HomeMy WebLinkAboutTHE TABLELANDS #2 S-10933-55-10933-5
The Tablelands #2
t' = 200'
September, 2004
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BESSE ENGINEERING TEST BORING THE TABLELANDS SUBDIVISION
1890 W. Jaime Marl. Cnc" LOTS 9-11, BLOCK 7 AND LOTS 8-10, BLOCK 9
WASILLA, AK. 99654 LOCATION MAP ANCHORAGE RECORDING DISTRICT. LOCATED WITHIN
907-357-4257 1 SECTION 4, T15N, R1W, SEWARD MERIDIAN, ALASKA.
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9
10
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6 5 9 .. 15
2
1
19
0
18 17 16
3 \\ 20
21
r
2 0 \\ TRACT B-2
22
BESSE ENGINEERING TEST BORING THE TABLELANDS SUBDIVISION
1890 W. Jaime Marl. Cnc" LOTS 9-11, BLOCK 7 AND LOTS 8-10, BLOCK 9
WASILLA, AK. 99654 LOCATION MAP ANCHORAGE RECORDING DISTRICT. LOCATED WITHIN
907-357-4257 1 SECTION 4, T15N, R1W, SEWARD MERIDIAN, ALASKA.
S❑ILS LOG - PERC❑LATI❑N TEST
Date Performed: 9/17/04
Performed Fort -Rex Turner/ Rick Besse
Legal Description Lot 11
1 -
2 -
3 -
4 -
5 -
6 -
7 -
8 -
9 -
10 -
11 -
12 -
13 -
14 -
15 -
16 -
17 -
18 -
19 -
20 -
21 -
DEPTH
(FEET)
Organic
Slope < 5%
Groundwater? No
SM Depth --
Silty Sand Water Depth
w/ Gravel After Monitnrinn. 9.5' n„+o, caia-ztine
Dense
#
Date
JGross Time
Net Time
Depth
Net
1
9/19
0
--
8•
.Drop
--
2
9/19
10
10 mir.
6.75'
1.25'
3
9/19
40
--
8,5'
--
4
9/19
50
10 m1n.
7.25'
1.25'
5
9/19
80
--
1 8,5•
--
6
9/19
100
10 MIA
7.25'
1.25'
Percolation Rate 8.0 min,/Inch Perc Hole Diameter
Test Run Between 3' and 4'
Commentsi PrP—Snnt<Pdrrntw
unr ntPr
Performed ByNnrthRim Fng, R 0
Performed In Accordance with 4
ON THIS DATE. DATE, 9/23/04
6._
IL CERTIFY THAT THIS TEST WAS
/Municipal Guidelines in Effect
CF
NORTHRIM 9: /vy:•
TESTH❑LE LOGENGINEERING•
T. H. 1
77237 D*ar Pow Circlo
r*Vo R/w. Alax*a 99377zv
907-694- 7028
GE❑TECHNICAL
9/23/04 11 of 5
0• Y/ •
S❑ILS LOG -PERCOLATION TEST
Date Performed: 9/17/04
NEERING
Performed For: Rex Turner/ Rick Besse
Legal Description: Lot 9, Tablelands
DEPTH
(FEET)
1 -
3 -
4 -
5 -
6 -
7 -
8 -
9 -
10 -
11 -
12 -
13 -
14 -
15 -
16 -
17 -
18 -
19 -
20 -
21 -
Organic
SM w/ Gravel
.0 d
a - Slope < 5%
ry
Groundwater? Ye
4• + SP Depth seen
Sand Water Depth
0. .. w/ Gravel After Monitarinn. 4'
.6
@ 10'
nn+p, (4iaZind
#
I Date
lGross Time
Net Time
Depth
Net Drop
1
9/19
0
--
6.5'
--
2
9/19
5
5 min
7.75'
1.25'
3
9/19
40
--
6'
--
4
9/19
45
5 min
7.25'
1.25'
5
9/19
80
--
6'
--
6
9/19
85
5 min
7.25'
1.25'
Percolation Rate 4.0 min./Inch Perc Hole
Test Run Between 3' and 4'
Comments:-PrP-CnnkPrl,4 Q-K0t'nl&A.yrEJ
Performed ByNorthglm Fng.
Performed in Accordance with E
ON THIS DATE. DATE: 9/23/04
Diameter -6_
CERTIFY THAT THIS TEST WAS
St a/Municipal Guidelines in Effect
:. °F AQN.
NORTHRIM 9
ENGINEERING
•'�
TESTHOLE LOG
T, H. 2
17237 Baur Paw Circle• r.. W
£ayla Rl~. Alaska 99577 S a
07-694-7028
GEOTECHNICAL
9/23/04 I'2of 5
ILYTHRIM SOILS LOG - PERCOLATION TEST
r:INEERIN Date Performed: 9/17/04
�9 G
Performed For: Rex Turner/ Rick Besse
Legal Description: Lot 10
1 -
2 -
3 -
4 -
5 -
6 -
7 -
8 -
9 -
10 -
11 -
12 -
13 -
14 -
15 -
16 -
17 -
18 -
19 -
20 -
21 -
DEPTH
(FEET)
L
Organic
SM
Silty Sand
w/ Gravel
P
andy Gravel
/ Silt
Slope < 5%
Groundwater? Y�es
Depth a 10'
Water Depth ,,¢¢
After Monitorin Date: 9/23/04 RAtdjrro,e.«�
#
I Date
lGross Time
Net Time
Depth
Net Dro
1
9/19
0
--
18'
--
2
9/19
30
30 Min.
19'
1'
3
9/19
40
--
18.5'
--
4
9/19
70
30 min.
19.5'
1'
5
9/19
80
--
17'
--
6
9/19
1 110
30 min.
18'
1'
Percolation Rate 30 min./Inch Perc Hole
Test Run Between 1' and 2'
Comments: -
Performed By NorthRiM Eng, I
Performed in Accordance with All St
ON THIS DATE. DATEt 9/23/04
Diameter 6. -
CERTIFY THAT THIS TEST WAS
/Municipal Guidelines in Effect
OF
NORTHRIM
TESTH❑LE L❑G
ENGINEERING .:4em ..
T. H. 3
17237 &*or Pow Circle A •• sr+
Eagle R/w, Alaska 99577 a '
907-694— 7028 ......
GE❑TECHNICAL
9/23/04 3 of 5
Y/ .
SOILS LOG — PERCOLATION TEST
2THfZIpQ_ Date Performed: 9/17/04
�Vq NEERING
Performed For: Rex Turner/ Rick Besse
Legal Description: Lot 8
1 -
2 -
3 -
4 -
5 -
6 -
7 -
8 -
9 -
10 -
11 -
12
13 -
14 -
15 -
16 -
17 -
18 -
19 -
20 -
21 -
DEPTH
(FEET)
Organic
• GP
Sandy Gravel
Q. '.;. w/Low Silt
4•
Slope < 5%
Groundwater? No
Depth --
Water Depth
After Mnnitnr(nn_A'
n„+e, o i�)3 /AA
#
Date
lGross Time
Net Time
Depth
Net Drop
1
9/19
0
--
7.25'
--
2
9/19
10
10 min.
8.5'
1.25'
3
9/19
40
--
7'
--
4
9/19
50
10 min.
8.25'
1.25'
5
9/19
80
--
7'
--
6
9/19
90
10 min.
8.25'
1.25'
Percolation Rate 8 min./inch Perc Hole Diameter
Test Run Between 4' and 5'
Comments:�ro-Cnnkarl� GRoc/Rl/�wLf�rlL i
Performed ByNnrthRim Fng. L
Performed in Accordance with All
ON THIS DATE. DATE: 9/23/04
6'
CERTIFY THAT THIS TEST WAS
/Municipal Guidelines in Effect
NORTHRIM %*�P'9 .�:r�
TESTHOLE LOG
ENGINEERING
T. H. 4
17237 &*or Pow C/rola
faVe Rl v, Alaska "577 k a
07-694-7028
GEOTECHNICAL
9/23/04 a of 5
y
S❑ILS LOG - PERC❑LATI❑N TEST
0 ,11ir M Date Performed: 9/17/04
NEERING
Performed Fors Rex Turner/ Rick Besse
Legal Description Lot 9
1 -
2 -
3 -
4 -
5 -
6 -
7 -
8 -
9 -
10 -
11 -
12 -
13 -
14 -
15 -
16 -
17 -
18 -
19 -
20 -
21 -
DEPTH
(FEET)
Organic
SM w/Gravel
Slope < 5%
Groundwater? No
P Depth --
andy Gravel Water Depth
/Silt After Monitoring. 6'
DatPt 9/?3/(14
q
I Date
lGross Time
Net Time
Depth
Net Drop
1
9/19
1 0
--
6'
--
2
9/19
1 10
10 min.
7.25'
1.25'
3
9/19
1 40
--
6'
--
4
9/19
1 50
10 min.
7.25'
1.25'
5
9/19
1 80
--
5.5'
--
6
9/19
1 90
10 min.
6.75'
1.25'
Percolation Rate 8 min,/Inch Perc Hole Diameter 6'
Test Run Between 4' and 5'
Comments PrP-SnnkPrl Grrninniwn Pr
Performed By NorthRim Eng, I a
Performed in Accordance with A
ON THIS DATE. DATEt 9/23/04
t CERTIFY THAT THIS TEST WAS
/Municipal Guidelines in Effect
NORTHRIM12S
TESTH❑LE LOG
ENGINEERING t.:4
T, H. S
17237 Boar Pow Circle
EapN Riw, Alaska 99577 ti '••. Tat'! wAr'
07-694-7028 �'
GE❑TECHNICAL
DO
9/23/04
15 of 5
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw SL
P.O. Box 196650 Anchorage. AK 99519-6650
www.cfancherane.akm
(907) 343-7904
OF
p ROBERT C. COWAN eftr
`meg CE -8801'
iItt ltJ f^'Ci G
Soils Log - Percolation Test I
r
Performed For: G ,i5 a r -
Date Performed:
Legal Description: /'A f LD Township, Range. Section:
p
0,71 e.5
M` w;0)
501"": 5cl'i�
w�1/, sawl/ yr4t;t/ +
WAS GROUNDWATER MCI ENCOUNTERED? / UCI
S
IF YES. AT WHAT DEPTH? -- L
Depth to Water After D
/ 1
O ng? ♦p EP
Date: 14-011
— ✓ _r —
Reading
Date-
Gross Time
Net Time
Depth to Water
Net Drop
t e.Sa
e
7-30-
0
SX/z/
0
30
5%`3%'r
I V%
y
90
30
5% r SYS"
I % "
PERCOLATION RATE (mtran<a/.xJq PERC HOLE DIAMETER L< ••
TEST RUN BETWEEN _a"� FT AND �.S FT
COMMENTS T.�-/�� ll
S & S ENGINEERING
PERFORMED BY: dtto�011 CERTIFY THAT THIS TES W
PERFORMED IN ACA �Ve VIA
MUNICIPAL UIDELINES IN EFFECT ON THIS DATE. DATE: $ G / g