HomeMy WebLinkAboutT14N R1E SEC 33 SE4NW4,S2NE4,NE4SE4T14N RIE Section
33
NW4 SE4 NW4 S2
NE4 NE4 SE4
050-751-39
.�, Municipality of Anchorage - ^'
Development Services Department
Building Safely Division
\—
Onsite Water and Wastewater Program, 47CO Bragaw, St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 2
www.cl.anchorege.ak.us (907) 3417904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: SW070122 PID Number: 050-751-39
Ram Valley LLC
Wastewater System: ❑ New ❑ Upgrade
3527 North Point Drive, Anchorage AK 99502
ABSORPTION FIELD
r"10"a 907-248-0058 Nunes of eaorosma 1
[3 Deep T..ch O sMea. Tmich ❑ Bad p Mous O orar
WRabW
I" U*pat wo�"r�:
LEGAL DESCRIPTION
GPDIFII
Ft.
Block Lot S�.mon.
Dspet to pps Wfto f om w;lk l gmds
al Ospet asttsaat ppe:
SE4 NW4 S2 NE4 NE4 S4, T14N R1E Section 33
FI
T~. v T14N "'n°` R 1 E ..suit 33
Fi coded aoo+s onpn" pada
Gr.w L« pm'
FI.
FI.
Well: E] New ❑ Upgra
C." mOBt.
Nuroar of Inas.
owtot~t "r
a
Ft.
Ft
Cusysuttw (Pn.au A B. C)
Total DspFc
Caved W.
Total aosotpacn •
PWs Mwww:
Pl.
FL
FII
Dnlw
Data D�
Sta':<Wal«Lsval
Irw
Dste lnalslsd
FI
YiNa.
Pump rat"
"S" "`*.g`* Aso» cta.to
TANK
GPM
FI.
Ft
SEPARATION DISTANCES
❑ septic ❑ Holding ❑ S.T.E.P. ❑ Other:
To
Septic
Privy pit
Lift
HDldm
ublwPnvate
'a'""`i"'ap
ag 1T
From
Tank
Station
Tank
Sewer Line
Gr
M�tarW.
NuN,«d Cmnysu�nta
wall
none
swo"water
145
LIFT STATION
Lot uns
183
Gal
47'
'Putty °n' I" d
Fou dat
In
h
Pump Maks 6
urctl
E.sal Yupa,ona P-W—d by
rr
Culls n Dn
none
, t
BENCH MARK
Loutan.nd ampson.
Top of 3/16" steel plate on SW foundation post
e YLpt
100.00 FL
Engineers Stamp
q 6/21/08
Inspections performed by: Regan T. Brudie Dates: 1
2nd 6/28/08
Development Services Department Approval:
oFa..
Conditional Approval Date:
;*;<9= '•�r
,z*P
-30-!1q
`••....-
Date:
Reviewed and approved by'%
%�
1 -bedroom I
Benchmark: Top of 3/16' steel cabin
plate on SW foundation post.
Assumed elevation 100 feet.
I I deck a
Q
al
\
48"CMP
183
\ 51
\ �A 145
` C1eek
�a
Swing ties: PLAN VIEW
NW cabin comer to 48" CMP: 64.4' SCALE: 1" = 50' �a
SE cabin comer to 48' CMP: 71.4'
PROFILE VIEW
NOT TO SCALE cabin
benchmark
100.07 el.
original
grade
lop CMP
el. 88.91
,bottom al.54.91',•, •,•,•,•,•,•,•,•,•,•,•,•,•, •.'.'.'.•.'.'.'.'.'.'.'.'.'.'
•, perc test Iola
'. ra water et 82.9".'.'.'.'.'.'.•.'.'.'.'.'.'.•.'.•.'.•.•.•.'.'.'.'.'.'.'.'.'.'.'.'.
mineral soil ® excavation backfill ,•vvAv surface organic layer
Permit No. SW070122 '_�P�� pF AC�S/r
Parcel ID No. 050-751-39 ' ' 9 �� As -Built Inspection Report
49MH ; Earth Privy Pit
Scale: as noted ; . . ..... If Ram Valley LLC Property,
/ n T. Brudle• Q'
' 4i 0 Eagle River, Alaska
4 O''• NO CE -1028 ;
checked RT8
of r�J •9.2 7: o�Vti� _
t`4 SIDNALEN� _
Municipality of Anchorage
Development Services Department
Building Safety Division
mar On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196050 A tchorage. AK 99519-6650
Www.muni.orgfonsite
(907)343-7904
Soils Log - Percolation Test
Perfomled For. Ram Valley, LLC Date Perrom,ed: 6/22/08
Legal Description: 32751 Tawni Rd. Eagle River, AK Township, Range. Section: SE4 NE4 Sec 33, T14N R1E
Slope1 _ _ Site Man
Log of Privy Pit F77T--F—I
Depth
—' Organo nW (Pr) 48' CMP
4;•O SarMy GRAVEL with 5-15%YM
•o,Q (GW-GM)mdst. deme. Coram
coW" MM aMxders
---v Bottom of privy Pt
I • •` ProW pit wth melel rod to axrtrm
..i !., the aoaence of I&P bMAIMa
11
14-
15-
16-
17-
18-
19 -
COMMENTS
aaa�raaaaa�aaaa� ,
w:r w w:r r
WAS GROUND WATER
Date
ENCOUNTERED? No
Not Tare
Depth to Water
8
F YES. AT WHAT DEPT?
L
D"MIOWAWARw
O
P
1140"1toring?
e
■■■..
ONN
6122/08
12:10
0:30
15 -1/8"
5/8"
■
6/22/08
0
�■�■■
14 -112"
0"
privy pit
6122/08
FrAAFMEME
0:30
■■
WIT,
privy pit
6/22/08
12:49
0:00
14 -112"
000MUMMEME
privy pit
6/22/08
13:19
0:30
15 - 1/16"
9/16"
aaa�raaaaa�aaaa� ,
w:r w w:r r
WAS GROUND WATER
Date
ENCOUNTERED? No
Not Tare
Depth to Water
8
F YES. AT WHAT DEPT?
L
D"MIOWAWARw
O
P
1140"1toring?
e
Date: 6122/08
TP -1
Is
00
Reading
Date
Gross Time
Not Tare
Depth to Water
Net Drop
privy pit
6/22/08
11:40
0:00
14 -112"
0"
privy pit
6122/08
12:10
0:30
15 -1/8"
5/8"
privy pit
6/22/08
12:15
0:00
14 -112"
0"
privy pit
6122/08
12:45
0:30
15 -1/8"
WIT,
privy pit
6/22/08
12:49
0:00
14 -112"
D..
privy pit
6/22/08
13:19
0:30
15 - 1/16"
9/16"
PERCOLATION RATE D3.3 (mia,taaixl) PERC HOLE DUMETER D In.
TEST RUN BETWEEN 5 pT AND—6 FT
PERFORMEDBY: Regan Brudle and David Brailey I Regan Brudie CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 6122/08
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water& Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Date Issued: Jun 25, 2007
Expiration Date: Jun 24, 2008
Permit Number: SW070122 Parcel ID: 050-751-39
Legal Description: T14N R1 E SECTION 33 SE4 NW4 S2 NE4 NE4 SE4
Design Engineer: 0882 REGAN BRUDIE
Owner Name: RAM VALLEY LLC
Owner Address: 3527 NORTH POINT DRIVE
ANCHORAGE. AK 99577 -
Site Address: 32751 TAWNI ROAD
Lot Size: 6969600 SO. FT.
Total Bedrooms: 1 Permit Bedrooms: 1
This permit is for the construction of:
❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑✓ Privy ❑ Private Well ❑ Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ).
3. The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling
(907) 343-7904 ( 24 hours). ( Not required for a Water Supply Permit only).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
5. The following special provisions.
AFTER EXCATION OF THE PRIVEY PIT, A FALLING HEAD PERCOLATION TEST TEST WILL BE PERFORMED,
FOLLOWING MOA PROCEDURES. RESULTS TO BE SUBMITTED TO OUR OFFICE.
THE BOTTOM OF THE PIT WILL ALSO BE PROBED WITH A METAL ROD TO A MINIMUM OF 2' TO CONFIRM
THE ABSENCE OF LARGE BOULDERS.
Received By.
Date:
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
ON-SITE SEPTICIWELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 05-0 79-I sq n oo 1 3
Property owners) rV414A Vt1 t1 ►C
Mailing address ��7 WL
Site address 3E-75_1 1A W 11
Legal description (Sub'd, Block & Lot)
ZD
(phone U-19-Go5ve$
cod q`1SaZ
Code 4115_??
Legal description (Township, Section & Range) 5eA NW 5 !—NEwa-, IV F15E�1� 1 ( E
I r Sec.33'
Lot Size % ('fA- 6&0 Sq. Ft. Number of Bedrooms
11 1
THIS APPLICATION IS FOR (®all that apply):
Absorption Field
❑
Septic Tank
❑
Holding Tank
Privy
Private Well
❑
Water Storage
❑
THIS APPLICATION IS AN:
Initial X
Upgrade ❑
Renewal ❑
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: Waiver Fees:
Date of Payment: �� Date of Payment:
Receipt Number: 1�9 Receipt Number:
(Rev. 11105)
Regan Brudie, P.E.
1126 F Street
Anchorage, AK 99501
Junc 22, 2007
Mr. Dan Roth
Municipality of Anchorage
On -Site Water and Wastewater Program
4700 Bragaw Street
Anchorage, AK 99519-6650
Subject On -Site Septic Permit Application, Land Use Permit No. 06-E3239
Thar Dan:
As required by Anchorage Municipal Code, this transmittal provides an on-site septic permit
application for an earth privy (outhouse) on the Ram Valley LLC property located at 32751
Tawni Road, Eagle River, AK. Figure 1 shows the project location, Sheet 1 (attached)
provides a site plan, and Sheet 2 illustrates the earth privy design. The site is located in a
remote part of a 160 -acre parcel where the owners
intend to build a 1 -bedroom cabin (Figure 1). The
cabin will not have a well or running water, and
wastewater will be hauled offsite and disposed in
the municipal sanitary sewer system.
Large boulders have limited the depth of
subsurface exploration to about 8 feet. However,
several test holes confirm that the soil type is
relatively uniform, consisting of sandy gravel with
5-15% silt (see attached boring logs). Groundwater
was not observed in any of the test holes, and the
adjacent topography and stream hydrology suggest
that groundwater is at least 40 feet below grade. As
shown on Figure 2, the site is situated on a ridge
between Falling Water Creek and a dry ravine
about 300 feet northwest. Falling Water Creek is a
losing stream that flows between mid-Junc and late
September, sourced by meltwater from a glacier
about 2 miles upstream. The fact that the creek
remains dry from October through mid-June
indicates that the water table elevation is lower
than the creek bed. Because the water table is also
lower than the dry ravine to the northwest, it is
believed to be at least 40 feet below grade at
Figure 1. Project Location
M
Cross Section A -A'
2300
Expected water ouemse
2300
table akrvetion
F&Ihng Water
p Qap aa•
Geek
p
2200
♦ .
♦ . ♦
pry ravNa
♦ ♦ ♦ ♦ ♦
4.,
3100
6. p
� � Q u
2100
°
No Vertical Exaggeration
2280
A
- 2240
"
2220
2200
II'
to
1
<
m
Rr
180
FIS
2140
.1710'11
cads
tcreposedI
0
0 100 200 300
FEET A'
Figure 2. Hydrogeologic Cross Section A -A'
Topography from MOA Aerial Photographic Map, 1978
Mr. Dan Roth
June 22, 2007
Page 3
the project site (Figure 2)
Although bedrock was not encountered in any of the test holes, it is also expected to be at
least 40 feet deep. The depth to bedrock in two nearby water wells ranges from 90 to over
180 feet deep (Figure 1).
If subsurface boulders interfere with excavation of the privy pit the outhouse may be moved
slightly north or west. After excavation of the pit a falling head percolation test will
performed following MOA procedures, and results will be provided to your office. The base
of the pit will also be probed with a metal rod to confirm the absence of large boulders. If
results are acceptable, the outhouse will be constructed as shown on Sheet 2.
Because of the site's favorable soil conditions, its upland location, its adequate separation
from surface water and groundwater, and the large size of the parcel (160 acres), no impacts
are anticipated for adjacent properties, including wells, wastewater systems, reserved spaces,
and drainage. The site is adequate for an earth privy serving a 1-bedr000m, single family
dwelling.
Sincerel ,
R,anE < J I
Alaska Professional Engineer No. CE -10286
attachments
® Backhoe �oe test pi� -- 2320
B Soil boring with perc test
Proposed 2300 (i
cabin
— to
I I TP-1 0 — r v
4 x 5' outhouse 8 220 \ Ci
200 ft leach field 47.0
TH-2 I
\ TH-1 0 \ - / 188.7
64A R8.0 51.1� / 2260
\� TP-2 /149.6
2220
f
�P��OFA[ Disposal PeiWaste-
mi
waterr D s
Scale 1 in. = 50 feet : • �y ,� P
Ram Valley LLC Property,
Topography from MOA S * 9� .1 0i�! Eagle River, Alaska
Aerial Photographic Map, 1978. " .. .
� pnn T arid.
Nm cE-lam
checked RTB ri -4 I Pob
Sheet 1 of 2
A Section A -A' A,
Wind turbine
v
E
>U
S
OFA ��� Earth Privy Design
Ram Valley LLC Property,
Scale 1 in. = 4 feet *'�� Eagle River, Alaska
checked RTB aw,,,t T•{�� ud!
•• nn CE -IOM r ,-
,1's\ZONALC Sheet 2of2
ground
42 In. diameter
is
ted
OFA ��� Earth Privy Design
Ram Valley LLC Property,
Scale 1 in. = 4 feet *'�� Eagle River, Alaska
checked RTB aw,,,t T•{�� ud!
•• nn CE -IOM r ,-
,1's\ZONALC Sheet 2of2
Log of Test Pit TP -1
Ram Valley LLC Property
N
�
Soil Description
o
PT
_ _
=_=
Brown organic mat (PT), moist, soft
Tan SANDY GRAVEL with 5-15% silt (GW -GM), moist, dense.
GWI
as above, removed large boulder (3'x 4'x 5)
5
GM
D p
as above, brown
0.
a •O
Total depth Von June 16, 2006.
10
Test pit excavated using John Deere 35 excavator
Logged by D. Brailey, OilRisk consultants
Log of Test Pit TP -2
Ram Valley LLC Property
C
d
0
V
K
Soil Description
o
D
0
0
PT=—
Brown organic mat (PT), moist, soft
Tan SANDY GRAVEL with 5-15% silt (GW -GM), moist, dense.
4P'
Q.o'.
6
GW/
GM
as above, in-place boulders to 10 tons
5
Total depth 8' on September 28, 2005.
10
Test pit excavated using John Deere 750 dozer
Logged by D. Bralley, OIIRisk consultants
Municipality of Anchorage
Development Services Department
Buiding Safety Division
yr
On -SRO Water and Wastewater Program
4700 Sarat &agaw BL
P.O. Box 198850 Anchorage. AK 995/88850
www.muN.orgronsito
t907) 343-7904
Soils Log - Percolation Test
Perforned For Ram Valley, LLC Date Performed: 8120/06
Legat Desaiption: 32751 Tawni Rd, Eagle River, AK Township. Range, Section: SE4 NE4 Sec 33, T14N Rt E
slope _ _ __ _ _ Site Plan - - -
Log of Test Hole TH-1 'ITA1 STI ITI 1�
I=
I or9�metam
(OW- GRAVEL whos13%pt ,�
(OW -GM) p to i.1 horns. CaeYa
DOladen W b+0 brq. 50
TP -1 on eouldan N Y. Sams
ew tYDa paasM b!C M TP-+ arsl
TP -2
■NEEN■ii■
■NES
MR., SOME MEN
Reading
Date
0J D
Net Tore
Depth b Water
2260 2270 �ao
TH-1
amME
WAS GROUND
9
�EENEWdE
EN OLINIDtEED7�R No
ENI
NNIM
'
M,
s
10-
2.15'
PYES.ATNf1ATDEPIH9
TH-1
=0106
pPth to Rw a
11-
2.45'
Maeb�7 E
12-
8/20/06
Deb: 8/20-912/06
13
2.65'
1.23'
■NEEN■ii■
■NES
MR., SOME MEN
Reading
Date
Groes Time
Net Tore
Depth b Water
Net Drop
TH-1
amME
13:25
0:00
�EENEWdE
0.00'
ENI
NNIM
'
M,
■
WEEN
10:00
2.15'
0.73'
TH-1
=0106
13:45
20:00
2.45'
1.03'
c_•_•_rh•NNB.
