HomeMy WebLinkAboutT12N R3W SEC 21 LT 9 N2TI ZN R3W
c 21
Lot 9 N2
#015-271-18
MUNICIPALITY OF ANCHORAGE
r
a .� m
Development Services Department `k �- Phone: 907-343-7904
Can -Site Water & Wastewater Section Fax: 907-343-7997
Pump Installation Log
Well Drilling Permit Number: Date of Issue: - -
Parcel Identification Number: 015 _ 271 _ 18
Legal Description Block Lot Property Owner Name & Address:
LAMBERT MARK D
T12N R3W SEC 21 9 N2 310 K STREET #255
ANCHORAGE, AK 99501
Pump Installation Date: oa - 02 - 2022
Pump Intake Depth Below Top of Well Casing:
Pump Manufacturer's Name: MYERS
Pump Model: 3NFL72-8' PR-02
Pump Size: .75 by
Pitless Adapter Burial Depth: NSA feet
Pitless Adapter Manufacturer's Na rae:
NIA
Pitless Adapter Installer:
Well Disinfected Upon Gompletic
Method of Disinfection: PELLETS
Comments:
11 Pump Installer Name: _
Company:
Mailing Address:
11 City:
195 feet
XYes ❑ No
ANCHORAGE WELL & PUMP SERVICE
7640 KING STREET
ANCHORAGE, AK 99519
907-243-0740
State: Zip:
Attention: The pump installer shall provide a pump installation lop to On -site within 30 days of pump installation.
SOILS LOG - PERCOLATION TEST
TEST HOLE 1
VERY FINE
GM/ SILTY GRAVEL i ~
4 -- SM AND SAND ./ ~
~- ~"~ ~ J"/ I OUTBUILDING \
9-- ' ~" ~. ~11 NO FOUNDATION
10-- o ,{,30. '%.
,
12 -- SM THANSILT' LOOSERABoVE I /~ /~'%' __ /, J
WAS GROUND WATER
14 -- ENCOUNTERED? __N
TH
15 -- IF YES, AT WHAT X
DEPTH? -DRY
DEPTH TO WATER AFTER
MONITORING? DRY
18 -- DATE: 08/27/15
DATE PERFORMED: 8/20/15 I 8/20/15 12:20 --- 6.29
2 12:30 10 MIN 8.51 2.22
3 12:30 --- ! 6,29 ---
4 12:40 10 MIN ! 8,50 2.21
5 12:40 -- 6.29 ---
6 12:50 10 MIN 8.48 2.19
PEROLATION RATE 4.6 (min/inch) PERC HOLE DIAMETER 6 inches
TEST RUN BETWEEN 3 FT AND 4 FT
COMMENTS: Test hole excavated by iSAACS E*CAvATING SERVICES. Prec hole ,,vas presoaked.
Test run for at least one hour, Last 3 readings reported. Sieve sample taken from 10' depth.
PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: PAI~ON~ tl~O S~C, LLC ~-;~..~.~q~
FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 ~"¢' .. ........ .~ ~ 9/4/15
PHONE (907) 272-8218 FAX (907) 272-8211 ~."" ~,2~!~"~,1
g*./. NO
T12N, RZW, Sec22, LOT 11C ~~~x,(_z~ ~' _015-141-46
dOHN & blARIUivl CLARE~~ ~ERMIT NO.
10901 CLARE CIRCLE ~... ...~%¢~ 0SP151305
SOILS LOC ANCHORAGE, AK 99516 'I~/~7~ok~¢~,(.~.~.~ Shee(
WATER
READING BATE CLOCK NETTIME LEVEL NET DROP
TIME READING
I 8/20/15 12:20 --- 6.29 -~-
2 12:30 10 MIN 8.51 2.22
3 12:30 --- 6.29 -..
4 12:40 10 MIN 8,50 2.21
5 12:40 .- 6.29 __.
6 12:50 10 MIN 8.48 2.19
040. 002 Crowther Associates
Client: Pannone Engineering Services
Project: 3320 O'Malley Road
T12N R3W Section 21 Lot 9, north half
Date: August 24, 2015
Particle Size Distribution Table
Sample Source North
Half
Sieve Size Percent Finer Percent Finer Percent Finer ~ Percent Finer
3 inch 100
1-1/2 inch 95
3/4 inch 93
#4 86
#10 82
#40 41
#100 10
#200 7
0.02 mm
Classification Fine to Medium
Sand with Silt
(SP-SM)
1632 Bellevue Circle/Anchorage, Alaska 99515
Telephone (907) 349-2198 / E maik crowther~alaska, net