HomeMy WebLinkAboutOVERLOOK ESTATES #3 S12577Onsite File
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Engineer's Soils Report
Overlook Estates Addition #3
Lots 1-28
Municipality of Anchorage
Prepared for:
Eklutna, Inc.
16515 Centerfield Drive #108
Eagle River, AK 99577
Prepared By:
Pannone Engineering Services, LLC
P.O. Box 1807
PALMER, AK 99645
P.O. BOX 100217
ANCHORAGE, AK 99510
Submitted By:
Steven R. Pannone, P.E.
Principal, Civil Engineer
February 2, 2021
Page 1 of 7
Engineering Report
Project Description
This soils report is to identify the suitability of the soils on the subject lots for on-site septic
systems. The subject lots are the proposed subdivision of Overlook Estates Addition #3 LOTS 1-
28. This report will detail the soils encountered during the soils investigation, existing
topography, impact to surrounding wells and septic system and the suitability of the soils
encountered for the use of on-site wastewater disposal systems and water supply systems. The
lots range from approximately 54,590 square feet to 66,268 square feet in size. All the
proposed lots are currently undeveloped.
Soils Investigation
Pannone Engineering Services (PES) performed a soils investigation on May 14, 15, and 18 of
2020, in the area that the subdivided lots will be located. The test pits were excavated by White
Raven Excavating and were excavated to the maximum extent of the excavator or until refusal.
The test pits revealed a limited variety of soils. PES did not encounter bedrock in any of the test
pits, groundwater was observed during excavation on lots 5,8,9, and 26. Multiple test pits
encountered fill with underlying organic. The fill appeared to be of similar material to the
underlying material and did not contain any concrete, logs or old building material. The fill has
been in place greater than two years and is considered "insitu" soils. Percolation tests were
performed in the fill layer and found to be acceptable for an on-site wastewater treatment
systems. The underlying organic layer will provide further treatment and oxygenation of the
wastewater as the effluent passes through the organic layer. Additionally, the organic layer is of
minimal thickness and further significant consolidation of the organic material is not expected.
Water monitoring was conducted on all test holes on May 26, 2020. Please see the attached
soils logs for soil profiles, percolation rates and groundwater levels.
Topography
The proposed Subdivision is located on Eagle River Rd approximately 6 miles from the
intersection of Eagle River Rd and Eagle River Loop Rd. The slope is generally from North to
South across the entire proposed subdivision. The subject area slopes are approximately 5-15%
with no steep slopes in the vicinity.
Surface water
An unnamed stream runs through the proposed subdivision. The stream flows from North to
South through Lot 26 and meanders south between Lots 4 & 5. The stream centerline as well as
a one hundred -foot (100') conventional wastewater system setback, a fifty -foot (50') Advanced
wastewater treatment system setback, and a twenty-five (25') stream protection setback are
Page 3 of 7
shown on the attached subdivision site plan. Eagle River flows from East to West across the
Southern property line of the proposed subdivision. At no point is the nearest edge of Eagle
River within one hundred feet (100') of the proposed subdivision. MOA mapping shows class A
wetlands encroaching on lots 1 & 2 of the proposed subdivision. DOWL wetland scientists
performed a wetland delineation examination throughout the proposed subdivision and found
there to be no wetlands within the proposed subdivision.
Existing water and wastewater systems
All lots in the proposed subdivision are currently undeveloped. There are developed lots to the
North which are part of Overlook Estates Subdivision. The existing water supply systems are
private wells and have 100 -foot protective radii around them (i.e. a new wastewater disposal
system may not be located less than 100 feet from these private water wells.) The documented
wells are far enough back on the lot that their protective well radii do not affect the proposed
subdivision lots.
Water Availability
This subdivision is be located on Eagle River Rd where water is readily available. The
surrounding wells are between 140 and 450 feet deep. The static water levels range between
48 and 180 feet below the ground surface. The existing well flow data that was available shows
that the wells in the area can produce anywhere from 1.5 to 8.0 gallons per minute.
Based on the record research and field data we collected, there appears to be adequate water
available for the proposed subdivision without affecting the surrounding wells.
Legal Description
Well
Depth
Static
Water
Level
Production
Nitrates mg/L
Overlook B4, L1
300
150
3 gpm
0 (2007), 0.2 (2002), 0.5
(2000)
Overlook B4, L2
450
110
1.5 gpm
0.69 (2001)
Overlook B4, L3
423
180
1.5 gpm
0.1(1990)
Overlook B4, L4
160
48
2.0 gpm
Unknown
Overlook B1, L5
141
70
5 gpm
Satisfactory (2005)
Overlook B1, L6
141
100
8 gpm
1.94 (2015), 2.31 (2006)
Overlook B1, L4
200
100
3.5 gpm
4.36 (2007), 4.11
(2003), 2.24 (1994)
Page 4 of 7
Engineering Criteria
The soils in this area are typically organics underlain by silty sands and gravel. PES conducted
30 percolation tests on the proposed lots and found percolation rates varying from (<1.0 mpi)
to (6-15 mpi)
Based upon the soil test results there are several options for systems that could be installed on
all the lots in the proposed subdivision. Each of the proposed lots has a designated septic
reserve area of 10,000 square feet except for Lot 2 which has 12,000 square feet of reserve.
There are no steep areas within the respective, reserve areas. Any lot with a percolation rate of
less than one (1) minute per inch shall conform to 15.65.210D.1.c.
The table below has the test hole depths, percolation rates and depth to ground water on each
perspective lots in the subdivision.
;LOT
TH H
TH DEPTH
PERC RATE
(MPI)
GROUND H2O
LEVEL
REQUIRED RES AREA
1
TH1
15.0
0.4
N/A
10000.0
2
TH2
15.0
6.0
N/A
12000.0
3 - `'
TH3
15.0
0.2
N/A
10000.0
4
TH4
16.0
1.7
14.8
10000.0
5
THS
16.0
0.6
15.2
10000.0
"6
TH6
15.5
0.3
N/A
10000.0
7
TH7
16.0
0.1
N/A
10000.0
8
TH8
16.0
2.4
N/A
10000.0
9
TH9
17.0
0.2
15.7
10000.0
10
TH10
17.0
0.6
N/A
10000.0
11
TH11
15.0
0.1
N/A
10000.0
12
TH 12
15.0
1.1
14.8
10000.0
13
TH13
15.0
0.1
N/A
10000.0
14
TH 14
15.0
0.1
N/A
10000.0
1s
TH 15
15.0
0.1
N/A
10000.0
15
TH15B
14
0.1
N/A
10000.0
16'"
TH16
15.0
0.9
N/A
10000.0
16
TH168
14
0.4
N/A
10000.0
17
TH17
15.0
1.1
N/A
10000.0
18
TI -118
15.0
1.1
N/A
10000.0
19
TH19
15.0
0.1
N/A
10000.0
20
TH2O
15.0
0.1
N/A
10000.0
21
TH21
15.0
0.1
N/A
10000.0
22
TH22
15.0
0.4
N/A
10000.0
23
TH23
15.5
0.6
N/A
10000.0
24
TH24
16.0 I
0.3
N/A
10000.0
25
TH25
15.5
0.4
N/A
10000.0
26 `
TH26
15.0
0.4
13.0
10000.0
27
TH27
15.0
1.1
N/A
10000.0
28
TH28
15.0
2.4
N/A
10000.0
Page 5 of 7
Site information
For a subdivision, a site plan stamped by an engineer must show specific areas for the septic
system based on the observed percolation rate and Title 15.65.180, Table 2. These areas must
meet all set back requirements of Title 15.65. According to Table 2, and area of 10,000 sf must
be shown for areas with a percolation rate of 1-5 MPI, an area of 12,000 sf must be shown for
areas with a percolation rate of 5-12 MPI, and an area of 14,000 sf must be shown for areas
with a percolation rate of 12-24 MPI. The attached site plan shows the reserve areas per these
requirements.
The Municipality of Anchorage (Moa) Regulations (15.65) govern for single-family hornes. These
regulations require a minimum of four (4) feet vertical separation between the bottom of a soil
absorption system and ground water for a conventional wastewater disposal system, six feet
(6') to bedrock or other impermeable layers (tight silts and clays with a percolation rate greater
than 120 minutes per inch) and must be located greater than 100 feet horizontally from any
surface water (Creeks and ponds). Additionally, the accepting soils must have a percolation rate
of less than 120 minutes per inch. A lot must have room for a primary and reserve soil
absorption system.
Page 6 of 7
NOTES:
PRNNONE ENG SVC LLC �C.1. 9088)
P.O. BOX 1807 PALl�ER, AK 596 }5
PHONE (907) 745-8200 FAX (907`' 745-82.01
"`
1; �E OF p�qh,
_ �P.. .,5� ,
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CE -81x9
.
4/�-�r'
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REVISIONS
DATE
7/27/2020
FOR SUBDIVISION
REV 1: 1 /28/21
APPROVAL ONLY
OVERLOOK ESTATES ADDITION #3
EKLUTNA INC
16515 CEN TERFIELD DRIVE
EAGLE RIVER, AK 99577`-
SCALE
NOT FOR CONSTRUCTION
DRAWN ACP
P.I.D. NO
SITE PLAN
PERMIT N0.
SHEET
7 OF 13
SOILS LOG — PERCOLATION TEST
TEST HOLE
1
SLOPE
LEVEL
OR
ORGANICS
MPI
1
GM/
READING
2 SM
1
5/18/20
3
z
---
---
Q
1504.25
a
GRAY SAND
2.25 MIN
0.38
SP/GP
AND GRAVEL C-
1505
3.00
5
W/ SILT W
4
1507.5
SEE SITE PLAN
6.00"
6
(nn
5
OR
W
---
---
7
Lil
1510.5
9.00
(n
2.5 MIN
0.42
8
9
10 SP/GP
11
12
13
5M
WAS GROUND WATER
SLOPE
14
ENCOUNTERED? NO
15
IF YES, AT WHAT
BOH
DEPTH? N/A
SEE SITE PLAN
DATE PERFORMED: 18MAY2020
DEPTH TO WATER AFTER
MONITORING? —14.5
DATE: 5/26/2020
WATER
READING DATE
LOCK TIME
SOIL TEST RESULTS /ANALYSIS
• PERCOLATION RATE 0.42 (minlinch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 4 FT AND 5 FT.
• TEST RUN FOR OVER AN HOUR,
LAST THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL
STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
P'ANNONE ENG SVC LLC (C 1. 1088)
P.O. BOX 1807 PAUJER, AK 99645
` ""»
',-�E OF q�qh,
- �P ' r¢ ,
REVISIONS
_
DATE
7/27/2020
FOR SUBDIVISION
PHONE (907) 745-8200 FAX (907) 745-8201
REV 1: 1/28/21
SCALE
APPROVAL ONLY
OVERLOOK ESTATES ADDITION #3
EK LU TN A INC
^ 9,�,
= ` =
Steven R. Pannone
`E-8'49
NTS
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
PERMIT N0.
16515 CENTERFIELD DRIVE
SOIL LOG
EAGLE RIVER, AK 99577AsstaP`-
SHEET1
4 OF 33
LEVEL
NET DROP
NET TIME
MPI
READING
1
5/18/20
1502
3.00
---
---
2
1504.25
9.00
6.00"
2.25 MIN
0.38
3
1505
3.00
---
---
4
1507.5
9.00
6.00"
2.5 MIN
0.42
5
1508
3.00
---
---
6
1510.5
9.00
6.00"
2.5 MIN
0.42
SOILS LOG — PERCOLATION TEST
TEST HOLE
2
NET TIME
MPI
1
SLOPE
1427
3.00
OR
ORGANICS
2
1 GM/SM
7437
5.193
2.193"
2
4.6
3
SP/GP
3.00
---
---
3
4
7448
SM/GM
SILTY SANDY Q
10 MIN
5.9
4
GRAVEL
1448
3.00
5 SP/GP
�
6
Cn
SEE SITE PLAN
1.658"
6
6.0
SP
W
W
7
(n
8
9
10 SP/GP
11
12
13
WAS GROUND WATER
SLOPE
14
ENCOUNTERED? NO
15
IF YES, AT WHAT
BOH
DEPTH? n/a
SEE SITE PLAN
DATE PERFORMED: 18MAY2020 DEPTH TO WATER AFTER
MONITORING? n/a
DATE: 5/26/2020
WATER
READING DATE
LOCK TIME
SOIL TEST RESULTS /ANALYSIS
• PERCOLATION RATE 6.0 (minlinch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 4 FT AND 5 FT.
• TEST RUN FOR OVER AN HOUR,
LAST THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED P. Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH
ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST,
NOTES:
PANNONE ENG SVC LLC (C.1. 1088)
P.O. BOX PALMER, 99645
"" a„�
OF AtgsJ,
REVISIONS
DATE
FOR SUBDIVISION
REV 1: 1 28/21
`807 �r,K
PHONE 907 7:5-8200 FAX 907 745-8201
_'p��.
-
9';
- ` .............
y` c' St— Reucs none ^'
;�? ..._
APPROVAL ONLY
OVERLOOK ESTATES ADDITION #3
EK LU TN A INC
16515 CENTERFIELD DRIVE
scA�27/2020
NTS
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
PERMI7 N0.
SOIL LOG
EAGLE RIVER, AK 99577
"" �`
SHEET
LEVEL
READING
NET DROP
NET TIME
MPI
1
5/78/20
1427
3.00
---
---
2
7437
5.193
2.193"
10 MIN
4.6
3
1438
3.00
---
---
4
7448
4,710
1.710"
10 MIN
5.9
5
1448
3.00
---
---
6
1458
4.658
1.658"
10 MIN
6.0
1
2
3
4
5
6
7
8
9
t
10
11
12
13
14
15
TEST HOLE 3
LLC
PANdNONdE ENdG SVC $C.1. C.N. 1088)
�i5-8201
PHOT E (907) (907)i
OR
ORGANICS
GP SP
FOR
FOR SUBDIVISION
GM/SM
FROZEN
LEVEL
SILTY SAND
GP/SP
MPI
OLD ORGANICS
GM/SM
SOIL LOG
SP/GP
GM/SM
SANDY GRAVEL
W/ SILTS
BOH
DATE PERFORMED: 18MAY2020
SOILS LOG — PERCOLATION TEST
SLOPE
z
Q
J
n
w
1-
(n
w
W
Ln
WAS GROUND WATE
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
DEPTH TO WATER A
MONITORING? I
DATE: 5
SOIL TEST RESULTS/ANALYSIS
• PERCOLATION RATE 0.2 (min/incl+)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 4 FT AND S FT.
• TEST RUN FOR OVER AN HOUR,
LAST THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH
ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
LLC
PANdNONdE ENdG SVC $C.1. C.N. 1088)
�i5-8201
PHOT E (907) (907)i
WATER
REVISIONS
unit
7/2020
FOR
FOR SUBDIVISION
READING
DATE CLOCK TIM
LEVEL
NET DROP
NET TIME
MPI
P.I.D. NO
READING
SOIL LOG
PERMIT No.
1
5/18/20 1239
3.00
---
---
2
1240
9.00
6.00"
1 MIN
0.2
3
1240
3.00
---
---
4
1241
9.00
6.00"
1 MIN
0.2
5
1241
3.00
---
---
5
1242
9.00
6.00"
1 MIN
0.2
SOIL TEST RESULTS/ANALYSIS
• PERCOLATION RATE 0.2 (min/incl+)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 4 FT AND S FT.
• TEST RUN FOR OVER AN HOUR,
LAST THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH
ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
LLC
PANdNONdE ENdG SVC $C.1. C.N. 1088)
�i5-8201
PHOT E (907) (907)i
"""++
�' �� A�ASf1
�c:
;""' "' "' ""'
Sl-- R.
'° CE -81 49
q .........
1
REVISIONS
unit
7/2020
FOR
FOR SUBDIVISION
REV 1: 1/28/21
SCALE
NTS
APPROVAL ONLY
OVERLOOK ESTATES ADDITION #3
EKLUTNA INC
16515 CENTERFIELD DRIVE
EAGLE RIVER, AK 99577,a
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
SOIL LOG
PERMIT No.
SHEET
6 OF 33
TEST HOLE 4
OR ORGANICS
1 FROZEN
GM/SM SILTY SAND
2 &GRAVEL
GP/SP
3
GM/SM
4
5
6
7
8
9
10
11
12
13
SP/GP
GM/SM
SANDY GRAVEL
W/ SILTS
14
15
BOH
DATE PERFORMED: 18MAY2020
SOILS LOG — PERCOLATION TEST
SLOPE
z
Q
J
n
LLJ
I --
(n
Ljj
W
(n
WAS GROUND WATEI
ENCOUNTERED?
IF YES. AT WHAT
DEPTH?
DEPTH TO WATER Al
MONITORING?
DATE: 5
COMMENTS: Test hole excavated by White Raven
READING
DATE CLOCK T
WATER
LEVEL
READING
NET DROP
NET TIME
MPI
1
5/18/20 1204
3.00
---
---
NOT FOR CONSTRUCTION
2
1212.25
9.00
6.00"
8.25 MIN
1,4
3
1212.5
3.00
---
---
4
1222.5
8.755
5.755"
10 MIN
1.7
5
1223
3.00
---
---
6
1233
8.721
5.721 "
1 D MIN
1.7
SOIL TEST RESULTS/ANALYSIS
• PERCOLATION RATE .1.7 (minlinch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 4 FT AND 5 FT.
• TEST RUN FOR OVER AN HOUR,
LAST THREE READINGS PROVIDED.
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH
ALLSTATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE ENG SVC LLC (C.d. iOSE�
o P.O. BOX 1807 PALP�ER, /AK 99645
HONE (907) 7145-8200 FAX (907) '45-8201
..••
_'pCE. OF A(qs' 4,
= ��.. Fy ,
...... ... ...........,
Steven" R. Pannone. ,- =
;° ce-alta �=
���,�'-
to l
REVISIONS
DATE
7/27/2020
FOR SUBDIVISION
REV is 1/28/21
APPROVAL ONLY
SCALE
NTS
OVERLOOK ESTATES ADDITION #3
E K LU TN A INC;"
16515 CENTERFIELD DRIVE
EAGLE RIVER, AK 99577
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
SOIL LOG"
PERMIT No.
