HomeMy WebLinkAboutLOMA ESTATES BLK 3 LT 53
TEST HOLE 1
I
2-
OR
TOPSOIL
WATER
LEVEL
READING
3—
3GP/
(MPI)
1 17JUN15
10:10
GP/
Brown Silty
4
GM
SAND &
10:40
30 MIN
GRAVEL
5
4.517'
3
6
4.86"
4
8
30 MIN
10.733'
9
5.073'
5
10
4.86'
BOH
DATE PERFORMED:
30 MIN
17JUN2015
S❑ILS LOG - PERC❑LATI❑N TEST
3 ( I SITt PLAN r r
TH -1 1 /
HSG A CLASSIFICATION' r I
)
i
H-2', 1 100
HSG A CLASSIFICATION
I _ _ I _ i _ \6
4�
WAS GROUND WATER I SLOPE
ENCOUNTERED? N
IF YES, AT WHAT
DEPTH? -0-'
DEPTH TO WATER AFTER
M❑NIT❑RING? - DRY -
DATE: 24JUN2015
02❑CT2015
READING DATE
GLOCK
TIME
NET TIME
WATER
LEVEL
READING
NET DROP
(MPI)
1 17JUN15
10:10
4.86'
2
10:40
30 MIN
11.502'
6.642"
4.517'
3
10:41-,
4.86"
4
11:11
30 MIN
10.733'
5.913'
5.073'
5
11:12
4.86'
6
11:42
30 MIN
10.829'
1 5.969'
5.026'
TH 1
SOIL TEST RESULTS/ANALYSIS
• PERC❑LATI❑N RATE 5 (min/inch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3 FT AND 4 FT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED,
• ALTHOUGH VALID, SEPTIC RESERVE
AREA OUTSIDE OF TEST HOLE
RADIUS. PERC DATA FROM LOMA
ESTATES B3 111 USED FOR DESIGN
COMMENTS: Test hole excavated by A+ HOME SERVICES. Test Hole was presoaked before Perc test.
PERFORMED BY: Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:PAMONE ENG SVC, LLC OF q \� Date
SOILS REPORT P.O. BOX 102954 ANCHORAGE, AK 99510 Q'��_ �'4sll 1 2/i s
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PHONE (907) 272-8218 FAX (907) 272-8211 * 49 TH *+r, NTS
' . • • P.I.D. NO
LOMA ESTATES 133 L5
�\
DRAWN JRL CHARLES CLOSE 'S'te've'n F2. Pannone / ?,)20-094-0
ROJECT NC
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5137 CELTIC DRIVE S12I24
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SOILS LOG ANCHORAGE, AK 99515 rliliF�PROFESSIONPSheet
\\��L�t 3 OF 4
TEST HOLE 1
1 OR TOPSOIL
2
3
4
5
6
GM Brown Silty
7 SAND &'
GRAVEL
8
9
10
11
12
SILTY
13 SM SAND W/
COBBLES
14
BOH
DATE PERFORMED:
14DEC2015
S❑ILS LOG — PERC❑LATI❑N TEST
SLOPE I SITE PLAN TH — 2
/ 100
HSG A CLASSIFICATION
— —--i-- i— \� 96
TEST
HALE I I ( I 1 92l \
I
88
Ili i 10,000SF AREA ` \� 84 J
AVAILABLE ONSITE 1 /
SYSTEMS \76 s;
68
WAS GROUND WATER
ENCOUNTERED? N
IE YES, AT WHAT
DEPTH? -0-'
DEPTH TO WATER AFTER
M❑NIT❑RING? - DRY -
DATE: 21DEC2015
READING DATE
CTIOCK ME
NET TIME
WATER
LEVEL
READING
NET DROP
(MPI)
1 14DEC15
1510
6,260'
2
1520
10 MIN
9.363'
3.103'
3.222
3
1521
6.260'
4
1531
10 MIN
9.222'
2.962'
3.376
5
1532
6.260'
6
1542
10 MIN
9.203'
2.940'
3.400
SLOPE
TH 1
S❑IL TEST RESULTS/ANALYSIS.
• PERCOLATION RATE 3.4 (min/inch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3 FT AND 4 FT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED,
COMMENTS: Test hole excavated by A+ HOME SERVICES. Test Hole was presoaked before Perc test.
PERFORMED BY: Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: �~�����\ Date
SOILS REPORT �p•p Bp Oj 029�54ANCHORAGE,\tCK 99 LO �c�c OF A�gsl�l 12W15
15
PHONE (907) 272-8218 FAX (907) 272-8211 /�ajA�1 -9Scale
49 NTS
NTs
' .... P.I.D. NO
LOMA ESTATES 133 L5 20-094—�
CHARLES CLOSE �� Steven Pannone % ROJECT N
DRAWN JR L (�/* CE 8149 .- r
5137 CELTIC DRIVE + �/ 512124
SOILS LOG ANCHORAGE, AK 99515 �lliF�Pr7pF�SS10�P��— Sheet
4 OF 4
