HomeMy WebLinkAboutDISCO S12791i
THE DEPICTION OF ALL STRUCTURES SHOWN ON ADJACENT PROPERTIES
ARE APPROXIMATE IN REGARD TO CONFIGURATION/LOCATION AND MAY BE
BASED SOLELY ON PUBLICLY AVAILABLE MOA GIS RECORDS. THE LOCATION
OF ALL WELLS AND SEPTIC SYSTEMS SHOWN ARE APPROXIMATE AND MAY
BE BASED SOLELY ON INFORMATION OBTAINED FROM PUBLICLY AVAILABLE
MOA ONLINE RECORDS AND/OR AS -BUILT SURVEYS
TESTHOLE LOCATIONS ARE APPROXIMATE; PRIOR TO
COMPLETING A DESIGN, TESTHOLE LOCATIONS WILL NEED TO BE
ADDED TO THE PLOT PLAN BY A PROFESSIONAL LAND SURVEYOR.
ABBOTT ROAD
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HANSHEW
HEIGHTS; LOT 2A
HANSHEW
HEIGHTS; LOT 28
110' WAIVER TO TANK
HANSHEW
HEIGHTS; LOT 3A
EXISTING 150' WAIVER
TO PUBLIC WELL
1" = 100'
HASHEW
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COHOE; LOT 1
HE HTS; LOT 1
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COHOE;LOT 3
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GARNESS ENGINEERING GROUP, Ltd
FNr.INFFRINr. GAI FS r:nNhl11 TINT.
3701 EAST TUDOR ROADS UITE 101 'ANCHORAGE
PREPARED FOR:
BRIAN BRODERICK
PROJECT/LEGAL DESCRIPTION:
HANSHEW HEIGHTS; LOT 4A AND 4B
TYPE OF WORK:
SITE PLAN
PHONE NUMBER: PAGE NUMBER:
907-748-4900 1 OF 1
DRAWN BY:
D.J.G.
DATE:
3/16/2022
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LICENSE
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I NESS ENGINEERING GROUP, Ltd
ENGINEERING SALES CONSULTING
3701 EAST TUDOR ROAD, SUITE 101 ANCHORAGE. ALASKA - PHONE (907) 337-6179 - WEBSITE: www.gamessengineedng.com
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: HANSHEW HEIGHTS; LOT 4A
PERFORMED FOR: BRIAN BRODERICK DATE: 3/4/2022
DEPTH
(feet) TEST HOLE #4A
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
ORGANICS/LOAM/FILL
SOIL CLASSIFICATIONS
'
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MIL
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GM
DEPTH TO
GROUNDWATER DATE
DRY 3/4/2022
DRY 3/11/2022
SITE PLAN I
DATE
READING
NET TIME
WATER LEVEL
READING (INCHES)
NET DROP
(INCHES)
3/4/2022
1
-
6"
-
2
10
3 - 6/16"
2 - 10/16"
3
6"
-
4
10
3 - 6/16"
2 - 10/16"
5
-
6"
-
6
10
3 - 6/16"
2 - 10/16"
7
-
6"
-
8
10
3-6/16"
2-10116"
9
6"
-
10
10
3 - 6/16"
2 - 10/16"
11
6"
-
12
10
3 - 6/16"
2 - 10/16"
19 PERCOLATION RATE 3.8 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.5 FT. AND 5.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO
SOILS CLOGGED BY: DAVID GARNESS, PE PERCOLATION TEST PERFORMED BY: ERIK WIDGER
COMMENTS: PRIOR TO STARTING 10 MINUTE READING, A 30 MINUTE READING WAS ATTEMPTED. HOWEVER, THE PERCOLATION HOLE WENT DRY IN APPROXIMATE 24 MINUTES
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WASP RFC MED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ( 22
// /I Av. �7�i Vmac
"ARNESS ENGINEERING GROUP, Ltd
ENGINEERING SALES CONSULTING
3701 EAST TUDOR ROAD, SUITE 101 ANCHORAGE, ALASKA - PHONE (907) 337-6179 - WEBSITE: w .gamessengineedngxom
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: HANSHEW HEIGHTS; LOT 4B
PERFORMED FOR: BRIAN BRODERICK DATE: 3/4/2022
DEPTH --
(feet) ORGANICS/LOAM/FILL TEST HOLE #4B
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
GM
SOIL CLASSIFICATIONS
n
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Nm
11;11191
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'Y/I'�
DEPTH TO
GROUNDWATER
DATE
DRY
3/4/2022
DRY
3/11/2022
I SITE PLAN I
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G�
N
SCALE:
1" = 100'
DATE
READING
NET TIME
WATER LEVEL
READING (INCHES)
NET DROP
(INCHES)
3/4/2022
1
-
6"
-
2
30
2 - 2/16"
3 - 14/16"
3
-
6"
4
30
2 - 14/16"
3 - 2/16"
5
-
6"
-
6
30
2 - 14/16"
3 - 2/16"
7
6"
8
30
2 - 14/16"
3 - 2/16"
PERCOLATION RATE 9.6 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 5 FT. AND 6 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO
SOILS LOGGED BY: DAVID GARNESS, PE PERCOLATION TEST PERFORMED BY: ERIK WIDGER
COMMENTS:
PERFORMED BY GEG, Ltd, I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: