PZ - Geotech ReportSITE
CONSULTING, LLC
Trilogy Development
Mr. Shawn Brownlee
9839 West Cable Car Street, #101
Boise, Idaho 83709
Post Office Box 190537 - Boise, Idaho 83719
site.consulting.idaho@gmail.com - 208-440-6276
Re: Geotechnical Feasibility Report
Gander Creek Development
South of McMillian Road and
West of McDermott Road
Meridian, Idaho
Shawn:
January 15, 2019
Page 1 of 12
File 19010-A
As requested, SITE has researched the feasibility of the above referenced
property being developed as a residential subdivision. The Ada County
Assessor's website confirmed the parcel numbers provided and provided
acreages for the four parcels.
Parcel #
Acres
_ _
SO432110450
43.86
SO432110565
42.25
SO432141800
16.95
SO432110500
6.43
TOTAL
109.5
Wells logs were reviewed on the IDWR website for the subject property.
Three well logs were located and are included in the Appendix. These well
logs indicate the static groundwater is 4-8 feet below the ground surface.
This information is in general agreement with our onsite research. Attached
are the preliminary test pit logs from our onsite exploration. Out test pits
were excavated after the end of the irrigation season and indicated
groundwater was encountered at 7 to 10 feet deep. The difference can be
assigned to irrigation impact.
Geotechnlca/ Services / Soil resting & /nspection Services
SITE
CONSULTING, LLC
Post Office Box 190537 - Boise, Idaho 83719
site.consulting.idaho@gmail.com - 208440-6276
SITE's research indicates this property can be developed as a residential
subdivision.
• Residential foundations, public right of ways, and stormwater
facilities can all designed to address shallow groundwater and fat
clay surface soils.
• Shallow groundwater will need to be addressed in civil design with
acceptable best management practices that allow shallow
groundwater. Structural filling of the property is also possible.
• Surface soil include fat clay, but these soils are typically shallow and
will be addressed by excavation and pavement section design in the
pavement sections and removal in the stormwater disposal areas. If
these soils are determined in the lab to be expansive, they will be
excluded from use as structural fill on building lots unless they are
stabilized. Clay soil may also hinder percolation of surface water
therefore proper grading and drainage will be important.
We look forward to assisting with your geotechnical needs as this project
proceeds to the design phase. A complete geotechnical recommendation
report with groundwater monitoring is underway and will be forwarded as
soon as labwork is completed. Should you have any questions or require
additional information, please contact our office at your convenience.
Respectfully subm
Bob J. Arnold, PE
SITE Consulting, L
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Geotechnical Services / Soil Testing & Inspection Seiy/ces
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SITE
CONSULTING, LLC
Post Office Box 190537 - Boise, Idaho 83719
site.consulting.idaho@gmail.com - 208-440-6276
AERIAL PHOTO
Google Earth
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Geotechnical Services / 5611 Testing & Inspectlon Services
t" ITC
CONSULTING, LLC Post Office Box 190537 - Boise, Idaho 83719
�,1 SITE site.consulting.Idaho@gmail.com - 208-440-6276
TEST PIT LOG
Test Pit:
TP -1
File #:
19010-A
Client:
Trilogy Development
Date Excavated:
12/4&5/18
Project:
Gander Creek
Excavated By:
Wood Brothers
Location:
NW Corner North Field
Logged By:
J. Meusch, PM - SITE
DEPTH
SOILS DESCRIPTION
feet '-----T-
1!2" 3/8" # 4
# 10 # 40 # 100
#200 %M LL PI
0.0-1.0
Brown, Moist, Firm, Sand, Clay, Silt
With Root Zone / Organic Layer 6-8"
1.0-3.0
Brown/Red, Moist, Firm, Sand, Clay, Silt
4.0-10.0
Brown/Tan, Moist, Firm, Sand, Gravel, Cobble
10.0
Bottom of Excavation
Ground Water Encountered @ 10.0'
Monitoring Well in Place
TEST PIT LOG
Test Pit:
TP -2
File #:
19010-A
Client:
Trilogy Development
Date Excavated:
12/4&5/18
Project:
Gander Creek
Excavated By:
Wood Brothers
Location.
Middle North Edge, North Field
Logged By:
J. Meusch, PM - SITE
DEPTH
SOILS DESCRIPTION
feet
1.0" 3/4" 1 1/2" 1 3/8" 1 # 4
# 10 # 40 # 100
#200 %M LL r PI
0.0-1.0
Brown, Moist, Firm, Sand, Clay, Silt
With Root Zone / Organic Layer 6-8"
1.0-4.0
Brown/Red, Moist, Firm, Sand, Clay, Silt
4.0-8.0
Red/Tan, Moist, Firm, Sand, Gravel, Cobble
8.0
Bottom of Excavation
Ground Water Encountered @ 8.0'
Monitoring Well in Place
TEST PIT LOG
Test Pit:
TP -3
File #:
19010-A
Client:
Trilogy Development
Date Excavated:
12/4&5/18
Project:
Gander Creek
Excavated By:
Wood Brothers
Location:
NW Corner North Field
Logged By:
J. Meusch, PM - SITE
DEPTH
SOILS DESCRIPTION
feet
1.0" 1 3/4" 1/2" 3/8" 1 # 4
# 10 # 40 1 # 100 1
#200 1 %M I LL PI
0.0-1.0
Brown, Moist, Firm, Sand, Clay, Silt
With Root Zone / Organic Layer 6-8"
1.0-4.0
Brown/Red, Moist, Firm, Sand, Clay, Silt
4.0-8.0
Brown/Red, Moist, Firm, Sand, Gravel, Cobble
8.0
Bottom of Excavation
Ground Water Encountered @ 8.0'
Monitoring Well in Place
Geotechnica/Services / Sol/ Testing & Inspection Services
\■
SITE
CONSULTING, LLC Post Office Box 190537 - Boise, Idaho 83719
site.consulting.idaho@gmail.com - 208-440-6276
TEST PIT LOG
Test Pit:
TP- 4
File #:
19010-A
Client:
Trilogy Development
Date Excavated:
12/4&5/18
Project:
Gander Creek
Excavated By:
Wood Brothers
Location:
Middle West Edge, North Field
Logged By:
J. Meusch, PM - SITE
DEPTH
SOILS DESCRIPTION
feet
1.0" 3/4" 1/2" 1 3/8" 1 #4
#10 #40 #100
#200 %M LL PI
0.0-1.0
Brown, Moist, Firm, Sand, Clay, Silt
With Root Zone / Organic Layer 6-8"
1.0-3.0
Brown, Moist, Firm, Sand, Clay, Silt
2.0
Bottom of Excavation
Ground Water Encountered @ 8.0'
Monitoring Well in Place
3.0-9.0
Red/Tan, Moist, Firm, Sand, Gravel, Cobble
9.0
Bottom of Excavation
Ground Water Encountered @ 9.0
Monitoring Well in Place
TEST PIT LOG
Test Pit:
TP -5
File #:
19010-A
Client:
Trilogy Development
Date Excavated:
12/4&5/18
Project:
Gander Creek
Excavated By:
Wood Brothers
Location:
Middle, North Field
Logged By:
J. Meusch, PM - SITE
DEPTH
SOILS DESCRIPTION
feet
1.0" 3/4"1 1/2" 1 3/8" 1 # 4
# 10 1 # 40 1 # 100 1
#200 1 °IoM I LL PI
0.0-1.0
Brown, Moist, Firm, Sand, Clay, Silt
With Root Zone / Organic Layer 6-8"
1.0-8.0
Red/Tan, Moist, Firm, Sand, Gravel Cobble
8.0
Bottom of Excavation
Ground Water Encountered @ 8.0'
Monitoring Well in Place
TEST PIT LOG
Test Pit:
TP- 6
File #:
19010-A
Client:
Trilogy Development
Date Excavated:
12/4&5/18
Project:
Gander Creek
Excavated By:
Wood Brothers
Location:
Middle East Edge, North Field
Logged By:
J. Meusch, PM - SITE
DEPTH
SOILS DESCRIPTION
feet
1.0" 3/4" 1 1/2" 1 3/8" 1 # 4
# 10 # 40 # 100
#200 %M LL PI
0.0-1.0
Brown, Moist, Firm, Sand, Clay, Silt
With Root Zone / Organic Layer 6-8"
1.0-4,0
Brown/Red, Moist, Firm, Sand, Clay, Silt
3.0
4.0-5.0
Brown/Red, Moist, Firm, Sand, Gravel, Silt
5.0-12.0
Brown/Red, Moist, Firm, Sand, Gravel, Cobble
12.0
Bottom of Excavation
Ground Water Encountered @ 12.0
Monitoring Well in Place
Geotechnical Services / Sofl Testing & Inspectlon Services
u,
/SITE
CONSULTING, LLC
Post Office Box 190537 - Boise, Idaho 83719
site.consulting.idaho@gmail.com - 208-440-6276
TEST PIT LOG
Test Pit:
TP- 7
File #:
19010-A
Client:
Trilogy Development
Date Excavated:
12/4&5/18
Project:
Gander Creek
Excavated By:
Wood Brothers
Location:
SW Corner, North Field
Logged By:
J. Meusch, PM - SITE
DEPTH
SOILS DESCRIPTION
feet
1.0" 3/4" 1/2" 3/8" # 4
# 10 # 40 # 100
#200 %M LL PI
0.0-1.0
Brown, Moist, Firm, Sand, Clay, Silt
With Root Zone / Organic Layer 6-8"
1.0-13.0
Red/Tan, Moist, Firm, Sand, Gravel, Cobble
"R"
Red/Tan, Moist, Firm, Sand, Gravel, Cobble
13.0
Bottom of Excavation
Ground Water Encountered @ 13.0
Monitoring Well in Place
TEST PIT LOG
Test Pit,
TP- 8
File #:
19010-A
Client:
Trilogy Development
Date Excavated:
12/4&5/18
Project:
Gander Creek
Excavated By:
Wood Brothers
Location:
Middle Southern Edge, N. Field
Logged By:
J. Meusch, PM - SITE
DEPTH
SOILS DESCRIPTION
Leet)
1.0" 1 3/4" 1 1/21' 1 3/8" 1 # 4
# 10 1 # 40 1 # 100 1
#200 1 %M I LL I PI
0.0-1.0
Brown, Moist, Firm, Sand, Clay, Silt
With Root Zone / Organic Layer 6-8"
1.0-4.0
Brown/Red, Moist, Firm, Sand, Clay, Silt
4.0-10.0
Red/Tan, Moist, Firm, Sand, Gravel, Cobble
10.0
Bottom of Excavation
Ground Water Encountered @ 10.0
Monitoring Well in Place
TEST PIT LOG
Test Pit:
TP- 9
File #:
19010-A
Client:
Trilogy Development
Date Excavated:
12/4&5/18
Project:
Gander Creek
Excavated By:
Wood Brothers
Location:
SE Corner, North Field
Logged By:
J. Meusch, PM - SITE
DEPTH
SOILS DESCRIPTION
feet
1.0" 1 3/4" 1 1/2" 1 3/8" 1 # 4
# 10 # 40 # 100
#200 %M LL PI
0.0-1.0
Brown, Moist, Firm, Sand, Clay, Silt
With Root Zone / Organic Layer 6-8"
1.0-4.0
Brown/Red, Moist, Firm, Sand, Clay, Silt
4.0-12.0
Brown/Red, Moist, Firm, Sand, Gravel, Cobble
12.0
Bottom of Excavation
Ground Water Encountered @ 12.0
Monitorin Well in Place
Geotechnical Services / Soil Testing & lnspectlon Services
til
SITE
CONSULTING, LLC Post Office Box 190537 - Boise, Idaho 83719
L site.consuBting.idaho@gmail.com - 208-440-6276
TEST PIT LOG
Test Pit:
TP -10
File #:
19010-A
Client:
Trilogy Development
Date Excavated:
12/4&5/18
Project:
Gander Creek
Excavated By:
Wood Brothers
Location:
NW Corner, South Field
Logged By:
J. Meusch, PM — SITE
DEPTH
SOILS DESCRIPTION
feet
1.0" 3/4"1 1/2" 1 3/6' # 4
# 10 1 # 40 1 # 100
#200 1 %M I LL I PI
0.0-1.0
Brown, Moist, Firm, Sand, Clay, Silt
With Root Zone / Organic Layer 6-8"
1.0-7.0
Brown/Red, Moist, Firm, Sand, Gravel, Cobble
7.0
Bottom of Excavation
Ground Water Encountered @ 7.0
Monitoring Well in Place
TEST PIT LOG
Test Pit:
TP -11
File #:
19010-A
Client:
Trilogy Development
Date Excavated:
12/4&5/18
Project:
Gander Creek
Excavated By:
Wood Brothers
Location:
NNE Corner, South Field
Logged By:
J. Meusch, PM - SITE
DEPTH
SOILS DESCRIPTION
feet
1.0" 1 3/4" 1 1/2" 1 3/8" 1 # 4
# 10 1 # 40 1 # 100
#200 1 %M I LL r PI
0.0-2.0
Brown, Moist, Firm, Sand, Clay, Silt
With Root Zone / Organic Layer 6-8"
2.0-7.0
Brown/Red, Moist, Firm, Sand, Gravel, Cobble
7.0
Bottom of Excavation
Ground Water Encountered @ 7.0
Monitoring Well in Place
TEST PIT LOG
Test Pit:
TP -12
File #:
19010-A
Client:
Trilogy Development
Date Excavated:
12/4&5/18
Project:
Gander Creek
Excavated By:
Wood Brothers
Location:
NE Corner, South Field
Logged By:
J. Meusch, PM - SITE
DEPTH
SOILS DESCRIPTION
feet
1.0" 1 3/4"1 1/2" 1 3/8" 1 # 4
# 10 1 # 40 1 # 100 1
#200 1 %M I LL T PI
0.0-4.0
Brown, Moist, Firm, Sand, Clay, Silt
With Root Zone / Organic Layer 6-8"
4.0-8.0
Brown/Red, Moist, Firm, Sand, Gravel, Cobble
8.0
Bottom of Excavation
Ground Water Encountered @ 8.0
Monitoring Well in Place
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ro
Geotechn/cal Services / Soil Testing & Inspection Services
S ITE
CONSULTING, Lac Post Office Box 190537 - Boise, Idaho 83719
site.consulting.Idaho@gmail.com - 208-440-6276
TEST PIT LOG
Test Pit:
TP -13
File #:
19010-A
Client:
Trilogy Development
Date Excavated:
12/4&5/18
Project:
Gander Creek
Excavated By:
Wood Brothers
Location:
Middle Western Edge, S. Field
Logged By:
J. Meusch, PM - SITE
DEPTH
SOILS DESCRIPTION
feet
1.01, 3/4"1 1/2" 1 3/8" 1 # 4
# 10 # 40 1 # 100
#200 1 %M I LL PI
0.0-2.0
Brown, Moist, Firm, Sand, Clay, Silt
With Root Zone / Organic Layer 6-8"
2.0-7.0
Brown/Red, Moist, Firm, Sand, Gravel, Cobble
7.0
Bottom of Excavation
Ground Water Encountered @ 7.0
Monitoring Well in Place
TEST PIT LOG
Test Pit:
TP -14
File #:
19010-A
Client:
Trilogy Development
Date Excavated:
12/4&5/18
Project:
Gander Creek
Excavated By:
Wood Brothers
Location:
Middle, South Field
Logged By:
J. Meusch, PM - SITE
DEPTH
SOILS DESCRIPTION
feet
1.0" 1 3/4" 1 1/2" 1 3/8" 1 #4
#10 #40 #100
#200 %M LL PI
0.0-4.0
Brown, Moist, Firm, Sticky, Sand, Clay, Silt
With Root Zone / Organic Layer 6-8"
3.0
Brown/Red, Moist, Firm, Sand, Gravel, Cobble
4.0-7.0
Brown/Red, Moist, Firm, Sand, Gravel, Cobble
7.0
Bottom of Excavation
Ground Water Encountered @ 7.0
Monitoring Well in Place
TEST PIT LOG
Test Pit:
TP -15
File #:
19010-A
Client:
Trilogy Development
Date Excavated:
12/4&5/18
Project:
Gander Creek
Excavated By:
Wood Brothers
Location:
Middle East Edge, South Field
Logged By:
J_ Meusch, PM - SITE
DEPTH
SOILS DESCRIPTION
feet
1.0" 3!4"1 1/2" 1 3/8" 1 # 4 1
# 10 # 40 # 100
#200 %M LL r PI
0.0-1.0
Brown, Moist, Firm, Sticky, Sand, Clay, Silt
With Root Zone / Organic Layer 6-8"
1.0-7.0
Brown/Red, Moist, Firm, Sand, Gravel, Cobble
3.0
7.0
Bottom of Excavation
Ground Water Encountered @ 7.0
Monitoring Well in Place
Geotechnical Services / Soil resting & Inspection Services
SITE
CONSULTING, LLC
Post Office Box 190537 - Boise, Idaho 83719
site.consulting.idaho@gmail.com - 208-440-6276
TEST PIT LOG
Test Pit:
TP -16
File #:
19010-A
Client:
Trilogy Development
Date Excavated:
12/4&5/18
Project:
Gander Creek
Excavated By:
Wood Brothers
Location:
SW Corner, South Field
Logged By:
J. Meusch, PM - SITE
DEPTH
SOILS DESCRIPTION
feet
1.0" 3/4"1 1/2" 1 3/8" 1 # 4 1
710 # 40 # 100
#200 %M LL PI
0.0-1.0
Brown, Moist, Firm, Sticky, Sand, Clay, Silt
With Root Zone / Organic Layer 6-8"
1.0-7.0
Brown/Red Moist, Firm, Sand, Gravel, Cobble
„R„
Brown/Red, Moist, Firm, Sand, Gravel, Cobble
7.0
Bottom of Excavation
Ground Water Encountered @ 7.0
Monitoring Well in Place
TEST PIT LOG
Test Pit:
TP -17
File #:
19010-A
Client:
Trilogy Development
Date Excavated:
12/4&5/18
Project:
Gander Creek
Excavated By:
Wood Brothers
Location:
Middle South Edge, South Field
Logged By:
J. Meusch, PM - SITE
DEPTH
SOILS DESCRIPTION
feet
1.0" 3/4" 1 1/2" 1 3/8" 1 # 4 1
# 10 # 40 # 100
#200 %M LL PI
0.0-1.0
Brown, Moist, Firm, Sand, Clay, Silt
With Root Zone / Organic Layer 6-8"
1.0-3.0
Brown/Red, Moist, Firm, Sand, Clay, Silt
3.0-7.0
Brown/Red, Moist, Firm, Sand, Gravel, Cobble
7.0
Bottom of Excavation
Ground Water Encountered @ 7.0
Monitoring Well in Place
TEST PIT LOG
Test Pit:
TP -18
File #:
19010-A
Client:
Trilogy Development
Date Excavated:
12/4&5/18
Project:
Gander Creek
Excavated By:
Wood Brothers
Location:
SE Corner, South Field
Logged By:
J. Meusch, PM - SITE
DEPTH
SOILS DESCRIPTION
feet
1.0" 1 3/4" 1 1/2" 1 3/8" 1 # 4
# 10 # 40 # 100 1
#200 1 %M LL PI
0.0-1.0
Brown, Moist, Firm, Sand, Clay, Silt
With Root Zone / Organic Layer 6-8"
1.0-2.0
Brown/Red, Moist, Firm, Sand, Clay, Silt
1.5
2.0-8.0
Brown/Red, Moist, Firm, Sand, Gravel, Cobble
„R„
8.0
Bottom of Excavation
Ground Water Encountered @ 8.0
Monitoring Well in Place
Geotechnical Services / Sol/ Testing & Inspection services
50
SITE
CONSULTING, LLC
Post Office Box 190537 - Boise, Idaho 83719
site. consulting. idaho@gmail.com - 208-440-6276
ADJACENT WELL LOGS
USETYPEWRITER OR State Of Idaho
BALL POINT ER Department([II C� `.'��'� f.
of Water Administration UUU
f
WELL DRILLER'S REPORT
State law requires that this report be filed with the State Reclamation Engined
within 30 days after completion or abandonment of the well. Deliarf e , _
1. WELL OWNER
Name t7-, ted
Address utiotia
7. WATER LEVEL erAdOinistrafX4
static water level_p_ feet below land surface
Flowing? ❑ Yes ❑ No G.P.M. flow
Temperature_ F. Oualily
Artesian closed -in pte-ra psi.
Controlled by ❑ Valve ❑ Cap ❑ Plug
Owner's Permit No.
2 NATURE OF WORK
(A New well ❑ Deepened ❑ Replacement
O Abandoned Idescribe method of abandoning)
8. WELL TEST DATA
EX Pump ❑ Bailer ❑ Other
c1l.h. oOAK Draw Down usPomDd
3. PROPOSED USE
IV Domestic ❑ Iniga km ❑ Test
O Municipal ❑ Irahsztrial ❑ Stock
9. LITHOLOGIC LOG 32069
0.1h wary
In.- From Tu Mi}0f1t Ym No
4. METHOD DRILLED
IK Cablo O Rotory ❑ Dug ❑ Other
ea
6. WELL CONSTRUCTION
Olametar of hole —L inches Total depth -1 p 17feet
Casing schedule: El Steel ❑ Concrete
Thldnoin DiamaFrom To
inches Inches ,#�_ feet feet
irdla inches feet _feet
inches incbes _ feet —feet
inches inches _ feet feet
inches inches feet _feet
Was a packer or seal used? ❑ Yes GI No
Perforated? ❑ Yes 8 No
How perforated? ❑ Factory ❑ Knife ❑ Torch
Size of perforation _ inches by_ inches
N.~ From To
perforations feet feet
perforations feet feet
pwomdons feet feet
Well screen Installed? O Yes Dd No
Manufacturer's name
Type Model No.
Diameter—Slotsize_ Setfrem feetto feet
Dia meter_ Slot size_ Setlrom feetto foot
Gravel packed? O Yes 01 No Size of gravel
Placed from fen to feet
Surface scall ❑ Yes ❑ No Towhatdapih tV feat
Material used In seal ❑ Cement grout IN Puddling clay
6. LOCATION OF WELL
Sketch map location must agree with written location.
N
1
�X W E
- --{--
S
County
Work started q� �d -7/ finished
11. DRILLEq'S CERTIFICATION
This well was drilled under my supervision and this report is
we to the best of my knowledge,
Dnllrlsor Firm's Name pp elf Nunlbe
Sec, 2 T. NIB, R._LChY
Addres
. If, %JZk-%1
Signed fiY 0-
E ADD nwnAL sheet s tF NECESSARY FORWARD THE WHITE, BLUE, AND PINK COPIES TO THE DEPARTMENT
R
Geotechnical Services / Sol/ Testing & Inspection Services
SITE
CONSULTING, LLC
Post Office Box 190537 - Boise, Idaho 83719
site.consulting.idaho@gmail.com - 208440-6276
6S
Form 230-7 IDAHO DEPA NT OF WATER RESOURMCEIVE
IIH7 OfficeLlseOnly -
WELLDRILLER'S REPORT Inspectedby
• R E 0 IE i - VE E d . FEB 16 p
Twp — Rge—_.ec
1. WELL TAG N0. D ® ib 0 �% 9 %� 114 1I4 _114
y�T�� RESOURCE
DRILLING PERMIT NO. 63-58' f)�r6g-� rr^ nr�1. WELL 1yR REG10 Lot: Long:
Other IDWR No. r -t+ 231994 ❑ Pump ❑ Bailer ❑Air owing Artesian.
2. OW ER: r.td g.ihole. D,..d... Pampiny
Water Re -}
Address_(a
city. State Zp$8&11g
- - 'Nater Temp. m We temp.
3. -LOCATION OF WELL -by legal description:
Sketch map location must agree with written location.
.N
Twp.__ North or South ❑
w K Rge. _-�_ East EIor West Put
`See. _3� —, 1 /4 y W 114 /{/E_114
Gov't Lot Coun9y� A -
Let: Long:. -
s
Add r ss of'well Site b12&3 up �
A Y L/ ; •G.+nA kAk g Gily—J&4
L1. 81k. Sub. Name
4. USE:
C(Oomeslic El Municipal
❑ Monitor
❑irrigation "
❑ hermal ❑,Inlection"
❑ Other
5. TYPE OF WORK check all
that apply
(Replacement etc.)
K No%r Well E7 Modily ❑
Abandonment
❑ Odle(
6. DRILL METHOD
❑ Air Rolery- able
❑ Mud Rotary
❑ Otter
7. SEALING PROCEDURES
SEAUFIVER PACK IAMOUNT I METHOD
WWW From T.- .Saatu or
((7P7OCCuntli
Was drive shoe used? �' ❑ N Shoe Deph(s)
Was drive shoe seal testedl Y❑ N He.? y'
8. CASINGILINER:
Di.�aler Fr.m To G.0 a Mal.ii.r C..ing Uner W.Ided ed.d .
f� O L✓ ❑
❑i ❑ ❑ ❑
❑ O ❑ ❑
Length of Hoadplpe Length of Tailpipe
9. : PERFORATIONSISCREENS .
Perforations ' Method
Screens Screen Type
From To Sm SI.. Nomb., Dtim.t., M.1.6.1 C..ing Liner
a ❑ 13. DRILLER'S CERTIFICATION
❑ ❑ W!a Lenity that all rria4num wall construction standards were Compiled with at -
Ll ❑ the time the rig ,rwaa`s removed.
