HomeMy WebLinkAboutSAND LAKE #2 BLK 5 LT 14Onsite File
SAND LAKE #2
Block 5
PIS# 011-134-23
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/
�SAND LAKE S/D #2; BLOCK 6. LOT 12 PROFESSIONALLY
LOCATED BY KENNETH \^ '
LANCASTER TRACT A
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UNDEVELOPED --' --
N ER OF BEDROOMS: 4
GALL PER DAY (GPD): 600
PERCOLA RATE/S: <1MIN/I
PROPOSED (CATION RATE:
MINIMUM DRAIN SOFT • '.
CAT 11 ADVANCED T T
MAXIMUM DTH U
EXCA
WIDTH: 2.5 FEP
LENGTH: 3 EET
M.O.A. OVEO SAND FILTER:
EfF E. 7 FEET
AL SO.FT.. 420 FEET'
LETTER THAT PERTAINS TO THIS DESIGN.
TO OBTAIN A COPY OF THE LETTER
CONTACT GEG. BY PROCEEDING FORWARD
0 WITH THIS INSTALLATION, THE ENGINEER,
FT' WELL DRILLER, CONTRACTOR AND
PROPERTY OWNER AGREE THAJ THEY
HAVE READ THESE SPECIFICATIONS AND
AGREE TO ACCEPT THE TERMS A14D
10 FEET CONDITIONS OUTLINED.
NOTE: THE CONTRACTOR
SHALL HAVE THE NORTH &
EAST LOT LINES, AND ALL
WELL RADII FLAGGED BY A
REGISTERED LAND SURVEYOR
PRIOR TO CONSTRUCTION.
' S/D y2:
5, LOT 10 tr
SAND LAKE `t
BLOCK 5, L t
SAND LAKE S/p /2;
BLOCK 5, LO t�
/ /
SAND LAKE S/D /2;
BLOCK 5, LOT 16
SAND LAKE S/D ®2;
BLOCK 5, LOT 15
THE RESERVE SITE WILL SAND LAKE S/D /2:
BE RECONSTRUCTING THE BLOCK 6, LOT 9
ORIGINAL DRAINFIELD I
Ld
to
3 -I
W SAND LAKE S/D /2
BLOCK 6, LOT 10
W
/ S ELAKE:
/ WELL All PROFESSIONAL
LOCATED BY KENNETH G.
i LANG, P. 'S.
GALL K
EXISTING 4
BEDROOM DUPLEX
I I I in
PROPOSED WATER SERVICE LINE TO MAINTAIN 10' -
SEPARATION TO PROPOSED SEPTIC ON PROPER _
AND SEPTIC SYSTEM ON IBLOCIK 5, LOT 13
iW-
SAND LAKE S/D 12;
BLOCK 6, LOT 11
SAD
LAKE S/D /2;
BLOCK 6, LOT 12
FUTURE AWWU WATER MAIN
EXTENSION MAINTAIN A MINIMUM
10' FOOT SEPARATION FROM
1 I PROPOSED SEPTIC SYSTEM AND
PROPOSED KEYBOX.
4 —W -W -W -W W- W- W- W-- W- W- w-- W- W- W- a►1- rIM- iM- -w- -W- -w- -w- -W- -W- -w-
APPROXIMATE LOCATION OF EXISTING AWWU
WATER MAIN PER AWWU RECORD DRAWINGS
LANCASTER TRACT A
UNDEVELOPED
-� CIVIL & ENVIRONMENTAL ENGINEERS
3701 E. TUDOR ROAO, SUITE 101 ANCHORAGE. AK 99507 • PHONE (907) 337-6179 • FAX (907) 336-3246 • 1vE85;TE: — ; .a
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
WILCO EXCAVATION (907)242-9863 2 OF 3
LEGAL DESCRIPTION: DRAWN BY:
SAND LAKE #2; BLOCK 5, LOT 14 D.J.G.
TYPE OF WORK: DATE:
-.- SEPTIC SYSTEM DESIGN UPGRADE 4/7/2016
mp=.:_.w
GARNESSENGINEERING GROUP, Ltd.
CIVIL & ENVIRONMENTAL ENGINEERS
3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE, AK 99507 -PHONE 1907) 337E779 -FAX (907) 33B.3246' WEB SITE: www.gamessengineenng.com
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: SAND LAKE #2; BLOCK 5, LOT 14
PERFORMED FOR: WILCO CONTRACTORS DATE: 2/12/2016
DEPTH
(feet) o.-
a a _, .. ORGANICS/LOAM
E
7
8
9
10
11
12
13
14
15
16
17
18
GP TO SW
I11111111
/i
N1111
•
'EIl1l1l1!
�i�/�
•
DEPTH TO DATE
GROUNDWATER
DRY 2/12/2016
DRY 2/25/2016
SITE PLAN
5`
A�
��1Ci N
SCALE:
V =100'
DATE READING CLOCK NET TIME I WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
2/12/2016 ABSORBED 5 GALLONS IN LESS THAN 3 MINUETS 2 TIMES
19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. _
TEST RUN BETWEEN 4.5 FT. AND 5.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ® NO
SOILS LOGGED BY: DAVID GARNESS PERCOLATION TEST PERFORMED BY: ERIK WIDGER
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
6 (INCHES)
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERF91RMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: