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GARNESS ENGINEERING GROUP
9
y CONSULTANTS & GENERAL CONTRACTORS» r
3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507
Phone (907)337-6179 * Fax (907)338-3246 * Website: garnessengineering.com
mi -
9 1'110) D
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS = -
The proposed subdivision is located in Eagle River, Alaska, off Eagle River Road at approximately
mile 11. The current legal description of the properties being subdivided is Teri Subdivision,
Addition No. 2, Tract A& W'/Z, NW %4, NW %, & NW %4, NW 1/4, SW %, NW %4, & W'/2, E'/Z, NW
%, SW A NW '/4, Section 33, T14N, R1 E, & Section 4, T13N, R1 E, S.M. Please see Section 5,
showing the subdivision layout. The following is a summary regarding both the aquifer test, the
subdivision test holes, and septic reserve area.
SUBDIVISION AQUIFER TEST
The aquifer test is one criterion of many for subdivision development. The purpose of an aquifer
test is to verify and demonstrate that there is sufficient water in the aquifer to support the entire
subdivision without affecting surrounding wells in the area.
WELL CONSTRUCTION
A well currently exist on proposed Lot 8; Bear Ridge Subdivision. Two additional exploratory wells
were drilled in the proposed subdivision, one on proposed Lot 5 and the other on proposed Lot 11
See site map in Section 5 for well locations. All wells were drilled with an air rotary drill rig and are
constructed of 6 -inch diameter steel casings. The wells were grouted with bentonite and
disinfected with chlorine upon completion. The well logs are attached to this report and can be
found in Section 2. The following is a summary of the well log data.
The existing well located on the proposed Lot 8 (NW %4 of Section 4, T1 3N, R1 E) was drilled on
July 3, 1998 by Sullivan Water Wells. The well was drilled to a total depth of 201 feet bgs (below
ground surface) with the static water level to be at 109 feet below the top of the casing. According
to the well driller, the recovery rate was found to be 30 gpm (gallons per minute) upon completion.
The new well located on proposed Lot 5 was drilled on August 3, 2004 by Sullivan Water Wells.
Bear Ridge Subdivision Aquifer Test and Septic Reserve Areas
1
September 10, 2004
.';
Municipality of Anchorage
Department of Development Services
On-site Drinking Water and Wastewater Department
"'•"' " "'• """"""• . .....
eff y ch r Garn ss.
4700 Bragaw Street
Anchorage, AK 99507
E-7
Attn: Dan Roth
` �'o •., ' �'�
Subject: Bear Ridge Subdivision Aquifer Test and Wastewater Reserve Areas��,�
Dear Mr. Roth,
Garness Engineering Group, Ltd. (GEG) has been hired by Joe Cizek, the owner and developer of
the property, to coordinate and evaluate the aquifer tests for the proposed Bear Ridge Subdivision
(preliminary plat under Cizek S/D). Also the owner hired GEG to perform test holes and create a
septic reserve site map for the referenced subdivision.
The proposed subdivision is located in Eagle River, Alaska, off Eagle River Road at approximately
mile 11. The current legal description of the properties being subdivided is Teri Subdivision,
Addition No. 2, Tract A& W'/Z, NW %4, NW %, & NW %4, NW 1/4, SW %, NW %4, & W'/2, E'/Z, NW
%, SW A NW '/4, Section 33, T14N, R1 E, & Section 4, T13N, R1 E, S.M. Please see Section 5,
showing the subdivision layout. The following is a summary regarding both the aquifer test, the
subdivision test holes, and septic reserve area.
SUBDIVISION AQUIFER TEST
The aquifer test is one criterion of many for subdivision development. The purpose of an aquifer
test is to verify and demonstrate that there is sufficient water in the aquifer to support the entire
subdivision without affecting surrounding wells in the area.
WELL CONSTRUCTION
A well currently exist on proposed Lot 8; Bear Ridge Subdivision. Two additional exploratory wells
were drilled in the proposed subdivision, one on proposed Lot 5 and the other on proposed Lot 11
See site map in Section 5 for well locations. All wells were drilled with an air rotary drill rig and are
constructed of 6 -inch diameter steel casings. The wells were grouted with bentonite and
disinfected with chlorine upon completion. The well logs are attached to this report and can be
found in Section 2. The following is a summary of the well log data.
The existing well located on the proposed Lot 8 (NW %4 of Section 4, T1 3N, R1 E) was drilled on
July 3, 1998 by Sullivan Water Wells. The well was drilled to a total depth of 201 feet bgs (below
ground surface) with the static water level to be at 109 feet below the top of the casing. According
to the well driller, the recovery rate was found to be 30 gpm (gallons per minute) upon completion.
The new well located on proposed Lot 5 was drilled on August 3, 2004 by Sullivan Water Wells.
Bear Ridge Subdivision Aquifer Test and Septic Reserve Areas
1
The well was drilled to a total depth of 164 feet bgs (below ground surface) with water flowing out
the top of the casing. According to the well driller, the recovery rate was found to be 40 gpm
(gallons per minute) upon completion.
The new well located on proposed Lot 11 was drilled on August 4, 2004 by Sullivan Water Wells.
The well was drilled to a total depth of 182 feet bgs (below ground surface) with water flowing out
the top of the casing. According to the well driller, the recovery rate was found to be 20 gpm
(gallons per minute) upon completion.
AQUIFER TESTS
The aquifer tests were completed on August 18, 2004 by Jim Sullivan with Arctic Pump & Well,
Inc. Water level indicators were used to measure the level in each of the wells during testing. Test
#1 was performed on the well located on Lot 11 while monitoring water levels in observations
wells on Lots 5 and 8. Test #2 was performed on the well well located on Lot 5 while monitoring
the well located on Lots 8 and 11. During both aquifer tests, the ground water recharge was so
significant that it was impossible to get 70% draw down; therefore, the Municipality of Anchorage
On-site Division granted GEG permission to have two 6 -hour tests conducted in place of the
required 24-hour tests.
Aauifer Test #1
Mr. Sullivan installed a pump in Lot 11 well at a depth of 42 feet bgs. The pump was turned on
and ran for a total of 12 minutes at a flow rate of 23 gpm which caused the water level to drop to
the intake of the pump. Mr. Sullivan than lowered the pump to a depth of 105 feet bgs. The pump
was than turned on a ran for a total of 190 minutes with the flow rate fluctuating between 17.6 and
23 gpm which caused the water level in the casing to drop to the pumping level. At this point, the
flow was continuously ran at 20 gpm for an additional 170 minutes with the water level staying at
the pumping level. Throughout the test, the well on Lot 5 was monitored and found that the well
was flowing out the top of the casing at a rate of 18.75 gpm during the entire testing period. The
well located on Lot 8 was also monitored during the test and found the water level in the casing
never varied from 114 feet btc. At the end of the 6 hour well test, the pump was shut off and
recovery readings were taken. In 20 minutes and 26 seconds, the well completely recovered from
the pumping level and was flowing over the top of the casing.
Aauifer Test #2
Mr. Sullivan installed a pump in Lot 5 well at a depth of 42 feet bgs. The pump was turned on and
ran for a total of 360 minutes at a flow rate of 25 gpm. The first 20 minutes of pumping at this rate
caused the water level to drop to 33 feet, 1 inch btc. The remaining 320 minutes of pumping at
this rate caused the water level to drop to 34 feet, 10 inches, a drop of 1 foot 9 inches from the 20
minute reading. Throughout the test, the well on Lot 11 was monitored and found that the well
was flowing out the top of the casing at a rate of 10 gpm during the entire testing period. The well
located on Lot 8 was also monitored during the test and found the water level in the casing never
varied from 114 feet btc. At the end of the 6 hour well test, the pump was shut off and recovery
readings were taken. In 2 minutes and 28 seconds, the well completely recovered from the
pumping level and was flowing over the top of the casing.
CONCLUSIONS
Both tests indicated a minimal affect on the observation wells while pumping the central well at 20
& 25 gallons per minute for a six -hour duration. After the well flow tests, the wells did fully recover.
Based upon this data, it is our conclusion that drinking water wells will not have a significant
impact on neighboring wells and that there is sufficient water to service the wells for single-family
homes.
Bear Ridge Subdivision Aquifer Test and Septic Reserve Areas
2
SEPTIC RESERVE AREAS AND TEST HOLES FOR SUBDIVISION
TEST HOLES
A total of 14 lots are being proposed to be served by a private on-site well and septic system. At
least one test hole was excavated on each property with the exceptions of Lot 8 which is currently
being served with an on-site well and septic system that are MOA approved. Attached are the soil
logs in Section 4. The test holes on Lots 1 to 5 and 11 to 14 had soils that visually appeared to be
poor. However, percolation test were performed by EPA standards and found them to be
acceptable. Also groundwater monitoring was performed during the high groundwater season
(May 1511) and found groundwater levels to be acceptable. Given the visual appearance of the
soils, it would be our recommendation that alternative technology septic systems be installed on
these properties. The soils found on Lots 6 to 10 were found to be excellent and will only require
conventional type septic systems.
SEPTIC RESERVE AREAS
Attached is a septic reserve area map found in Section 5. An appropriate reserve area has been
place on the map that correlates to the percolation rate found on the property.
TOPOGRAPHY
The average slope over the majority of the properties is a 15 to 20 percent slope running
approximately northeast to southwest. There are small humps or hills that may have slopes
greater than 25 percent throughout the property, however it is our opinion that with proper
placement of drainfields and grading if needed, these slope will not be a concern. Based upon our
numerous site visits, there is minimal concern with slope conditions.
If you have any` astions, please contact me at 337-6179.
E., M. S.
PreIide tV
Cc: Dan Roth, Municipality of Anchorage
Bear Ridge Subdivision Aquifer Test and Septic Reserve Areas
3
snug cu u -r ua: cca Jim aulllvan aur-oaa-caro p, t
< .ARCTIC PUMP & WELL INC.
= Jim Sullivan
PO Box 770197
UMEagle River, AK 99577
ROM (907) 688-2510
(907) 2S8-2510
August 19, 2004
Jody Maus
c/o Garness Engineering Group
re: Joe Cizec, Bear Ridge Subdivision
Dear Mr. Maus:
As per your direction, we completed a flow test starting with Lot 11.
We initially set a pump in the well at 42 feet and the well was flowing at 10 GPM. Here
are the results from our test:
Duration in tt:inutes
.Draw Down Depth
Flow Rate
1
3 f19 in
23 GPM
2
8 ft 1 in
23 GPM
3
15 ft 11 in
23 GPM
4
20 ft 4 in
23 GPM
5
24 ft
23 GPM
8
30 ft 10 in
23 GPM
12
44 ft
23 GPM
At this point, the water level was at the intake of the pump so we shut down and lowered
the pump to a depth of 105 feet and restarted the test. The water was flowing over the top
of the casing. Here are the results from this test:
Duration in minutes
Draw Down Depth
Flow Rate
1
4 ft 8 in
17.6 GPM
4
12 ft 3 in
17.6 GPM
5
23 ft
17.6 GPM
6
25 ft 2 in
17.6 GPM
7
27ft4in
17.6 GPM
8
29 ft
17.6 GPM
9
30ft8in
17.6 GPM
10
32 ft 3 in
17.6 GPM
11
33ft7in
17.6 GPM
20
45 ft 11 in
17.6 GPM
30
49 ft 3 in
17.6 GPM
50
52 ft 4 in
17.6 GPM
Arctic Pump & Well, Inc.
Page 1 of 3
Bear Ridge Subdivision
VS LV v"f VU. LLC J1III JU 111 VC11 .7U/-000 -G.7 Y.7 PG
ARcTic PUMP & WELL INC.
=a - Jinn Sullivan.
PO Box 770197
MW I
salSno Eagle River, AK 99577
(907) 688-2510
(907) 258-2510
70
54 ft 5 in
17.6 GPM
90
54 ft 1 in
17.6 GPM
110
57 ft
17.6 GPM
120
76 ft 2 in
23 GPM
130
80 ft 1 in
23 GPM
140
91 ft 10 in
22 GPM
150
98 ft 2 in
22 GPM
170
103 ft 4 in
21 GPM
180
104 ft 6 in
121 GPM
190
106 ft 3 in
120 GPM
At this point, the draw down and flow rate stabilized and did not change for the
remaining 170 minutes for a total of 6 hours. Throughout the duration of the test, the
monitoring well on Lot 5 was flowing at a constant 18.75 GPM. The water level in the
well at Lot 8, which is the existing residence, was monitored and never varied from 114
feet.
At the end of the flow test, we shut the pump off and monitored the well recovery. Here
are the results:
Duration in minutes
Rater Level
1
97ft8in
2
84ft6in
3
76 ft 2 in
4
69 ft 2 in
5
62ft8in
10
36 ft 1. in
15
loft 11 in
20
1ft4in
20 min, 26 seconds
flowing
Then we installed a test pump in the well at Lot 5 at a depth of 42 feet. Here are the
results:
Duration (in minutes
Draw Down Depth
Flow Bate
1
6 ft 3 in
25 GPM
2
11 ft 6 in
25 GPM
3
15 ft 11 in
25 GPM
4 min, 30 seconds
21 ft I in
25 GPM
5
21 ft 10 in
25 GPM
10
29 ft 5 in
25 GPM
15
32 ft 3 in
25 GPM
Arctic Pump & 6Y611, Inc.
Page 2 of 3
Bear Ridge Subdivision
MUG cu u -r ua: cca jim 5ut l Ivan bU I-bud-ez) fd P. J
ARCTIC PUMP & WELL INC.
A�z
JimSullivan
PO Box 770(97
5
Eagle River, AK 99577
(907) 688-2510
(907) 258-2510
20
33 ft 1 in
25 GPM
25
33 ft 8 in
25 GPM
30
33 ft 7 in
25 GPM
45
33 ft 10 in
25 GPM
60
33 ft 6 in
25 GPM
75
34 ft
25 GPM
90
34 ft
25 GPM
105
34 ft 3 in
25 GPM
120
34 ft 5 in
25 GPM
150
34 ft 6 in
25 GPM
180
34 ft 8 in
25 GPM
210
34 ft 10 in
25 GPM
240
34 ft 7 in
25 GPM
300
34 ft 10 in
25 GPM
360
134 ft 10 in
125 GPM
At the end of the flow test, we shut the pump off and monitored the well recovery. Here
are the results:
Duration (in ndhates) Water Level
1 18ft6in
2 5ft8in
2 min, 28 seconds flowing
Throughout the duration of the test, the monitoring well on Lot 11 was flowing at a
constant 10 GPM. The water level in the well at Lot 8, which is the existing residence,
was monitored and never varied from 114 feet.
I would like to thank you for the opportunity to work with you on this job. Your helpful
instructions made this job easy to complete and the end result is good for our customer,
which will be helpful for the timely completion of his subdivision.
If I can be of any further assistance, please feel free to contact me.
Sincerely,
J' ' Sullivan
Arctic Pump & Well, Inc.
Page 3 of 3
Bear Ridge Subdivision
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GARNESS ENGINEERING GRC3UP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
..
3701 E TUDOR ROAD, SUITE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)338-3246 • WEBSRE: gomeeeengineering.00m
SOIL LOG - PERCOLATION TEST
01 7*OQO
LEGAL DESCRIPTION: LOT 1; BEAR RIDGE SUBDIVISION (PROPOSED LOT 1; CIZEK S/D) OO .J fr' y�cirr�ess.
PERFORMED FOR: JOE CIZEK DATE: 6/4/2003 Qo4.s� E-7953
DEPTH 44rea�'rofesslo0°
(feet) ORGANICS TEST HOLE # 1 ���40000�a
2
3
4
5-
6- GM/ML
pl DENSER
7 W/ DEPTH
8-
9
10 I
11
12
13
14
15
16
17
18
SOIL CLASSIFICATIONS
w d
GW
GP
GM
GC
SW
SP
SM
SC
NET TIME
(MINUTES)
ORG
ML
CL
OL
MH
CH
OH
:= 1
II II�III
IJI
/
—
;I; I;
00 pool c
0€7ffi � k:
I
//
.','
3:11
30
5 1/16"
DEPTH TO DATE
GROUNDWATER
11.5' 6/4/2003
8.4' 6/12/2003
SEE ATTACHED
SITE PLAN
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
3/26/2004
1
2:41
—
6"
—
2
3:11
30
5 1/16"
15/16"
3
15:03
—
6"
—
4
15:33
30
5 1/15"
15/16"
5
15:33
—
6"
—
6
16:03
30
5 1/16"
15/16"
19 PERCOLATION RATE 34.3 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.0 FT. AND 5.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JOE MARCHETTI
COMMENTS: MAY REQUIRE THE USE OF AN INNOVATIVE TYPE SEPTIC SYSTEM DUE TO VISUAL APPERANCE OF SOILS.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THISWAS PE, FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: c c
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS',
3701 E. TUDOR ROAD, SU[rE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)338-3246 • WEBSM gamessengineering.aom
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: LOT 2; BEAR RIDGE SUBDIVISION (PROPOSED LOT 2; CIZEK S/D)
PERFORMED FOR: JOE CIZEK DATE: 3/23/2004
DEPTH — —
(feet) = #2
1 _ORGANICS TEST HOLE
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
/ML
CTU RS
GRAVEL
) SILT
SOIL CLASSIFICATIONS
;'
GW
GP
GM
GC
ORG
I I I I I I( ML
/ CL
! OL
3/23/2004
III(I
3/26/2004
0000°a
7o anano
SW
SP
I MH
/ CH
7/12/2004
6"
SM
SC
'� �' �' OH
n
DEPTH TO
GROUNDWATER
DATE
13'
3/23/2004
5'
3/26/2004
5'
5/17/2004
8.5'
7/12/2004
o OF
on ly"=
pof A. Gar ess.:
C —79
4's elceG
.o
w pyo
SEE ATTACHED
SITE PLAN
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
7/13/2004
1
14:00
—
6"
—
2
14:30
30
1 "
5"
3
14:30
—
6"
—
4
15:00
30
1 "
5"
5
15:00
—
6"
—
6
15:30
30
1 "
5"
19 PERCOLATION RATE 6.0 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 3.0 FT. AND 3.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL
COMMENTS: MAY REQUIRE THE USE OF AN INNOVATIVE TYPE SEPTIC SYSTEM DUE TO VISUAL APPEARANCE OF SOILS.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERF RMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 6_
0600 �
GARNESS ENGINEERING GROUP, Ltd. SDI
CONSULTANTS & GENERAL CONTRACTORS Q dr J .7*
13701 E TUDOR ROAD, SURE 101 •ANCHORAGE, AK. 99507 •PHONE (907)337-6179 •FAX: (907)336-3246 • WEBSRE gameseengineering.com
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: LOT 3; BEAR RIDGE SUBDIVISION (PROPOSED LOT 3; CIZEK S/D)e f Gar essi
13
PERFORMED FOR: JOE CIZEK DATE: 3/23/2004 o4Q �ceG
DEPTH �44e�s�
''•• ... •••'• F,°�o
(feet) ��ofeso�oo
ORGANICS TEST HOLE #3AD0000�a
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
*
/SM
SOIL CLASSIFICATIONS
DATE
GW
GP
ORG
I~II~III ML
*4.0'
IiIII,
GM
GC
CL
OL
7.0'
7/12/2004
SW
I MH
SP
CH
SM
�� �' OH
NA
�
�0-
SC
18-
19— PERCOLATION RATE - (MIN./INCH) PERC. HOLE DIA. _
TEST RUN BETWEEN - FT. AND - FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: -
COMMENTS: *MAY BE INFLUENCED BY SNOW MELT RUNNING INTO BENCH
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PFqRMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
DEPTH TO
GROUNDWATER
DATE
13,
3/23/2004
*4.0'
3/26/2004
*4.0'
5/17/2004
7.0'
7/12/2004
SEE ATTACHED
SITE PLAN
DATE
READING
CLOCK
TIME
NET TIME WATER LEVEL
(MINUTES) READING
NET DROP
(INCHES)
NA
�
�0-
OSP
0�
- (INCHES)
GxARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS& GENERAL CONTRACTORS
3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK. 99507 • PHONE. (907)337-6179 - FAX: (907)338-3246 - WEBSM g=mse.qinearing.com
ISOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: LOT 3; BEAR RIDGE SUBDIVISION (PROPOSED LOT 3; CIZEK S/D)
PERFORMED FOR: JOE CIZEK DATE: 7/12/2004
DEPTH
(feet)IUORGANICS ITEST HOLE 7-#
3B]
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
/Sm
SOIL CLASSIFICATIONS
DATE
GW
G P
GM
GC
SWI
SP
SM
SC
E E
ORG
ML
CL
OL
CH
OH
7/20/2004
7/13/2004
1
oon blall I
—
IMH
In'
2
14:30
DEPTH TO
GROUNDWATER
DATE
DRY
7/12/2004
9'
7/20/2004
7/13/2004
1
14:00
—
J fr A.&�n*e* s* s*:
7953
�D�apro f
SEE ATTACHED
SITE PLAN
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
7/13/2004
1
14:00
—
6"
2
14:30
30
o"
6"
3
14:30
—
6"
4
15:00
30
o"
6"
5
15:00
—
6"
—
6
15:30
30
011
6"
19 PERCOLATION RATE 5.0 (MIN./INCH) PERC. HOLE DIA.
TEST RUN BETWEEN 2.0 FT. AND 2.5 FT.
6 (INCHES)
20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES F-1 NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS
rnmMFNTS- MAY REQUIRE THE USE OF A LIFT STATION DEPENDING ON LOCATION OF HOUSE.
PERFORMED BY GEG, Ltd. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS _PIERVORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 16L
GA.RNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
701 E TUDOR ROAD, SUITE 101 • ANCHORAGE. AK. 99507 • PHONE (907)337-6179 • FAX: (907)338-3246 • WEBSRE: gamessengineering.com
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: LOT 4; BEAR RIDGE SUBDIVISION (PROPOSED LOT 4; CIZEK S/D)
PERFORMED FOR: JOE CIZEK DATE: 7/12/2004
DEPTH
(feet) ORGANICS TEST HOLE #4
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
/ML
;ER w/
=PTH
SOIL CLASSIFICATIONS
DATE
GW
7/12/2004
ORG
7/20/2004
GP
1
ML
ISI I~GM
6"
/
CL
GC
I I ;
OL
°o o°UO `
O
SW
MH
'n nBnD
UE8 6 m
�����• .
SP
6"
CH
SM
��
OH
30
2"
�'
SC
5
DEPTH TO
GROUNDWATER
DATE
DRY
7/12/2004
11.5'
7/20/2004
7/13/2004
1
14:01
-
SEE ATTACHED
SITE PLAN
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
7/13/2004
1
14:01
-
6"
-
2
14:31
30
2"
4"
3
14:31
-
6"
-
4
15:01
30
2"
4"
5
15:01
-
6"
-
6
15:31
30
2"
4"
19 PERCOLATION RATE 7.5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 2.0 FT. AND 2.5 FT:
20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS
COMMENTS: MAY REQUIRE THE USE OF AN INNOVATIVE TYPE SEPTIC SYSTEM -DUE TO VISUAL APPEARANCE OF SOILS.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: U "
GARNESS ENGINEERING GROUP, Ltd_
CONSULTANTS & GENERAL CONTRACTORS-
3701
ONTRACTORS3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)338-3246 • WEBSRE: gameeeengineering.com
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: LOT 5; BEAR RIDGE SUBDIVISION (PROPOSED LOT 5; CIZEK S/D)
PERFORMED FOR: JOE CIZEK DATE: 5/29/2003
DEPTH _ _ _
(feet ORGANICS TEST H 0 LE #5A
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
GM/ML
DENSER
w/ DEPTH
SOIL CLASSIFICATIONS
DATE
GW
GP
GM
GC
SW
SP
SM
SC
5/29/2003
ORG
ML
CL
OL
MH
CH
OH
-I
Ir I I~I I
L.:..
/
oligo a�
�o� nano
tTT �VI fl
II!I!
t I
�� �'
DEPTH TO
GROUNDWATER
DATE
DRY
5/29/2003
DRY
6/12/2003
DRY
19/24/2003
I. * .*
.....I .... . ..... .............
ey . arness.*
CE -7953
...... .'mea
4
Pro fessi0�
SEE ATTACHED
SITE PLAN
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
YOV
19 PERCOLATION RATE — (MIN./INCH) PERC. HOLE DIA. — (INCHES)
TEST RUN BETWEEN — FT. AND — FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO
SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: —
('0MMFNlTC
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WASER ORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: i� 1&
00600 1 �
a
GA RNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
....... .. ... ..... ..........
3701 E VDDR ROAD, SUITE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)336-3246 • WEBSRE gamessenginmring.eom
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: LOT 5; BEAR RIDGE SUBDIVISION (PROPOSED LOT 5; CIZEK S/D) VA '.J f y Garn ss.
VVV 79 �t
PERFORMED FOR: JOE CIZEK DATE: 3/24/2004 OQ4's ,c�G
DEPTH404eo' pr o f es sio�a���
(feet) TEST HOLE #5B
40000
1 — ORGANICS
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
*
I/SM
TO
I/ML
SOIL CLASSIFICATIONS
DATE
GP
GM
GC
SW
SP
SM
Sc
H
ORG
ML
CL
OL
MH
CH
OH
:.-
I I I I~I I
I
//
5/17/2004
;I;
I
//
lj
�' �� �'
°
30
1/2"
DEPTH TO
GROUNDWATER
DATE
DRY
3/24/2004
8.5'
3/26/2004
*4'
13/31 2004
8,5'
5/17/2004
SEE ATTACHED
SITE PLAN
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
3/24/2004
1
2:10
—
6"
—
2
2:31
30
1/2"
5 1/2"
3
2:31
—
6"
—
4
3:10
30
1/2"
5 1/2"--
/2"5
5
3:10
—
6"
—
6
3:31
30
1/2"
5 1/2"
19 PERCOLATION RATE 5.5 (MIN./INCH) PERC. HOLE DIA.
TEST RUN BETWEEN 2.5 FT. AND 3.0 FT.
6 (INCHES)
20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN
('(1MMFI\ITC• *LEVEL BELIEVED TO BE INACCURATE DUE TO SNOW MELT RUNNING INTO BENCH.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS TERWRMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 6_
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS * 4� {r
...... .... ... .............
3701 E TUDOR ROAD, SUITE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)338-3246 • WOSit- gamessengineering.aom
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: LOT 6; BEAR RIDGE SUBDIVISION -(PROPOSED LOT 6; CIZEK S/D) O e I G rness.*
olE— 3
PERFORMED FOR: JOE CIZEK DATE: 3/24/2004 9,ceG
V 4
DEPTH 4�Ded °rofessioo��
(feet) _
ORGANICS TEST HOLE #6 Op
=� �OOoo
DEPTH TO
GROUNDWATER
DATE
$b®E
SOIL
CLASSIFICATIONS
;::
60W
2
ell 0
- ea0
5/17/2004
Ube
ORG
GW
�e.
aoo
'q''d
3
Ube
,ugB
GP
ML
I� I�I I f
�" �y�I
—
B.O.H.
0bo
Ube
GM
CL
7:18
I I {
4°
Do V.
GC
OL
7:18
�0ot
9
6"
—
SW
MH
5
' o v
G P/ S P
51b to -OV
S„o�
SP
/CH
�� �'
—
vat
—
SM
OH
6
"; m"a ol
POORLY GRADED
2"
SC
9
7:38
—
U®a
GRAVEL
10
DEPTH TO
GROUNDWATER
DATE
$b®E
w/ SAND
7
;::
60W
SILT MIXTURES
DRY
5/17/2004
Ube
—
�e.
aoo
2
7:08
10
,ugB
3 1/4"
3
0'v
to e
—
B.O.H.
—
Ube
4
7:18
10
4"
2"
5
DEPTH TO
GROUNDWATER
DATE
DRY
3/24/2004
DRY
3/26/2004
DRY
3/31/2004
DRY
5/17/2004
13
14
15
16
17
18
SEE ATTACHED
SITE PLAN
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
3/24/20004
1
6:58
—
6"
—
�e.
aoo
2
7:08
10
00 V.
3 1/4"
3
7:08
—
B.O.H.
—
13
14
15
16
17
18
SEE ATTACHED
SITE PLAN
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
3/24/20004
1
6:58
—
6"
—
2
7:08
10
2 3/4"
3 1/4"
3
7:08
—
6"
—
4
7:18
10
4"
2"
5
7:18
—
6"
—
6
7:28
10
4"
2"
7
7:28
—
6"
—
8
7:38
10
4"
2"
9
7:38
—
6"
—
10
7:48
10
4"
2"
19 PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.0 FT. AND 4.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEISTUMAN
COMMENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERF RM_ ED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: fir- i b
GARNESS ENGINEERING GROUP, Ltd.
_,. CONSULTANTS & GENERAL CONTRACTORS
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: LOT 7; BEAR RIDGE SUBDIVISION (PROPOSED LOT 7; CIZEK S/D)
PERFORMED FOR: JOE CIZEK DATE: 5/30/2003
DEPTH
(feet) ORGANICS
=-.�� TEST HOLE #7A
®a
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
GP/SP
MORE SAND
w/ DEPTH
SOIL CLASSIFICATIONS
DEPTH TO
GROUNDWATER
GW
GP I~ I I~I I (
GM /
GC
ORG
ML
CL
OL
;.
.I''
'..,..�.
6/12/2003
oa ao o
SW I
MH
SP
S
CH
OH
t l$
E-795
�� �'
ScC
O
sio�°o
q
DEPTH TO
GROUNDWATER
DATE
DRY
5/30/2003
DRY
6/12/2003
......
.. .. ..................
c 0 F
......
.. .. ..................
e A.
ness,*
E-795
4��apro f e s
O
sio�°o
SEE ATTACHED
SITE PLAN
DATE READINGI CLOCK � NET TIME ITIME (MINUTES) I WATER READ NG LEVEL� NET DROP
(INCHES)
S
� PSS P
SNS
RgEO
� P
— PEG
19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.0 FT. AND 5.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JOE MARCHETTI
COMMENTS: THE INSITU SANDY SOILS WILL ACT AS A SAND FILTER
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WASP F RMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: C
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)336-3246 • WEBSITE: gameseengineering.com -
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: LOT 7; BEAR RIDGE SUBDIVISION (PROPOSED LOT 7; CIZEK S/D)
PERFORMED FOR: JOE CIZEK DATE: 5/30/2003
DEPTH
(feet) ORGANICS TEST HOLE #7B
7
-��
GP/Sp
SOIL
CLASSIFICATIONS
6/12/2003
2
:.z"'�®®•
9
MORE SAND
®�
==.+-��•
w/ DEPTH
GWORG
3..;:.�•�
•�:-s�•�� a
GP I� I III
ML
'_�:;:,,�;,,'
°�•
I~I I I I
GM
CL
4x@1°
GC .II
OL
SP
CH
,'
SM ���'
OH
6
SC
7
DEPTH TO
GROUNDWATER
-��
GP/Sp
5/30/2003
DRY
6/12/2003
:.z"'�®®•
9
MORE SAND
®�
==.+-��•
w/ DEPTH
CIO
mo•
15
:z; ��•
:;';:•�•
6O •
18
BOH
DEPTH TO
GROUNDWATER
DATE
17'
5/30/2003
DRY
6/12/2003
ff yHess:
C —7953
•`moo
ro f e s sio�°Qc
SEE ATTACHED
SITE PLAN
DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
S \N 9
GP��pN
PIRG
19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.0 FT. AND 5.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO
SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: JOE MARCHETTI
COMMENTS: THE INSITU SANDY SOILS WILL ACT AS A SAND FILTER
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE F RMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
.. .........
o P..
GA.RNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS � �
3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)338-3246 • WEBSITE: gcmeaeengineering.com
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: LOT 7; BEAR RIDGE SUBDIVISION (PROPOSED LOT 7; CIZEK S/D) 0 e
9F.
G rness:�
PERFORMED FOR: JOE CIZEK DATE: 6/4/2003 pp�'s1` ,cG
4 �4DEPTHe ��p
(f et) ORGANICS TEST HOLE #7C 4 ��0000��Vp oo
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
GP/SP
w/ SOME SILT
THROUGHOUT
SOIL CLASSIFICATIONS
a
G WORG
GP
GM
GC
SW
SP
SM
SC
6/4/2003
ML
CL
OL
MH
CH
OH
6/12/2003
I~II~I)
I
/
°o otio�p
EI!II
I
��,'
2:24
30
DEPTH TO
GROUNDWATER
DATE
DRY
6/4/2003
DRY
6/12/2003
6/4/2003
1
1:54
—
SEE ATTACHED
SITE PLAN
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
6/4/2003
1
1:54
—
6"
—
2
2:24
30
9/16"
5 7/16"
3
2:24
—
6"
—
4
2:54
30
3/4"
5 1/4
5
2:54
—
6"
—
6
3:24
30
3/4"
5 1/4"_
PERCOLATION RATE 5.7 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.5 FT. AND 5.0 FT.
20 `
A FOUR HOUR PRESOAK WAS PERFORMED: YES ❑ NO
I B.O.H..
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JPE MARCHETTI
CnMMFNTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ER ORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: v 4
µ�u
GA.RNESS ENGINEERING GROUP, Ltd. C • •/j y��
CONSULTANTS & GENERAL CONTRACTORS Q �r T 3Y 0
....... .. . ................a
3701 E TUDOR ROAD, SURE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)336-3246 • WESSRE gamessengineeAng.com
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: LOT 7; BEAR RIDGE SUBDIVISION (PROPOSED LOT 7; CIZEK S/D) �i, . of A. Go ess.. p�
O� C 7 �p
PERFORMED FOR: JOE CIZEK DATE: 6/4/2003 p�-s ,cQO
feet() _ �- ORGANICS 4��QaP"fesslol'o\���
^ TEST HOLE #7D o
� o0o as
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
GP/SP
w/ SOME SILT
THROUGHOUT
SOIL CLASSIFICATIONS
DATE
GW
GP
GM
GC
SW
SP
SM
SC
6/4/2003
ORG
ML
CL
OL
MH
CH
OH
6/12/2003
3/24/2004
I I I I!
/
�a o opo
®��.
®
;I;I;
I
t�N If I
�','
r" cl9
30
2 1/2"
DEPTH TO
GROUNDWATER
DATE
DRY
6/4/2003
DRY
6/12/2003
3/24/2004
1
4:55
—
SEE ATTACHED
SITE PLAN
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
3/24/2004
1
4:55
—
6"
—
2
2:25
30
2 1/2"
3 1/2"
3
2:25
—
6"
—
4
2:55
30
2 1/2"
3 1/2"
5
2:55
—
6"
—
6
3:25
30
2 1/2"
3 1 /2"
PERCOLATION RATE 8.6 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 5.0 FT. AND 6.0 FT.
20 '' "'D ° A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO
B.O.H.
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JOE MARCHETTI
COMMENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 4
RFORMED IN ACCORDANCE
v 0
GARNESS ENGINEERI � _
NG GROUP, Ltd.
_- CONSULTANTS & GENERAL CONTRACTORS
3701 E MOOR ROAD, SUfTE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)336-3246 • WEBSM- gomeseengineering.00m
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: LOT 9; BEAR RIDGE SUBDIVISION (PROPOSED LOT 9; CIZEK S/D)
PERFORMED FOR: JOE CIZEK DATE: 5/30/2003
DEPTH--- ORGANICS
(feet TEST HOLE #9
1 ice'"
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
GP—GM
SOIL CLASSIFICATIONS
DATE
GW
GP��I
GM
GC
SW
SP
SM
Sc
'
ORG
ML
CL
OL
MH
CH
OH
6/12/2003
1~I
lj$
;I;la
I
' �� �'
A
DEPTH TO
GROUNDWATER
DATE
DRY
5/30/2003
DRY
6/12/2003
ov 0F A
CIT...................
J fry A. mess;
E-7953
,��v_rofes! 10- o
SEE ATTACHED
SITE PLAN
DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
N
G lvO
SO,
6I HJT
0�
19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA.
TEST RUN BETWEEN 3.5 FT. AND 4.0 FT.
6 (INCHES)
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES 0 NO
SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: JOE MARCHETTI
COMMENTS: THE INSITU SILTY, SANDY SOILS SHOULD ACT AS A SAND FILTER
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PRF RMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
3701 E. TUDOR ROAD, SUrrE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)338-3246 • WEBSM gameeeengineering.com
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: LOT 10; BEAR RIDGE SUBDIVISION (PROPOSED LOT 10; CIZEK S/D)
PERFORMED FOR: JOE CIZEK DATE: 5/30/2003
DEPTH ----- ORGANICS
(feet) TEST HOLE #101
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
GP -GM
SOIL
CLASSIFICATIONS
DRY
5/30/2003
E
ORG
GP
I I I I I I I
ML
GM
/
CL
GC
;I;I;
OL
°off °opo
SW
(
MH
SP
CH
SM
�','
OH
Sc
DEPTH TO
GROUNDWATER
DATE
DRY
5/30/2003
DRY
6/12/2003
o'��• OF� •'�-9s�p
4 �*
•. eff darness:
C —7953
fire ' ' • ...... - • ' • �C�°'p
4,Nt,pro f e s sion°oo
SEE ATTACHED
SITE PLAN
DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
GP�vll
�
PASO
0�
.6I�I2�
19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 3.5 FT. AND 4.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JOE MARCHETTI
COMMENTS: THE INSITU SILTY, SANDY SOILS SHOULD ACT AS A SAND FILTER
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PRF RMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Ito toq
6060 0044
0
o �
GARNESS ENGINEERING GROUP, Ltd. H y0�
CONSULTANTS & GENERAL CONTRACTORS Q � T
.... ... . .... ............../
3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE. AK. 99507 • PHONE: (907)337-6179 • FAX: (907)338-3246 - WEBSRE: gameeeengineering.com G
SOIL LOG - PERCOLATION TEST •. .. , , . ,• •..,••••...G
LEGAL DESCRIPTION: LOT 11; BEAR RIDGE SUBDIVISION (PROPOSED LOT 11; CIZEK S/D) �O f e G mess.
. `
PERFORMED FOR: JOE CIZEK DATE: 3/24/2004 0�4; CE -7 3 `c OQ
O
DEPTH — 0�4e
(feet) 4I l0 f essi0('°o�
ORGANICS TEST HO LE # 1 1 400006
a
7
8
9
10
11
12
13
14
15 ..-
B
B.O.H.
16-
17-
18-
19—
6171819 PERCOLATION RATE 1.7 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.0 FT. AND 4.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN
C'0MMFNT0,-
GP/SP
TO
GM/SM
POORLY GRADED
GRAVEL AND
SAND w/ LITTLE
OR NO FINES
DEPTH TO
GROUNDWATER
DATE
I
1
DRY
SOIL
CLASSIFICATIONS
3/31/2004
G W
2—
6"
—
2
ORG
10
:..:..:.:.,
3
3
8:22
G P
GM
III I I ML
CL
(I
ooDo 0
04`i D tl+ k:
r 1j$
4
5��°��
4
8:32
T
T
0"
GC
SWMH
SP
SM
;I;II OL
CH
�� �' OH
°A
6
8:32
I
I
6"
—
SC
7
8
9
10
11
12
13
14
15 ..-
B
B.O.H.
16-
17-
18-
19—
6171819 PERCOLATION RATE 1.7 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.0 FT. AND 4.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN
C'0MMFNT0,-
GP/SP
TO
GM/SM
POORLY GRADED
GRAVEL AND
SAND w/ LITTLE
OR NO FINES
DEPTH TO
GROUNDWATER
DATE
DRY
3/24/2004
DRY
3/26/2004
DRY
3/31/2004
DRY
15/17/2004
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
3/24/2004
1
8:12
—
6"
—
2
8:22
10
0"
6"
3
8:22
—
6"
—
4
8:32
10
0"
6"
5
8:32
—
6"
—
6
7:42
10
0"
6"
7
8:42
—
6"
—
8
8:52
10
0"
6"
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: r- (c) 0
GA.RNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK. 99507 • PHONE: (907)337-6179 • FAX: (907)336-3246 • WEBSM- gameseengineering.aom
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: LOT 12; BEAR RIDGE SUBDIVISION (PROPOSED LOT 12; CIZEK S/D)
PERFORMED FOR: JOE CIZEK DATE: 3/24/2004
DEPTH
(feet) _ _ ORGANICS TEST HOLE #12
1-
2
GW
GP
GM
GC
SW
ORG
ML
/ CL
;I;I; OL
I MH
3/24/2004
'oe°
GP/SP
TO
OODoua
'D1D'OnD
0� ° u `
SP
SM
SC
CH
�� �' OH
b�
POORLY GRADED
4
GRAVEL w/ SAND
6"
�v®
SILT MIXTURES
7:46
—
6"
—
4
6;::�
..—toe
7°
^0o
B.O.B
10-
11
12-
13-
14-
15-
16-
17
21314151617
18
SOIL CLASSIFICATIONS
DEPTH TO
GROUNDWATER
GW
GP
GM
GC
SW
ORG
ML
/ CL
;I;I; OL
I MH
3/24/2004
5'
13/26/200
OODoua
'D1D'OnD
0� ° u `
SP
SM
SC
CH
�� �' OH
w}
2
DEPTH TO
GROUNDWATER
DATE
DRY
3/24/2004
5'
13/26/200
5'
5/17/2004
6'
7/12/2004
:...f ..............
....... .......
Je r Garness.-
CE -7953
,��apro f e s sio�°oo
SEE ATTACHED
SITE PLAN
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
3/24/2004 1
7:36
—
6"
—
2
7:46
10
0"
6"
3
7:46
—
6"
—
4
7:56
10
0"
6"
5
7:56
—
6"
—
6
8:06
10
0"
6"
7
8:06
—
6"
—
8
8:16
10
0"
6"
19 PERCOLATION RATE 1.7 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 2.0 FT. AND 2.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN
COMMENTS: DUE TO THE PRESENCE OF SHALLOW GROUNDWATER, AN INNOVATIVE TYPE SEPTIC SYSTEM MAY NEED TO BE USED.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PER 0RMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
c -x SS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS:_
3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK. 99507 • PHONE: (907)337-6179 * FAX: (907)338-3246 • WEBSRE: gamessenginearing.aom
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: LOT 13; BEAR RIDGE SUBDIVISION (PROPOSED LOT 13; CIZEK S/D)
PERFORMED FOR: JOE CIZEK DATE: 3/23/2004
DEPTH
(feet ORGANICS TEST HOLE #13
2
v
4
5
6 i GP OSP
�� 11
GM/SM
7 POORLY GRADED
GRAVEL w/ SAND
SILT MIXTURES
8 I
9
10
11
12
13
14
15
16
17
18
SOIL CLASSIFICATIONS
DEPTH TO
GROUNDWATER
GW
GP
GM
GC
SW
SP
SM
SC
7'-8'
ORG
ML
CL
OL
MH
CH
OH
6.25'
3 26 2004
�...,i.l....
/
/
DOD
, 'o 0
7o a ono
7/12/2004
I
—
�� �'
2
DEPTH TO
GROUNDWATER
DATE
7'-8'
3/24/2004
6.25'
3 26 2004
5'
5/17/2004
6.5'
7/12/2004
o
�... 4.. ................
ff Gar ess.-
—7
Q444 ....._
.ceG
O
pr0 f es°oo�
SEE ATTACHED
SITE PLAN
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
3/24/2004
1
7:40
—
6"
—
2
7:50
10
1 "
5"
3
7:50
—
6"
—
4
8:00
10
1 "
5"
5
8:00
—
6"
—
6
8:10
10
1"
5"
7
8:10
—
6"
—
8
8:20
10
1"
5"
19 PERCOLATION RATE 2 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 2.0 FT. AND 2.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN
COMMENTS: DUE TO THE PRESENCE OF SHALLOW GROUNDWATER, AN INNOVATIVE TYPE SEPTIC SYSTEM MAY NEED. TO BE USED.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FO MED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: c7 D
'
GA.RNESS ENGINEERING GROUP, Ltd.
_ CONSULTANTS & GENERAL CONTRACTORS * �
.......... . ..................
3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, AK. 99507 ' PHONE: (907)337-6179 • FAX: (907)338-3246 • WEBSITE. game ssngineeringxom
SOIL LOG - PERCOLATION TEST
.. .............
LEGAL DESCRIPTION: LOT 14; BEAR RIDGE SUBDIVISION (PROPOSED LOT 14; CIZEK S/D) OO of ey arness.:
Q 9� CE -7953 e�`G
PERFORMED FOR: JOE CIZEK DATE: 3/23/2004 p0 ,�o�
DEPTH �Q
ST HOLE
E # o
(feet) ORGANICS T 14 e^���o`�o�a
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
:,M/ML
LY GRADED
:L w/ SAND
MIXTURES
SOIL CLASSIFICATIONS
<`: a
GW
GP
GM
GC
SW
SP
SM
SC
~
ORG
ML
CL
OL
MH
CH
OH
'=
I I~I I (
//
°off opo
spm m
��rmo
II;
6"
—
�� �'
2
2:40
30
DEPTH TO
GROUNDWATER
DATE
DRY
3/24/2004
10.5'
3/26/2004
4'
5/17/2004
7.5'
17/12/2004
SEE ATTACHED
SITE PLAN
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
7/13/2004
1
2:10
—
6"
—
2
2:40
30
4"
2"
3
2:40
—
6"
—
4
3:10
30
4"
2"
5
3:10
—
6"
—
6
3:40
30
4"
2"
19 PERCOLATION RATE 15 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 2.0 FT. AND 2.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL
COMMENTS: MAY REQUIRE THE USE OF AN INNOVATIVE TYPE SEPTIC SYSTEM DUE TO VISUAL APPERANCE OF SOILS.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PER 0 MED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Ite,164