPE OF F IJE, LIL. WELL.
MINIMLIM [:,ISTFINCE --'~ ~ ....
F~JM R FR.[,RIE HELL TO FI F'Rt',,,'FiTE ':-]EL,.IER LINE 'q ;2.'5
1_ FEET RN[)
TO R C:OMMUNIT'.¢ SEI.4ER LINE IL-'; 7'~ FEET.
HELL L Jb:, FIRE REQUIRE[:, FIN[:' tll..l_,l BE RETIJRNE[:, TL] THE DEF'FIRTM[-'NT WITHIN 2:83 [:'Fi"r'--q
OF THE 1.4ELL C:CIMPLETION.
LIT'HER RF'[~LIZREMENT¢-; MFt"¢ -~' .... :.: ..... ,--
I-IFFLt. -,PEL. IFIL. HTI_N:, RNE:, CONSTRUCTION C, IRGR[RM.C_i FIRE
H FtZLHE, LE Tf] ItL, LIRE F'ROPER ItJ.:,q HLLFIFIuN.
F" E R ~-'11 Y. 1- ["~ :'-( F" Y. -' - ":-" . .= .:.
F:. E __. E::' E C: E-E f"l E: E: R 3: ::L .. .:L _.~' ....:_
I CER'FIF'¢ ]'FIFIT
2L: I FIM FFtMILIRR HITH THE RE-QUIREMENT':; F']R ON-SITE SEI.,.IER':; F~ND [IELL:, R-q ..ET
FORTH E:'¢ THE MUNICIF'FILIT'¢ OF Fff'~C:HORFIGE,
2: I HILL IN'-qTRLL THF_' S'¢STEM IN FIC:CL]RDRNF:E WITH TFIE E:ODE~.
P3F P~/~]:FIN T SCHUSTER PROPERT ZFS .............
~I-W DRILLING, Inc.
P.o. 8ox4-1224 o 1310C International Airport hued
(907) 274-46t ]
ANCHORAGE, ALASKA 99509
DRILLING LOG
Well Owner. Schuster Properties _Use of WelLDomestic
Location (address of: Township, Range, Section, if known; or distance main road Lot 5 Glenn Alps Subdivision
Size of casing. 6" Depth of Hole 2/~ feet Cased to_2~) feet
Static water level 8' ft. ~ (below) land surface. Finish of well (check one)
Screen ( ); Perforated ( ).
Describe screen o);-'pe~oratl0n_ None
Well pumping test ~L_ /.gallons per (h~Ai~
of drawdown from ~[atie level.
Date of comp]etion~S~eptember 30~_[~8_2~ ......
(minute) for~_}_ _.hours with
WELL LOG
Depth in feet from
ground surface Give details of formations penetrated, size of material, color and hardness
0 TO. 2 Casi_~_stickap MUNICIPALIr___y OF AN.CJdOR kG~
DEPT. OF HqALTH &
2 TO_ 5 Fill I. oo~ ENVIRONMENTAL PROTECTION
5 _TO_ 7 Organic kdA~ ,~ ~cl ~'~.. ,, .~,
7 _TO 16
16 TO 22
22 _TO 25
2~_TO_._ 2_Z~,
.TO
TO
.TO
.TO
TO.
TO.
TO.
open end ( xxx~c i~-
Silty ~rav el
~ra, c~ured b~drock___
RECEIVED
1 -- CUSTOMER