8/20/06
13:55
30:00
2.65'
1.23'
TH-1
■NEEN■ii■
■NES
MR., SOME MEN
Reading
Date
Groes Time
Net Tore
Depth b Water
Net Drop
TH-1
8/20106
13:25
0:00
1.42'
0.00'
TH-1
8/20106
13:35
10:00
2.15'
0.73'
TH-1
=0106
13:45
20:00
2.45'
1.03'
TH-1
8/20/06
13:55
30:00
2.65'
1.23'
TH-1
1 8/20/06 1
14:05
1 40:00
1 2.79' 1
UT
TH-1
8120106
14:15
50:00
2.89'
1.4T
TH-1
8/20106 1
14:25
60:00
2.98'
1.56'
PERCOLATION RATE 9.5 pi,r4rA) PERC HUE DIAME = 8 In.
TESTRUNsETWEEN 2.89 FT AND 2.98 Fr
COML'CNTS
PERFORMEDer: Regan Brudie and David Brailey 1 Regan Brudie CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON TMS DATE. DATE:
TP -1
(10
Municipality of Anchorage
Development Services Department
aWding safely Division
a.y OnSile Water and Wastewater Program
4700 South Brag" SL
P.O. Boz 19WSO Antlwrage. AK 905196650
www.rtwN.org/orzdlo
(907) 340-7904
Soils Log - Percolation Test
Performed For Ram Valley, LLC Date Pateffnea: 8/20/06
Legal Description: 32751 Tawni Rd, Eagle River, AK Towmtdp. Rarpe, seam: SE4 NE4 Sec 33, T14N R1 E
Log of Test Hole TH-1
16-
COMMENTS
Organic mel (PT)
Sandy GRAVEL aAn 615%w
(GWGM)Moist. demo ca"W's
aaadm W w to ism.
Refusal m,aaden at 7. Same
aN type prssam Io r at TP -1 and
TP -2
100
so
Site Plan
TP -1
40
f) so 100
Reading
Data
Gross Time
Net Toe
Depth to Waler
Net Drop
TH-1
8120/06
14:30
0:00
■■/
0.00'
TH-1
ffi
14:40
10:00
2.24'
I
Am
■■
8120/06
MMIM
20:00
2.56'
1.06'
TH-1
8120/06
15:00
30:00
2.76'
1.26'
TH-1
8120/06
15:10
40:00
2.89'
1 1.39'
TP -1
40
f) so 100
Reading
Data
Gross Time
Net Toe
Depth to Waler
Net Drop
TH-1
8120/06
14:30
0:00
1.50•
0.00'
TH-1
8120/06
14:40
10:00
2.24'
0.74'
TH-1
8120/06
14:50
20:00
2.56'
1.06'
TH-1
8120/06
15:00
30:00
2.76'
1.26'
TH-1
8120/06
15:10
40:00
2.89'
1 1.39'
TH-1
8120/06
15:20
50:00
2.99'
1.49'
TH-1
8120/06
15:30
60:00
3.08'
1.58'
PERCOLATION RATE 9.8 0 e)
PERCNUEDM1ETER 81n•
TESTRu+aETv,EEN 2.99 Fr APD 3.08 FT
PERFORMED BY: Regan Brudie and David Brailey and David Brailey I Regan Brudie CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
Municipality of Anchorage
Development Services Department
auaddng Safety Division
y. Onsite Water and Wastewater Program
4700 South Bragaw SL
P.O. Box 198050 Anchorage. AK 90519-6650
www.muN.orgronsito
(907) 3117901
Solis Log - Percolation Test
P«lomred For. Ram Valley, LLC Date Performed: 8120106
Legal Desapi n: 32751 Tawni Rd, Eagle River, AK Township, Range, Section: SE4 NE4 Sec 33, T14N R1 E
SbPe I I U 1 1 1 saw. Plan
Log of Test Hole TH-2 100-
0190* mat (Pn
Sw*GRAVEL who 5-15% SM
(GW -GU) moist dense- Con1Wu
tionadws UP Io 10Iona.so-
ReNaal on tioetdea N m
T. Sae
NO MM Veewx b C at TP -1 amd
TP -2. --Ed
IT
�����w,'
IN MIME
TP -1
IP
100
Reading
Dab
Gross Tyne
Net rine
Depth to wales
Net Drop
TH-2
8/20/06
15:40
0
Mme►\
Mil\
W,
0.00'
TH-2
8120/06
15:50
10:00
I
MMM
■■
TH-2
8/20/06
l\MMM
20:00
2.50'
■■...■'.■■
TH-2
8120/06
16:10
30:00
2.69'
1.21'
'■■,M■■"I.