SHEET
7 OF 33
SOILS LOG — PERCOLATION TEST
TEST HOLE
5
SLOPE
OR
ORGANICS
MPI
1 GM
READING
a
2 ML
7
5/74/20
3
3.00
---
---
4 SP/SM
Q
t 213.25
9.00
6.00"
1.25 MIN
0.2
5
1214
3.00
6
W
4
1277.5
SEE SITE PLAN
6.00"
7
0.6
5
1218
w
---
---
8
W
1221.58
9.00
(n
3.58 MIN
0.6
9
10 SP/GP
SANDY GRAVEL
11
12
13
WAS GROUND WATER
SLOPE
14
ENCOUNTERED? YES
15
IF YES, AT WHAT
DEPTH? 15.0'
SEE SITE PLAN
16 BOH
DEPTH TO WATER AFTER
DATE PERFORMED: 14MAY2020
MONITORING? 15.17'
DATE: 5/26/2020
WATER
READING DATE
CLOCK TIM LEVEL NET DROP NET TIME
SOIL TEST RESULTS /ANALYSIS
• PERCOLATION RATE 0.6 (minlinch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3 FT AND 4 Fr.
• TEST RUN FOR OVER AN HOUR,
LAST THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH
ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE ENG SVC LLC (C.1. 1088)
F.C. BOX 1807 PALf,�ER, AK 99045
PHONE (907) 745-8200 FAX (907) 745-8201
` ""
' �E OF A�gs'b
_=��? • '' !ry ,
c
= "
'. St— R. Ponnone ;
ce-alae-
REVISIONS
DATE
7/27/2020
FOR SUBDIVISION
REV 1: 1/28/21
APPROVAL ONLY
OVERLOOK ESTATES ADDITION �#3
EKLUiNA INC
SCALE
NTS
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
--
PERMIT No.
16515 CENTERFtELD DRIVE
SHEET
SOIL LOG
EAGLE RIVER, AK 99577
n;ct
8 OF 33
MPI
READING
7
5/74/20
7211
3.00
---
---
2
t 213.25
9.00
6.00"
1.25 MIN
0.2
3
1214
3.00
---
---
4
1277.5
9.00
6.00"
3.50 f.41N
0.6
5
1218
3.00
---
---
6
1221.58
9.00
6.00"
3.58 MIN
0.6
SOILS LOG — PERCOLATION TEST
TEST HOLE
6
NET TIME
MPI
1
SLOPE
1744
3.00
OR
ORGANICS
Z
1 GP/SP
t 745.83
9.00
6.00"
2 GP/SP
LIGHT BROWN
3
3
3.00
---
---
4 GM/SM
ZQ
1148
5OR
J
n
2 MIN
0.3
5
1148
3.00
6
Ll1
6
1150
SEE SITE PLAN
6.00"
7
0.3
GM/SM
W
8
(n
9
10
11
12 GP/SP
13
WAS GROUND WATER
SLOPE
14
ENCOUNTERED? NO
15
IF YES AT WHAT
DEPTH? N/A
SEE SITE PLAN
BOH
DEPTH TO WATER AFTER
DATE PERFORMED: 14MAY2020 MONITORING? n/0
DATE: 5/26_/2020
WATER
READING DATE
CLOCK TIME
SOIL TEST RESULTS/ANALYSIS
• PERCOLATION RATE 0.3 (minlinch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3.5 FT AND 4.5 FT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH
ALLSTATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
P/.�NNONE ENG SVC LLC (C.I. 1088)
P.�. BOX PALt�ER,
...... 1+11
O�•
REVISIONS
DATE
FOR SUBDIVISION
^807
(AoK ;9645
PHONE 907 7.5-8200 FAX 07 745-8201
_ "p�E. Atgs,
= �� .
REV t: 1/28/21
SCA E27/2020
APPROVAL ONLY:=
9
h " "" "'
' S1..•. R.......o . =
%4 p'. CE-8149:
..`
NTS
OVERLOOK ESTATES ADDITION #3
EKLUTNA INC
16515 CENTERFIELD DRIVE
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
PERMIT N0.
SOIL LOG
EAGLE RIVER, AK 99577E55;«�
-
SHEET
9 OF 33
LEVEL
READING
NET DROP
NET TIME
MPI
1
5/74/20
1744
3.00
---
_—_
Z
t 745.83
9.00
6.00"
1.83 MIN
0.3
3
1146
3.00
---
---
4
1148
9.00
6.00"
2 MIN
0.3
5
1148
3.00
---
---
6
1150
9.00
6.00"
2 MIN
0.3
y
SOILS LOG - PERCOLATION TEST
TEST HOLE
7
SLOPE
OR
ORGANICS
1 GP/SP
2
3
GP
4
z
Q
5
n
OR
L11
6
Cf)
SEE SITE PLAN
7
Li)
GP/SP
6.00"
0.83 MIN
0,1
8
(L%i
9
10
11
12
13
WAS GROUND WATER
SLOPE
14
ENCOUNTERED? NO
15
IF YES, AT WHAT
DEPTH? N/A
SEE SITE PLAN
16
BOH
DEPTH TO WATER AFTER
DATE PERFORMED: 14MAY2020
MONITORING? n/o
DATE: 5/26/2020
WATER
READING DATE
LOCK TIME LEVEL NET DROP NET TIME
READING
MPI
1 5/14/20
1122 3.00 --- ---
2
1122.5 9.00 6.00" 0.5 MIN
0.08
3
1123 3.00 --- ---
4
1723.67 9.00 6.00" 0.67 MIN
0.1
5.
1124 3.00 --- ---
6
1124.83
SOIL TEST RESULTS /ANALYSIS
• PERCOLATION RATE 0.1 (min/inch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3.0 FT AND 4.0 FT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH
ALLSTATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PA,NNONE ENG SVC LLC C.I. 1088)
AK
""
= �P�E. OF AC�S�'4
REVISIONS
DATE
7/2020
FOR SUBDIVISION
PHONE (90 }X7`18032 OALf�A,
(9079745-8201
REV 1: 1/28/21
SCALE
APPROVAL ONLY
OVERLOOK ESTATES ADDITION #3
EKLU TNA INC
= `. `
St-e�R.Paaaane "
ce-8749_"
NTS
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
PERMIT No.
16515 CENTERFIELD DRIVE
SOIL LOG
r
EAGLE RIVER, AK 99577
1, '; p ��`_, y `
, U" `
SHEET
10 OF 33
9.00
6.00"
0.83 MIN
0,1
SOILS LOG — PERCOLATION TEST
TEST HOLE
8
TIME
MPI
OR
ORGANICS SLOPE
1306
3.00
t
SP
---
2
2
7 315
9.00
6.00"
3
1.5
3
4 SW/SM
z
---
---
Q
1326
7.263
4.263"
70 FAIN
2.3
5
n
1327
3.00
6
w
(—
6
uT
SEE SITE PLAN
x.205"
7
2,4
w
8
w
cn
9
10
11 GP/SP
12
13
WAS GROUND WATER
SLOPE
14
HEAVING SAND ENCOUNTERED? YES
& SILT
15
IF YES, AT WHAT
16
DEPTH? 15.0'
SEE SITE PLAN
BOH
DEPTH TO WATER AFTERMONITORING?
DATE PERFORMED: 14MAY2020
n/
DATE: 5/26/2020
WATER
READING DATE
CLOCK TIM LEVEL NET DROP NET
Note: Sand
Heaved to 11.75
SOIL TEST RESULTS /ANALYSIS
• PERCOLATION RATE 2.4 (min inch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BET`NEEN 3.0 FT AND 4.0 FT,
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY:
Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH
ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE ENG SVC LLC (C.I. 1088)
P.O. BOX 1807 PALh�ER, AK �J9645
""` n,
REVISIONS
DATE
7/27/2020
FOR SUBDIVISION
PHONE (907) 745-82.00 FAX (907) 745-8201
_'qZE. �F• A4gs'4
- '+,
:t� ,,
REV 1: 1/28/21
APPROVAL ONLY
SCALE
OVERLOOK ESTATES ADDITION #3
EKLU TNA INC
16515 CENTERFIELD DRIVE
.. . ... s
Steven R. Pannone
ce-alas
NTS
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
—
PERMIT N0.
SOIL LOG
EAGLE
EAGLE RIVER, AK 99577
SHEET
,,.....
11 OF 33
READING
TIME
MPI
t
5/14/20
1306
3.00
---
---
2
7 315
9.00
6.00"
9 MIN
1.5
3
1316
3.00
---
---
4
1326
7.263
4.263"
70 FAIN
2.3
5
1327
3.00
---
---
6
1337
7.205
x.205"
t0 MIN
2,4
TEST HOLE �9
1 no IORGANICS
2
3-
4-
5-
6-
7
4567 GP/SP
8
9
10
11
12
13
14
15
16
17
BOH
DATE PERFORMED: 14MAY2020
SOILS LOG - PERCOLATION TEST
SLOPE
z
Q
J
n
W
F—
W
W
(n
WAS GROUND WATE
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
DEPTH TO WATER A
MONITORING?
DATE: 5
COMMENTS: Test hole excavated by White Raven
SOIL TEST RESU1�Y
• PERCOLATION RATE 0.2 (min/inch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3.0FTAND4.0FT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH
ALLSTATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE ENG SVC LLC (C.1. 1U88}
P.O. BOX 1807 PAL SER, AK 96 5
WATER
REVISIONS
DATE
7/27/2020
FOR SUBDIVISION
READING
DATE CLOCK TIME
LEVEL
NET DROP
NET TIME
MPI
P.LD. NO
READING
SOIL LOG
1
5/14/20 1355
3.00
---
---
2
1355.67
9.00
6.00"
0.67 MIN
0.1
3
1356
3.00
---
---
4
1356.83
9.00
6.00"
0.83 MIN
0.1
5
1401
3.00
---
---
6
1402
9.00
6.00"
1 MIN
0.2
SOIL TEST RESU1�Y
• PERCOLATION RATE 0.2 (min/inch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3.0FTAND4.0FT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH
ALLSTATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE ENG SVC LLC (C.1. 1U88}
P.O. BOX 1807 PAL SER, AK 96 5
""" ,
_''''F. • .. .4.4,q ,
- f
4 9%y'
=' '
=
��, S(evCE B149none: =
•.•
}5s;_
REVISIONS
DATE
7/27/2020
FOR SUBDIVISION
APPROVAL ONLY
PHONE (907) 745-8200 FAX (907) 7.5--87.01
OVERLOOK ESTATES ADDITION #3
EKLUTNA INC
16515 CENTERFIELD DRIVE
EAGLE RIVER, AK 99577
REV 1: 1 28 21
/ /
SCALE
NTS
NOT FOR CONSTRUCTION
P.LD. NO
DRAWN ACP
SOIL LOG
PERMIT NO
SHEET12 OF 33
TEST HOLE 10
I no IORGANICS
1
2
3
4
5
6
7 GP/SP
8
9
10
11
12
13
14
15
16
17
BOH
DATE PERFORMED: 14MAY2020
SOILS LOG — PERCOLATION TEST
SLOPE
z
Q
J
W
I --
Cf)
W
W
WAS GROUND WATE
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
DEPTH TO WATER A
MONITORING? r
DATE: 5
READING
DATE CLOCK TIME
WATER
LEVEL
READING
NET DROP
NET TIME
MPI
1
5/14/20 1443
3.00
---
---
NOT FOR CONSTRUCTION
2
1445.5
9.00
6.00"
2.5 LAIN
0.4
3
1446
3.00
---
---
4
1449.25
9.00
6.00"
3.25 MIN
0.5
5
1451
3.00
---
---
1454.83
9.00
6.00"
3.83 MIN
0.6
SOIL TEST RESULTS/ANALYSIS
• PERCOLATION RATE 0,6 (minlinch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3.0 PT AND 4.0 FT,
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH
ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE ENG SVC. LLC (C.I. 1088)
P.C. BOX. 1807 PALMER, AIC 59645
PHONE (907) 745-8200 FAX (907) 745-8701
""`»
OF -44 ,
AS `'
Steven R. Pannone ;
`= . `E-a,4a=
..QSSA ..
'�=
„5s,,,
REVISIONS
DATE
7/27/2020
FOR SUBDIVISION
REV 1: 1/28/21
APPROVAL ONLY
SCALE
NTS
OVERLOOK ESTATES ADDITION #3
EKLUTNA INC
16515 CENTERFIELD DRIVE
EAGLE RIVER, AK 99577
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
SOIL BOG
PERMIT No.
SHEET OF 33
SOILS LOG — PERCOLATION TEST
TEST HOLE
11
SLOPE
OR
1
ORGANICS
2
3
4
Z
Q
J
5
0-
6
w
GO
SEE SITE PLAN
7 GP/SP
59
w
---
---
8
w
7559.5
9
6.00"
0.50 MIN
0.08
10
11
12
13
WAS GROUND WATER
SLOPE
14
ENCOUNTERED? NO
15
IF YES, AT WHAT
BOH
DEPTH? N/A
SEE SITE PLAN
DATE PERFORMED: 14MAY2020
DEPTH TO WATER AFTER
MONITORING? n/a
DATE: 5/26/2020
WATER
READING DATE
LOCK TIME LEVEL NET DROP NET TIME
READING
MPI
7 5/14/20
1548 3.00 --- ---
2
75h8.33 9.00 6.00" 0.33 MIN
0.06
3
7558 3.00 --- ---
4
1558.5 00 6.00" 0.50 MIN
0.08
5
15
t3.
SOIL TEST RESULTS /ANALYSIS
• PERCOLATION RATE 0.08 (minlinch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3.o FT AND 4.0 FT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH
ALLSTATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
P1� NNONE ENG SVC 1.LC �C.i. 1OHH}
P.O. BOX 1807 PALhER, AK 99645
' "" „
_' cE of Ates ,y
= �? f y
REVISIONS
DATE
7/2020
FOR SUBDIVISION
PHONE (907) -145--8200 AX (907) 745-8201
REV 1: 1/28/21
SCALE
APPROVAL ONLY
OVERLOOK ESTATES ADDITION #3
EK LU TN A INC
;_ h v
" =
s<<•�� R: ft -.e..."
o cE-alas=
NTS
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
PERMIT N0.
16515 CENTERFIELD DRIVE
�,;�,...
SHEET
SOIL LOG
EAGLE RIVER, AK 99577u,«
14 OF 33
59
00
---
---
6
7559.5
00
6.00"
0.50 MIN
0.08
SOILS. LOG — PERCOLATION TEST
TEST HOLE
12
SLOPE
OR
1
ORGANICS
2
3
4
Q
5
n
6
LJ
U)
SEE SITE PLAN
7 GP/SP
�-t
w
8
III
(n
9
10
11
12
13
WAS GROUND WATER
SLOPE
14
ENCOUNTERED? NO
15
IF YES, AT WHAT
BOH
DEPTH? N/A
SEE SITE PLAN
DATE PERFORMED: 15MAY2020
DEPTH TO WATER AFTER
MONITORING? —14.8
DATE: 5/26/2020
WATER
READING DATE
LOCK TIME LEVEL NET DROP NET TIME
READING
MPI
S 5/15/20
832 3.00 --- ---
2
838 9.00 6.00" 6 MIN
1
3
838 3.00 --- ---
4
844.5 9.00 6.00" 6.5 MIN
1-1
5
845 3.00 --- ---
6
851-5 9.00 6.00" 6.5 MIN
SOIL TEST RESULTS /ANALYSIS
• PERCOLATION RATE 1.1 (minlinch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 2.0 FT AND 3.6 FT-
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH
ALLSTATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
Fs,gj�{NONE ENG SVC LLC (C.1. 1088)
P.O. BOX 1807 PALIMER, AK 9645
PHO lE (907) 745-82.00 FAX (907) 745-8201
"""t
'�E OF• A(q' ,
_ ��� S4� ,
REVISIONS
DATE T
7/27/2020
FOR SUBDIVISION
REV 1: 1/28/21
SCALE
OVERLOOK ESTATES ADDITION #3
EKLUTNA INC
16515 CENTERFIELD DRIVE
APPROVAL ONLY
= lh
I ' Stevan R. Ponnone r
ce-stns
NTS
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
PERMIT N0.
SOIL LOG
EAGLE RIVER, AK 99577
F -....... �_=
�Ssta'":�`
SHEE7
...........
15 OF 33
�-t
SOILS LOG — PERCOLATION TEST
TEST HOLE
13
_
OR
ORGANICS SLOPE
1 GM
SILTY SAND
2
3
4
Z
Q
5
n
6
LLL
SEE SITE PLAN
7 GP/SP
W
5
8
W
---
---
Cn
927.75
9
6.00"
0.75 MIN
0.1
10 —
OR
ORGANICS
i1
12
SILTY SANDY
13 GM/GP
GRAVEL
WAS GROUND WATER
SLOPE
14
ENCOUNTERED? NO
15
IF YES, AT WHAT
BOH
DEPTH? N/A
SEE SITE PLAN
DATE PERFORMED: 15MAY2020
DEPTH TO WATER AFTER
MONITORING? n/o
DATE: 5/26/2020
WATER
READING DATE
LOCK TIME LEVEL NET DROP NET TIME
READING
MPI
� 5/15/20
925 3.00 --- ---
2
925.5 9.00 6.00" 0.5 LAIN
0. t
3
926 3.00 --- ---
4
926.67 9.00 6.00" 0.67 MIN
SOIL TEST RESULTS /ANALYSIS
• PERCOLATION RATE 0.1 (minlinch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3.OFTAND4.OFT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH
ALLSTATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE ENG SVC LLC (C.I. 1088)
P.O. BOX 1807 PZJER, AK 99645
.` ""` „
OF . qg
' �P�E_..... AC �r
REVISIONS
DATE
7/2020
FOR SUBDIVISION
PHONE (907) 745-8200 FAX (907) 745•-8201
REV 1: 1/28/21
SCALE
APPROVAL ONLY
OVERLOOK ESTATES ADDITION #3
EKLUTNA INC
,
��' v
=
%' CE 8148 nono
NTS
NOT FOR CONSTRUCTION
P.I.D. NO
—
DRAWN ACP
PERMIT N0.
16515 CENTERFIELD DRIVE_=
,rri,,'Ess�a
SOIL LOG
EAGLE RIVER, AK 99577
SHEET
16 OF 33
0. t
5
927
3.00
---
---
6
927.75
9.00
6.00"
0.75 MIN
0.1
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
TEST HOLE 14
OR ORGANICS
GM SILTY GRAVEL
GP/SP
mo-
GP/SP GP/SP
BOH
DATE PERFORMED: 15MAY2020
SOILS LOG — PERCOLATION TEST
SLOPE
z
Q
n
L1J
U7
W
LU
(n
WAS GROUND WATEI
ENCOUNTERED?
IF YES, AT" WHAT
DEPTH?
DEPTH TO WATER A
MONITORING? r
DATE: 5
READING
DATE CLOCK TIME
WATER
LEVEL
READING
NET DROP
NET TIME
MPI
1
5/15/20 956
3.00
---
---
NOT FOR CONSTRUCTION
2
956.33
9.00
6.00"
0.33 MIN
0.1
3
957
3.00
---
---
4
957.5
9.00
6.00"
0.5 MIN
0.1
5
958
3.00
---
---
6
958.58
9.00
6.00"
0.58 MIN
0,1
SOIL TEST RESULTS/ANALYSIS
• PERCOLATION RATE 0.1 (min/inch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3.0 FT AND 4.0 FT,
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH
ALLSTATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
P,ANNONE ENG SVC LLC (C.O. 1088)
P.O. BOX 1807 PZL IER• AK 9645
PHONE (907) 745-8200 FAX (907) 145--82.01
..."...»
'�E OF • A(q' ,
=��? 5�9',
9t
. ,
;, ."_"Steve R. P;��;�, =
yn .. cE-Btq& =
f` essta'�-
,,..
REVISIONS
DATE
7/27/2020
FOR SUBDIVISION
REV 1: 1/28/21
APPROVAL ONLY
SCALE
NTS
OVERLOOK ESTATES ADDITION #3
EKLUTNA INC
16515 CENTERFIELD DRIVE
EAGLE RIVER AK 99577
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
SOIL LOG
PERMIT No.
ET
SHE17 OF 33
SOILS LOG — PERCOLATION TEST
TEST HOLE
15
p OR
ORGANICS SLOPE
1 GM
SANDY GRAVEL
�°iPl
2
READING
3
�
5/15/20
4 GP/SP
W/ COBBLES z
---
---
Q
1045.33
9.00
J
0.33 MIN
0.1
5
n
1046
3.00
B
w
4_
Cn
SEE SITE PLAN
6.00"
7
0.1
5
1047
w
---
---
6
1047.5
8
Cn
0.58 MIN
0.1
9
10
11
12
13
WAS GROUND WATER
SLOPE
14
ENCOUNTERED? NO
15
IF YES, AT WHAT
BOH
DEPTH? N/A
SEE SITE PLAN
DATE PERFORMED: 15MAY2020
DEPTH TO WATER AFTER
MONITORING? n/a
DATE: 5/26/2020
WATER
READING DATE
CLOCK TIME LEVEL NET
SOIL TEST RESULTS/ANALYSIS
• PERCOLATION RATE 0.1 (min/inch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3.0 FT AND 4.0 FT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH
ALLSTATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE ENG SVC LLC C.1. 1088)
LFAa 0745-8201
"
OF A4gs¢'4
REVISIONS
DATE
7/27/2020
REV 1: 1140141
FOR SUBDIVISION
PHONE
_ E
r� ..
9010 7�5�8?.00 907
{ ) )
APPROVAL ONLY
OVERLOOK ESTATES ADDITION #3
EKLUTNA INC
_
y ySCALE
=�:
" "' "" ""';
_=
P 51�CER 149ncne
NTS
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
-
PERMIT N0.
16515 CENTERFIELD DRIVE
SHEET
SOIL LOG
EAGLE RIVER, AK 99577
4r�""..........
55
18 OF 33
DROP
NET TIME
�°iPl
READING
�
5/15/20
tOhS
3.00
---
---
2
1045.33
9.00
6.00"
0.33 MIN
0.1
3
1046
3.00
---
---
4_
1046.5
9.00
6.00"
0.5 MIN
0.1
5
1047
3.00
---
---
6
1047.5
9.00
6.00"
0.58 MIN
0.1
SOILS LOG — PERCOLATION TEST
TEST HOLE
158
NET TIME
MPI
1
SLOPE
1430
3.00
OR
1
ORGANICS
2
2
1430.5
9.Od
6.00"
3
0. )
3
4 GP/SP
W/ COBBLES z
Q
---
---
4
1431.5
5
n
0.5 MIN
p,)
5
1432
3.00
6
l---
6
6nSEE
SITE PLAN
6.00"
7
p,)
w
w
8
Cf)
9
10
11
12
13
WAS GROUND WATER
SLOPE
14
ENCOUNTERED? NO
BOH
DATE PERFORMED: 15MAY2020
IF YES, AT WHAT
DEPTH? N/A
SEE SITE PLAN
DEPTH TO WATER AFTER
MONITORING? n,%o
DATE: 5/26/2020
WATER
READING DATE
LOCK TIM LEVEL NET
SOIL TEST RESULTS/ANALYSIS
• PERCOLATION RATE 0.1 (min/inch)
(Hydrologic Soils Group: HSC A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 4.0 FT AND s.0 FT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY:
Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH
ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE ENG SVC LLC (C.1. 1088)
P.O. BOX 1807 PALE)IER, AK 9645
PHONE (907) 745--8200 FAX (907) 745-8201
"`++++1
qE OF A�q' 1y
^ ��P ''_... sir9 ,
REVISIONS
DATE
7/27/2020
FOR SUBDIVISION
REV 1: 1/28/21
SCALE
APPROVAL ONLY
_' L y
NTS
NOT FOR CONSTRUCTION
OVERLOOK ESTATES ADDITION #3
EKLUTNA INC
16515 CENTERFIELD DRIVE
... ... ........
... 'S,r�.........;'..""=
o'. CE -8149
,,�... ���_`
P.I.D. NO
DRAWN ACP
PERMIT NO.
SOIL LOG
EAGLE RIVER, AK 99577
F,,a
SHEET
19 OF 33
READING
DROP
NET TIME
MPI
1
5/15/20
1430
3.00
---
2
1430.5
9.Od
6.00"
0.5 MIN
0. )
3
1431
3.00
---
---
4
1431.5
9.00
6.00"
0.5 MIN
p,)
5
1432
3.00
---
6
1432.58
9.00
6.00"
0.58 MIN
p,)
SOILS LOG - PERCOLATION TEST
_ TEST HOLE
16
OR
ORGANICS SLOPE
1 GM
SANDY GRAVEL
2
9.00
6.00"
3
0.5
3
4 GP/SP
`N/ COBBLES Q
---
---
J
1118,5
5
6.00"
5.5 MIN
0.9
5
1119
3.00
6
Iw—
6
Cn
SEE SITE PLAN
6.00"
7
p,g
w
Li
8
V)
9
10
11
12
13
VMS GROUND WATER
SLOPE
14
ENCOUNTERED? NO
15
IF YES, AT WHAT
BOH
DEPTH? N/A
SEE SITE PLAN
DATE PERFORMED: 15MAY2020
DEPTH TO WATER AFTER
MONITORING? n/o
DATE: 5/26/2020
WATER
READING DATE
CLOCK TIMI] LEVEL NET DROP NET TIME
READING
MPI
1 5/15/20
1109 3.00 --- ---
2
3 1 112.25
SOIL TEST RESULTS /ANALYSIS
• PERCOLATION RATE 0.9 (minlinch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3.0 FT AND 4.0 FT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH
ALLSTATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE ENG SVC LLC (C.1. 1088)
P.O. BOX 1807 PALt,j(_R, AK <0645
PHONE (907) 745-8200 FAX (07) 745-8201
""»+,+
_'Pj6'OF A(qS h
- !rSCALE
9',
`
. Steven R. Ponnone ;
` .. ce—e,as-
REVISIONS
DATE
7/27/2020
FOR SUBDIVISION
REV 1: 1/28/21
APPROVAL ONLY
OVERLOOK ESTATES ADDITION #3
EKLUTNA INC
16515 CENTERFIELD DRIVE
NTS
NOT FOR CONSTRUCTION
P.J.D. NO
DRAWN ACP
--
PERMIT
SOIL LOG
EAGLE RIVER, AK 99577
s�°ss;a�
SHEET
"+»""
20 OF 33
9.00
6.00"
3.25 h1fN
0.5
3
1113
3.00
---
---
q
1118,5
9.00
6.00"
5.5 MIN
0.9
5
1119
3.00
---
---
6
1124.5
9.00
6.00"
5.5 MIN
p,g
SOILS LOG - PERCOLATION TEST
TEST HOLE
168
SLOPE
LEVEL
OR
7
ORGANICS
MPI
2
READING
3
7
5/75/20
4 GP/SP
W/ COBBLES Z
---
---
Q
1507
5
n
2 MIN
0.3
6
W
1508
3.00
---
---
SEE SITE PLAN
4
7
1570
9.00
6.00"
2 MIN
Li
5
g
Li
---
---
(n
1513.25
9
6.00"
2.25 MIN
0.4
10
11
12
13
WAS GROUND WATER
SLOPE
14
ENCOUNTERED? NO
BOH
DATE PERFORMED: 15MAY2020
IF YES, AT WHAT
DEPTH? N/A
SEE SITE PLAN
DEPTH TO WATER AFTER
MONITORING? n,/a
DATE: 5/26/2020
WATER
READING DATE
LOCK TIME
SOIL TEST RESULTS /ANALYSIS
• PERCOLATION RATE 0.4 (min/inch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 4.0 FT AND 5.0 FT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH
ALLSTATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE ENG SVC LLC C.I. 1088)
P.O. BOX 1807 PAL(..ER, AK 9645
""" „
0F..A(''' ,
REVISIONS
DATE
7/27/2020
FOR SUBDIVISION
REV 1: 1 28 21
/ /
t n FAX -� t
PHONE (907) 7r5--820 AX (90,, 7+5-8201
P��'" " qS '4
_=��, syr,
Y; st
".......... ..... .. ....
"
', Sloven R. Ponnona ;
APPROVAL ONLY
OVERLOOK ESTATES ADDITION #3
EKLUTNA INC
SCALE
NTS
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
PERMIT No.
16515 CENTERFIELD DRIVE
SOIL LOG
EAGLE RIVER, AK 99577;
SHEET
21 OF 33
LEVEL
NET DROP
NET TIME
MPI
READING
7
5/75/20
7505
3.00
---
---
2
1507
9.00
6.00"
2 MIN
0.3
3
1508
3.00
---
---
4
1570
9.00
6.00"
2 MIN
0.3
5
7511
3.00
---
---
6
1513.25
9,00
6.00"
2.25 MIN
0.4
SOILS LOG - PERCOLATION TEST
TEST HOLE
17
OR
ORGANICS SLOPE
NET TIME MPI
1
SILTY SANDY
READING
GM
GRAVEL W/
1205
t
2
COBBLES
1210
3 —
5 PAIN 0.8
3
4 GP/SP
W/ COBBLES z
---
4
<C
9.00 6.00"
6.5 MIN t.t
5
J
7218
3.00 ---
6
Lil
1224.5
9.00 6.00"
V)
SEE SITE PLAN
7
III
8
w
V)
9
1010
11
12
13
WAS GROUND WATER
SLOPE
14
ENCOUNTERED? NO
15
IF YES, AT WHAT
BOH
DEPTH? N/A
SEE SITE PLAN
DATE PERFORMED: 15MAY2020
DEPTH TO WATER AFTER
MONITORING? n/o
DATE: 5/26/2020
WATER
READING DATE
LOCK TIME
SOIL TEST RESULTS /ANALYSIS
• PERCOLATION RATE 1.1 (min/inch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3.OFTAND4.OFT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH
ALLSTATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE ENG SVC LLC {C.1. '1 088)
P.O. 30X 1807 PALkk AK 9645
PHONE (907) 745-8200 FAX (907) 745-8201
` "`++,,
,-' OF A ,
= �P.. �S�'',
4 -` s 1. *"
=
.
Steven R. Pann ne..
%moo ., cE-etas
REVISIONS
DATE
7/27/2020
FOR SUBDIVISION
REV 1: 1/28/21
APPROVAL ONLY
OVERLOOK ESTATES ADDITION #3
E K LU TN A INC
SCALE
NTS
NOT FOR CONSTRUCTION
P.LD. NO
DRAWN ACP
—
PERMIT NO.
16515 CENTERFIELD DRIVE
SOIL LOG
EAGLE RIVER, 'AK 99577
''
SHEET
tta
+.......�
22 OF 33
LEVEL NET DROP
NET TIME MPI
READING
7
5/15/20
1205
3.00 ---
---
2
1210
9.D0 6.00"
5 PAIN 0.8
3
7277
3.00 ---
---
4
1277.5
9.00 6.00"
6.5 MIN t.t
5
7218
3.00 ---
---
6
1224.5
9.00 6.00"
6.83 MIN 1.1
SOILS LOG - PERCOLATION TEST
TEST HOLE
18
OR
ORGANICS SLOPE
LOCK TIFd
LEVEL
1
SILTY SANDY
ldFl
GM
GRAVEL W/
READING
2 -
COBBLES
1
5/15/20
3
3.00
---
---
4 GP/SP
W/ COBBLES Z�L
1141
9.00
6.00"
6 MIN
1
3
1141
3.00
5
n
4
6
w
9.OD
6.00"
6 MIN
1
SEE SITE PLAN
7
3.00
---
---
w
1153.5
9.00
LU
6.5 MIN
1,1
9
10
11
12
13
WAS GROUND WATER
SLOPE
14
ENCOUNTERED? NO
15
IF YES, AT WHAT
BOH
DEPTH? N/
SEE SITE PLAN
DATE PERFORMED: 15MAY2020
DEPTH TO WATER AFTER
MONITORING? n/o
DATE: 5/26/2020
SOIL TEST RESULTS/ ANALYSIS
• PERCOLATION RATE 1.1 (min/inch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3.o FT AND 4.o FT.
• TEST RUN FOP. OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH
ALLSTATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE ENG SVC LLC C.O. 1088)
BOX45
X745073200 I"'J, AK 99645-8201
""
OF A�AS�'',
REVISIONS
J
DATE
7/27/2020
FOR SUBDIVISION
REV 1: 1/28/21
PNOPIE 9 907
) ( )
= �P��'
s o� .• y ,
u: >}
:...:........... .... ...
'
Steven R. Pannone
`E-818
APPROVAL ONLY
OVERLOOK ESTATES ADDITION #3
EKLUTNA INC
SCALE
NTS
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
PERMIT No.
16515 CENTERFIELD DRIVE
SOIL LOG
EAGLE RIVER, AK 99577
"
SHEET
23 OF 33
WATER
READING
DATE
LOCK TIFd
LEVEL
NET DROP
NET TIME
ldFl
READING
1
5/15/20
7135
3.00
---
---
Z
1141
9.00
6.00"
6 MIN
1
3
1141
3.00
---
---
4
1147
9.OD
6.00"
6 MIN
1
5
1147
3.00
---
---
6
1153.5
9.00
6.00"
6.5 MIN
1,1
SOILS LOG — PERCOLATION TEST
TEST HOLE
19
OR
ORGANICS SLOPE
LEVEL
1 GM
SILTY SANDY
MPI
GRAVEL
READING
2
1
5/15/20
3
3.00
---
---
4 GP/SP
W/ COBBLES ZQ
1344.5
9.00
6.00"
0.5 MIN
0.7
3
J
1345
3.00
5
n
4
6
w
9.00
6.00"
0.58 hilN
0.1
SEE SITE PLAN
7
3.00
---
---
w
1346.67
8
w
cn
0.67 MIN
0.7
9
10
11
12
13
WAS GROUND WATER
SLOPE
14
ENCOUNTERED? NO
15
IF YES, AT WHAT
BOH
DEPTH? N/A
SEE SITE PLAN
DATE PERFORMED: 15MAY2020
DEPTH TO WATER AFTER
MONITORING? n/a
DATE: 5/26/2020
WATER
READING GATE
LOCK TIME
SOIL TEST RESULTS /ANALYSIS
• PERCOLATION RATE 0.1 (minlinch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3.0 FT AND 4.0 Fi.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by Hultquist Homes
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH
ALLSTATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE EPG SVC, LLC (C.t. 1088)
P.O. BOX 1807 PAU:IIER, AK 9645
""`++,,
�� OF 4 11 1
'" S¢9',
REVISIONS
DATE
7/27/2020
FOR SUBDIVISION
PHONE (907) 745-8200 FAX (907) 745-8201
REV 1: 1/28/21
SCALE
APPROVAL ONLY
OVERLOOK ESTATES ADDITION #3
EK LU TN A I N G
=�?
l
49t ,�,
.......' .......
-1 , Stevan R. Pannone ;'
`E-R,"B
NTS
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
PERMIT N0.
16515 CENTERFIELD DRIVE
SHEET
SOIL LOG
EAGLE RIVER, AK 99577
....
24 OF 33
LEVEL
NET DROP
NET TIME
MPI
READING
1
5/15/20
1344
3.00
---
---
2
1344.5
9.00
6.00"
0.5 MIN
0.7
3
1345
3.00
---
---
4
1345.58
9.00
6.00"
0.58 hilN
0.1
5
1346
3.00
---
---
6
1346.67
9.00
6.00"
0.67 MIN
0.7
SOILS LOG — PERCOLATION TEST
rEsr HOLE
20
OR
ORGANICS SLOPE
1 GM
SILTY SANDY
GRAVEL
READING
2
t
5/15/20
3
3.00
---
---
4 GP/SP
W/ COBBLES z
7405.25
9.00
Q
0.25 MIN
0.04
5
n
7406
3.00
6
LJ
4
~
cr)
SEE SITE PLAN
6.00"
7
5
1407
Lel -
---
---
8
Ld
1407.3
9.00
6.00"
0.5 ldlN
0. t
9
10
11
12
13
WAS GROUND WATER
SLOPE
14
ENCOUNTERED? NO
15
IF YES, AT WHAT
BOH
DEPTH? N/A
SEE SITE PLAN
DATE PERFORMED: 15MAY2020
DEPTH TO WATER AFTER
MONITORING? n%o
DATE: 5/26/2020
WATER
READING DATE
CLOCK TIME LEVEL NET DROP NET TIME
MPI
SOIL TEST RESULTS ANALYSIS
• PERCOLATION RATE 0.1 (mi /inch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 0"
• TEST RUN BETWEEN 3.0 FT AND 4.0 Fr.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH
ALLSTATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE ENG SVC LLC (C.B. 1088)
P.O. BOX 1807 PADIER, AK X99645
""",
;`�E 0F. A(q`4,
REVISIONS
DATE
7/27/2020
FOR SUBDIVISION
REV 1: 1/28/41
PHOME (907) 745-8200 FAX (907) 7,15-8201
-`�P '' S� 'h
- c' v '
" "
. ..
�/�c. sty CER8149n �• '
APPROVAL ONLY
OVERLOOK ESTATES ADDITION #3
EKLUTNA INC
SCALE
NTS
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
PERMIT N0.