Comearn Named 1
Water Quaff lest or comments: 's5 - -
A'r .- Ib Depth WWatEf Encounter
12. ITHOLOGIC LOG: (Describe repairs or abandonment) water
IDjaa I From I To I nemartrs: 11110109y, Water quality A Tomporature
Date:: Started ]Q=
10. STATIC.WATER LEVEL OR ARTESIAN. PRESSURE:
rt: below gfound --Artesian. pressure. S lb. "Firm Oftda
Depth' flow encountered�7 it, Describe access pot or and -
cornroi" devices: +y- DAWorOperator Date
(Sip o a Firm Ofw140p.r.m) -
FORWARD WHITE COPY TO. WATER RESOURCES -
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Geotechn/ca/ Services / So// Testing & Inspection Services
SITE
CONSULTING, LLC
Post Office Box 190537 - Boise, Idaho 83719
site.consulting.idaho@gmaii.com - 208-440-6276
Form 238-7L IDAHO DEPARTMENT OF WATER RESOURCES
W02 ,��1,� WELL�LtDRILLER'S REPORT
1. WELLTAG N0. D 3M:!�Q
DRILLING PERMIT NO.
Water Right or Injection Well No,
2. OWNER: %%�
Name &')v
Address c
C tyy�nv State Ztp_
3. LOCATION OF WELL by legal description:
You must provide address or Lot, Bik, Sub. or Directions to Well.
Twp. NorthV or South ❑
Rge. East ❑ e }?(
Sec. 1/4 114 f '114
Gov'I Lotiy
Lat., Lon
Address of Well Sites S �nYJ4L GIFY
- -- - .._.._may...—
�:.ruw.a ara. ae..:,ron:.rer..r..At
Lt. 81k. Sub. Name
4. USE;
Romeslic ❑ Municipal ❑ Monitor ❑ Irrigalton
❑Thermal ❑Injection ❑Other
5. TYPE OF WORK chock all that apply aceme alk j
O New Well ❑ Maddy ❑ Abandonment XOther
6. DRILL METHOD:
,4Air Rotary ❑ Cable ❑ Mud Rotary ❑ Other
7. SEALING PROCEDURES
Seal Malerlal1 Rum I To !%W&l Seal Pbccracnllf."
F
Was drive shoe used? !`� ❑ N Shoe Depih(s}
Was drive shoe sea] tested? ❑YIMN How?
8. CASINGILINER:
D'emeler Rom To 104.9.1 MaterYl I Casing Uner WCidud Thmaded
❑ ❑
❑ ❑ ❑ G
O ❑ ❑ ❑
Length of Headpipepi / L/�/ng cit o
Packer � 0 Type /�' o
9. PERFORA71ONSISCREENS PACKER TYPE
Perforation Method
Screen Type & Method of Installation
From To I SUSU. nu.,nber niemaw Mat dal Casing User
❑ ❑
❑ ❑
10. FILTER PACK
Filer Malarial Rom 7o Weght/vdurreI I'lacammi Method
11. STATIC WATER LEVEL OR ARTESIAN PRESSURE;
e. below ground Artesian pressure Ib.
Deplh [low encountered (1. DiTribe access port or control devices:
12. WELLTESTS:
❑ Pumo ❑ Bailer
Well ID No. rj0Et%`9`
Inspected by
Twp _ Rge Sec _
1/4 114 _114
Lae Long:
kytir ❑ Flowing Artesian
Water Temp. . -'�Ly— L Bottom bole
temp. _
Water O,gality test or comments: !?Ill 16 Al /.5
" fYn r,tS Depth first Water Encoumer
13. LITHOLOGIC LOG: (Describe repairs or abandonment) • Water
1'�Tl Fom I To I Remarks: Lithology,Water Quaefy&Temperature I Y I N
Completed Depth
Data: Started
14. DRILLER'S CERTIFICATION
IlWe certify that all minimum well construction standards were complied with of the
time Man, was oved.
Company Na rum No. Lf'TJ/
PrindpalOr2,a
and
Driller or Opera
Lr� Operator I Dale _
Principal Driller and Rig Operator Required.
Operator I must have signature of DralerlOporator IL
FORWARD WHITE COPY TO WATER RESOURCES
Nothing Follows
Gwtechn/cal ServiaeS / S011 Testing & InspeGff0n SOMIGOS
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