8120/06 1
16:20
1 40:00 1
2.83'
1 1.35'
TH-2
�M■"■.N
16:30
50:00
2.93'
1.45'
TH-2
8/20/06 1
16:40
60:00
3.01'
1.53'
IT
�����w,'
IN MIME
TP -1
IP
100
Reading
Dab
Gross Tyne
Net rine
Depth to wales
Net Drop
TH-2
8/20/06
15:40
0:00
1.48'
0.00'
TH-2
8120/06
15:50
10:00
2.17'
0.69'
TH-2
8/20/06
16:00
20:00
2.50'
1.02'
TH-2
8120/06
16:10
30:00
2.69'
1.21'
TH-2
8120/06 1
16:20
1 40:00 1
2.83'
1 1.35'
TH-2
8120/06
16:30
50:00
2.93'
1.45'
TH-2
8/20/06 1
16:40
60:00
3.01'
1.53'
PERCDIATIGN RATE 1()0_p�t PERC H=DIAMETER 81n•
TESTRMBETv*EN 2.93 FT AND 3.01 PT
COMMENTS
PERFORMED BY: Roman Brudie and David Brailey 1 Regan Brudie CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON TMS DATE DATE.
Municipality of Anchorage
Development Services Department
au"m Safety DMaion
On—Ue Water and Wastewater Program
4700 Satan Stag" BL
P.O. Box 196050 AnCbrage. AK 99519-6650
www.m rg.ar9ro to
(907)943-7904
Soils Log - Percolation Test
Performed Far: Ram Valley, LLC Date Perbmwd: 8120/06
Legal Deaapwn: 32751 Tawni Rd, Eagle River, AK TowrmNp, Rage, Becton: SE4 NE4 Sec 33, T14N R1 E
15-
16-
18-
Log of Test Hole TH-2
Orpraa "net (PT)
Sandy GRAVEL with 5-15% IM
(GWGM)moist. dwa Crean
bmAdws up b 1019m.
Reeael an brYdrs r 7. Sa"m
aoit lyp Dnurx b a'r TP -1 and
TP -2.
2260 2270 2280 2790
WAS GROUND
100
so-
NNUMEMENEFIN
Data
Grose Thne
Net Time
DepM to Water
Net Drop
TH-2
8/20/06
PP
0:00
ammugm.MM�iiii'm
0.00'
TH-2
8/20/06
17:00
10:00
2.14'
.■F.
■■
TH-2
•
1 a � , ::
M■■.
20:00
M■r■
TH-2
8/20/06
MN
30:00
2.65'
1.11'
MM
1 8/20106
'■■,M.■"�
1 40:00
1 2.77"
1 1.23'
TH-2
820/06
17:40
50:00
2.8T
1.33'
TH-2
0
0
EN000NrtxEo7 No
a
1F YES. AT WHAT DEPTH? L
DpMb WatwARr 0
P
taaabrYg7 e
Drat 8/20.9/2/06
60
TP -1
CP
160
'■.■■■■■.■■
MEN■ ENEI
MINNE'■ INE=
MM■ ...._ ■.■I
Reading
Data
Grose Thne
Net Time
DepM to Water
Net Drop
TH-2
8/20/06
16:50
0:00
1.54'
0.00'
TH-2
8/20/06
17:00
10:00
2.14'
0.60'
TH-2
8/20/06
17:10
20:00
2.45'
0.91'
TH-2
8/20/06
17:20
30:00
2.65'
1.11'
TH-2
1 8/20106
1 17:30
1 40:00
1 2.77"
1 1.23'
TH-2
820/06
17:40
50:00
2.8T
1.33'
TH-2
820/06 1
17:50
60:00
2.94'
1.40'
rcawuu"aAv NA"b l U.ti 1+6aes W) FERC HOLE DIAMETER t3 in,
TEST"eE1NEEN 2.87 FT APD 2.94 Fr
COMMENTS
PERFORMED BY: Regan Brudie and David Brailey I Regan Brudie CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON T}9S DATE DATE:
2290
2280
2270
2260