16515 CENTERFIELD DRIVE
��-
SOIL LOG
EAGLE RIVER, AK 99577
'`���E�;�,=`
SHEET
25 OF 33
READING
t
5/15/20
1405
3.00
---
---
2
7405.25
9.00
6.00"
0.25 MIN
0.04
3
7406
3.00
---
---
4
1406.5
9.00
6.00"
0.5 MIN
0.1
5
1407
3.00
---
---
6
1407.3
9.00
6.00"
0.5 ldlN
0. t
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
TEST HOLE 21
OR ORGANICS
GM
SILTY SANDY
GRAVEL
GP/SP
OR I ORGANICS
GP/SP I W/ COBBLES
BOH
DATE PERFORMED: 18MAY2020
SOILS LOG — PERCOLATION TEST
WAS GROUND WATE
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
DEPTH TO WATER A
MONITORING? r
DATE: 5
SOIL TEST RESULTS/ANALYSIS
• PERCOLATION RATE 0.1 (minlinch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN S.0 FT AND 6.0 FT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH
ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE EPG SVC LLC C.1. 1088)
P.O. BOX 1807 PAL?.1ER, AK 39645
WATER
REVISIONS
REV 1: 1/28/21
DATE
7/27/2020
FOR SUBDIVISION
READING
DATE CLOCK TIM
LEVEL
NET DROP
NET TIME
MPI
P.I.D. NO
READING
SOIL LOG
1
5/18/20 1039
3.00
---
---
2
1039.5
9.00
6.00"
0.5 MIN
0.1
3
1 1040
3.00
---
---
4
1040.58
9.00
6.00"
0.58 MIN
0.1
5
1041
3.00
---
---
6
1041.58
9.00
6.00"
0.58 MIN
0.1
SOIL TEST RESULTS/ANALYSIS
• PERCOLATION RATE 0.1 (minlinch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN S.0 FT AND 6.0 FT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH
ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE EPG SVC LLC C.1. 1088)
P.O. BOX 1807 PAL?.1ER, AK 39645
`` "`+,,,
_, OF. A( ' ,,
_ gip. " As¢ h
r"�G'' -
;""' ""' "' "' """%_,,_
Steven R. P--
% cE-B149
_=
�� ._
mss;
REVISIONS
REV 1: 1/28/21
DATE
7/27/2020
FOR SUBDIVISION
APPROVAL ONLY
PHONE (907) 745-8200 FAX (907) 745-8201
OVERLOOK ESTATES ADDITION #3
EKLUTNA INC
16515 CENTERFIELD DRIVE
EAGLE RIVER, AK 99577
SCALE
NTS
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
SOIL LOG
PERMIT No.
SHEET
26 OF 33
SOILS LOG — PERCOLATION TEST
TEST HOLE
22
OR
ORGANICS SLOPE
1
GM
SILTY SANDY
GRAVEL
2
3
4 GP/SP
SAND AND
GRAVEL Q
J
5
0-
LLJ
00
6.00"
6
0.3
5
1707
Cn
SEE SITE PLAN
7-- GM
W
1109.5800
L, J
2.58 LAIN
0,4
8
Cf)
9
10
11 GP/SP
12
13
WAS GROUND WATER
SLOPE
14
ENCOUNTERED? NO
15
IF YES, AT WHAT
BOH
DEPTH? N/A
SEE SITE PLAN
DATE PERFORMED: 18MAY2020
DEPTH TO WATER AFTER
MONITORING? n/a
DATE: 5/26/2020
WATER
READING DATE
LOCK TIME LEVEL NET DROP NET TIME
READING
MPI
1 5/18/20
1102 3.00 --- ---
2
7103.5 9.00 6.00" 7,5 MIN
0.3
3
7704.5 3.00 --- ---
4
1106.5
#3.00
SOIL TEST RESULTS /ANALYSIS
• PERCOLATION RATE 0.4 (minlinch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3.0 FT AND 4.0 FT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH
ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE ENG SVC LLC (G.I. 1088)
P.O. BOX i80'/ PAL",
AL �[R, AK 9645
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,',E OFA q'',
REVISIONS
DATE
7/27/2020
REV 1: 1/28/21
FOR SUBDIVISION
PHONE 907 745-8200 FAX 907 745-8201
)
- �P '' S�'h
- th
= � .m...
Sc. Ste.CERni<gnone ;
.
APPROVAL ONLY
OVERLOOK ESTATES ADDITION #3
EKLUTNA INC
16515 CENTERFIELD DRIVE
SCALE
NTS
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
PERMIT N0.
SOIL LOG
EAGLE RIVER, AK 99577'41055;`
SHEET
27 OF 33
00
6.00"
2 MIN
0.3
5
1707
------6
1109.5800
6.00"
2.58 LAIN
0,4
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
TEST HOLE 23
OR ORGANICS
GM/SM SILTY SANDY
GRAVEL
GP SP SAND AND
/ GRAVEL
GM/SM
GP/SP
BOH
DATE PERFORMED: 18MAY2020
SOILS LOG - PERCOLATION TEST
SLOPE
Z
Q
J
n
W
W
W
WAS GROUND WATE'
ENCOUNTERED?
IF YES. AT WHAT
DEPTH?
DEPTH TO WATER A
MONITORING? r
DATE: 5 _
COMMENTS: Test hole excavated
PERFORMED BY: Pannone Engine
SOIL TEST RESULTS ANALYSIS
• PERCOLATION RATE 0.6 (minlinch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
•
TEST RUN BETWEEN 5.0 FT AND 6.0 FT.
• TEST RUN FOR OVER AN HOUR. LAST
THREE READINGS PROVIDED.
White Raven
ig Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE ENG SVC LLC (C.t. 1U88)
P.O. BOX 1807 Piih?ER, AK 99645
""" ,
s'�E OF q(gs,r
= ��P.' h9r
_.�:• •. %
Steven R. �oo�•� '
%. CE -8149 _
aFy
,.
WATER
DATE
7/27/2020
FOR SUBDIVISION
APPROVAL ONLY
READING
DATE
CLOCK TIME
LEVEL
NET DROP
NET TIME
flip[
DRAWN ACP
SOIL LOG
READING
PERMIT N0,
SHEET
28 OF 33
1
5/18/20
1129
3.00
---
---
2
1131.5
9.00
6.00"
2.5 MIN
0.4
3
1132
3.00
---
---
4
1135
9.00
6.00"
3 MIN
0.5
5
1136
3.00
---
---
6
1139.5
9.00
6.00"
3.5 MIN
0.6
SOIL TEST RESULTS ANALYSIS
• PERCOLATION RATE 0.6 (minlinch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
•
TEST RUN BETWEEN 5.0 FT AND 6.0 FT.
• TEST RUN FOR OVER AN HOUR. LAST
THREE READINGS PROVIDED.
White Raven
ig Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE ENG SVC LLC (C.t. 1U88)
P.O. BOX 1807 Piih?ER, AK 99645
""" ,
s'�E OF q(gs,r
= ��P.' h9r
_.�:• •. %
Steven R. �oo�•� '
%. CE -8149 _
aFy
,.
REVISIONS
DATE
7/27/2020
FOR SUBDIVISION
APPROVAL ONLY
PHONE (907) 745-8200FAX (907) 745-8201
OVERLOOK ESTATES ADDITION #3
EKLUTNA INC',
16515 CENTERFIELD DRIVE
EAGLE RIVER, AK 99577
EAGLE
REV 1: 1/28/21
SCALE
NTS
NOT FOR CONSTRUCTION
P.J.D. NO
DRAWN ACP
SOIL LOG
-,
PERMIT N0,
SHEET
28 OF 33
SOILS LOG - PERCOLATION TEST
TEST HOLE
24
OR
ORGANICS SLOPE
1 GM/SM
SILTY SANDY
a
SM
GRAVEL
2
3
SAND AND
GP
GRAVEL
4
Z
5
�
n
OR
ORGANICS
6
w
I--
in
SEE SITE PLAN
7
Li
8
LAJ
cn
9
10
11 GP/SP
12
13
WAS GROUND WATER
SLOPE
14
ENCOUNTERED? NO
15
IF YES, AT WHAT
16
DEPTH? N/A
SEE SITE PLAN
BOH
DEPTH TO WATER AFTER
DATE PERFORMED: 14MAY2020 MONITORING? n/a
DATE: 5/26/2020
WATER
READING DATE
LOCK TIME LEVEL NET DROP NET TIME
READING
MPI
7 5/14/20
1056 3.00 --- ---
2
1057.25 9.00 6.00" 1.25 MIN
0.2
3
1058 3.00 --- ---
q
1059.67 9.00 6.00" 1.67 MIN
0.3
5
1700 3.00 --- ---
6
7107.75 9.00 6.00" 1.75 MIN
SOIL TEST RESULTS/ANALYSIS
• PERCOLATION RATE 0.3 (min/inch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3.OFTAND4.GFT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY:
Pannone Engineering Services LLC, I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH
ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE ENG SVC, LLC C.I. 1088)
P.O. BOX 1807 PALPiER, AC 996}5
", ,
�E OF A(q''yt
REVISIONS
DATE
7/27/2020
FOR
SUBDIVISION
PHONE (907) 745-8200 FAX (907) 745-8201
,
_�? SF9',
REV 1: 1/28/21
SCALE
APPROVAL ONLY
OVERLOOK ESTATES ADDITION #3
EKLU TNA INC
"
, Steve R. ft.— ; %
CE-8149'
NTS
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
PERMIT No.
16515 CENTERFIELD DRIVE
SOIL LOG
EAGLE RIVER, AK 99577
SHEET
SHEET
29 OF 33
0.3
SOILS LOG — PERCOLATION TEST
TEST HOLE
25
OR
ORGANICS SLOPE
LEVEL
1 GM
SILTY SANDY
MPI
GRAVEL
READING
2
7
5/74/20
3
3.00
---
---
4
z
1025.83
9.00
Q
0.83 MIN
0.1
GP/GM
1026
3.00
5
W
4
W
9.00
6.00"
6
V)
SEE SITE PLAN
7
3.00
---
---
W
7 030.25
9.00
w
2.25 MIN
0.4
8
Ln
OR
ORGANICS
9
10
11 GP/GM
12
13
WAS GROUND WATER
SLOPE
14 SM/GM
ENCOUNTERED? NO
15
IF YES, AT WHAT
DEPTH? N/A
SEE SITE PLAN
BOH
DEPTH TO WATER AFTER
DATE PERFORMED: 14MAY2020
MONITORING? n/o
DATE: 5/26/2020
WATER
READING DATE
CLOCK TIME
SOIL TEST RESULTS /ANALYSIS
• PERCOLATION RATE 0.4 (min/inch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3.0 FT AND 4.0 FT.
• TEST RUN FOR OVER AN HOUR. LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH
ALLSTATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE ENG SVC LLLCC I. 1088)
""">>
REVISIONS
DATE
FOR SUBDIVISION
P.O. BOX 1807 PA SER, AK 99645
_'PSE• �.. A4�s,
-
"
Slcven R. Pannone
ce-8149
`
PI-IONE (907) 7,:5--8200 FAX (907) 745-8201
OVERLOOK ESTATES ADDITION #3
EKLUTNA INC
16515 CENTERFIELD DRIVE
REV 1: 1 /28/21
sCALE27/2020
NTS
APPROVAL ONLY
NOT FOR CONSTRUCTION
P.I.D.. NO
DRAWN ACP
PERNITwo.
SHEET -
SOIL LOG
EAGLE RIVER, AK 99577
s5a�I
"
30 OF 33
LEVEL
NET DROP
NET TIME
MPI
READING
7
5/74/20
7025
3.00
---
---
2
1025.83
9.00
6.00"
0.83 MIN
0.1
3
1026
3.00
---
---
4
1027.83
9.00
6.00"
1.83 MIN
0.3
5
1028
3.00
---
---
6
7 030.25
9.00
6.00"
2.25 MIN
0.4
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
TEST HOLE 26
OR I ORGANICS
SILTY SANDY
GRAVEL
SILTY SEAM
6.0'
BOH
DATE PERFORMED: 14MAY2020
SOILS LOG — PERCOLATION TEST
SLOPE
Z
Q
J
n
LLI
I --
(n
Lil
Lit
U)
WAS GROUND WATE
ENCOUNTERED?
IF YES, AT WHAT.
DEPTH?
DEPTH TO WATER A
MONITORING?
DATE: 5
COMMENTS: Test hole excavated
PERFORMED BY: Pannone Engine
SOIL TEST RESULTS/ANALYSIS
• PERCOLATION RATE 0.1 (minlinch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 4.0 FT AND S.0 FT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
White Raven
ig Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH
-LL 11-1 L
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
—
�1�i�1F�ONE ENG SVC LLC C.i. '90$$)
p P.O. 30X 1807 PALMER,�AK96 ..
PHONE (907) 745--8200 FAX (907) 7 8201
WATER
REVISIONS
DATE -_
7/27/2020
FOR SUBDIVISION
READING
DATE CLOCK TIME
LEVEL
NET DROP
NET TIME
MPI
P.I.D. NO
READING
SOIL LOG`a
1
5/14/20 955
3.00
---
---
2
955.33
9.00
6.00"
0.33 MIN
0.1
3
956
3.00
1 ---
---
4
956.5
9.00
6.00"
0.5 MIN
0.1
5
957
3.00
---
---
6
957.58
9.00
6.00"
0.58 MIN
0.1
SOIL TEST RESULTS/ANALYSIS
• PERCOLATION RATE 0.1 (minlinch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 4.0 FT AND S.0 FT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
White Raven
ig Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH
-LL 11-1 L
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
—
�1�i�1F�ONE ENG SVC LLC C.i. '90$$)
p P.O. 30X 1807 PALMER,�AK96 ..
PHONE (907) 745--8200 FAX (907) 7 8201
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`E-8149
{`
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REVISIONS
DATE -_
7/27/2020
FOR SUBDIVISION
REV 1: 1 28 21
/ /
APPROVAL ONLY
OVERLOOK ESTATES ADDITION #3
EKLUTNA INC
16515 CENTERFIELD DRIVE`
EAGLE RIVER, AK 99577
SCALE NTS
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
SOIL LOG`a
PERMIT N0.
SHEET
31 OF 33
SOILS LOG — PERCOLATION TEST
TEST HOLE
27
OR
ORGANICS SLOPE
1
SILTY SANDY
2 GM/SM
GRAVEL
3
4 OR
ORGANICS Z
Q
J
5 — SP
n
6
1W—
Un
SEE SITE PLAN
7
Lel
8
(lj
1,1
9
10
11 GP/SP
12
13
WAS GROUND WATER
SLOPE
14
ENCOUNTERED? NO
15
IF YES AT WHAT
BOH
DEPTH? N/A
SEE SITE PLAN
DATE PERFORMED: 18MAY2020
DEPTH TO WATER AFTER
MONITORING? n/a
DATE: 5/26/2020
WATER
READING DATE
LOCK TIME LEVEL NET DROP NET TIME
READING
MPI
1 5/78/20
1301 3.00 --- ---
2
1304.83 9.00 6.00" 3.83 MIN
0.6
3
7305 3.00 --- ---
4
1370.75 9.00 6.00" 5.75 MIN
0.9
5
1311 3.00 --- ---
6
1317.5 9.00 6.00" 6.5 MIN
SOIL TEST RESULTS/ANALYSIS
• PERCOLATION RATE 1.1 (minJinch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 6.0 FT AND 7.0 FT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY:
Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH
ALLSTATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PAf�i' ONE ENG SVC LLC (C 1. 1088)
P.O. BOX 1807 PALPER, AK 9645
"" ,
_'ptE. OF 44qs',
- �. f ,
�''"
REVISIONS
REV i 1 /28/21
DATE
FOR SUBDIVISION
PHONE (907) 7+5-8200 Ai( (907) 745-8201
s
SCALe?/2020
APPROVAL ONLY
OVERLOOK ESTATES ADDITION #3
EKLUTNA INC
- 9
'"""" t'"'"'
... "".. "....,
i'g-- Sf—e RB1ft—neCE-
NTS
NOT FOR CONSTRUCTION
P.I.D.. NO
-
DRAWN ACP
PERtd IT N0.
16515 CENTERFIELD DRIVE
SOIL LOG
EAGLE RIVER, AK 99577
�bESSC-
SHEET
32 OF 33
1,1
SOILS LOG - PERCOLATION TEST
TEST HOLE
28
OR
ORGANICS SLOPE
1 GM/SM
SILTY SANDY
GRAVEL
2
3 ` GP/SP
SANDY GRAVEL
R
ORGANICS Q
1.7
GM/SM,
1335
3.00
5
---
4
SP
1345
7.250
4.250"
6
W
5
1345
E--
U�
SEE SITE PLAN
---
7 GP/SP
6
1355
7.272
lLl
10 LAIN
2.4
8
L`J
V)
9
10
SM
11
12
13
WAS GROUND WATER
SLOPE
14
ENCOUNTERED? NO
15
IF YES, AT WHAT
BOH
DEPTH? N/
SEE SITE PLAN
DATE PERFORMED: 18MAY2020
DEPTH TO WATER AFTER
MONITORING? n/0
DATE: 5/26/2020
WATER
READING DATE
LOCK 71M LEVEL NET DROP NET TIME
READING
MPI
7 5/78/20
1324 3.00 --- ---
2
7 334 8.840 5.840" 10 MIN
SOIL TEST RESULTS /ANALYSIS
• PERCOLATION RATE 2.4 (minlinch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 2.0FTAND3.0FT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH
ALLSTATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE ENG SVC LLC C.O. 1088)
P.O. BOX 1807 PADJER, AK
"...
OF A7gs,r
REVISIONS
DATE
7/27/2020
FOR SUBDIVISION
REV 1: 1/28/21
99645
PHONE (907) 745-8200 FAX (907) 745-8201
-;PSE
_ �� . fyh
= tC 4 h
:. St-R:'P.-... '
g� CE -etas t=
APPROVAL ONLY
OVERLOOK ESTATES ADDITION #3
EKLUTNA INC
16515 CENTERFIELD DRIVE
SCALE
NTS
NOT FOR CONSTRUCTION
P.I.D. NO
DRAWN ACP
PERMIT N0.
SOIL LOG
EAGLE RIVER, AK 99577
1,mss+a'
SHEET
33 OF 33
1.7
3
1335
3.00
---
---
4
1345
7.250
4.250"
70 h11N
2.4
5
1345
3.00
---
---
6
1355
7.272
4-212"
10 LAIN
2.4
N\
SCALE:
1"=200
/ NWELL E
3.DATA TRurgER CHECKED
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RECORD DRAWING
5
I I
5
NOTES:
1. DATA PROMDED
N,.: .- u,.
::I. R-d
6
1.) TEST HOLES LOGGED BY PANNONE
7
ENGINEERING ON MAY 14,15,&18 2020
TRACTOR:
--------------------- ----------- _4:z
---------------
%
—co"
BY:
- — ----------------------------------------- -------- -------- ------------------
2.) GROUNDWATER WAS MONITORED ON
TITLE: ------
2. DATA TUrVERED
7
A/
MAY 26, 2020
SEPTIC
/SEPT_
RESERV
/
,AAEA
I WELL (E —WELL
3
COMPANY.
------- - ----
/ NWELL E
3.DATA TRurgER CHECKED
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57 882 SF I I I _4
54,966 SF
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