HomeMy WebLinkAboutDONALD C SCHROEDER #1 TR 4B Onsite File
Donald C
Schroeder # 1
Tract 4B
#050 - 521 - 25
(..4 .°
lIrR MUNICIPALITY OF ANCHORAGE ,,,,, ,;;
On-Site Water & Wastewater Program ��, 5�;1PO Box 196650 4700 Elmore Road �`IAnchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997
http://www.muni.org/onsiteALLI
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On-Site Water & Wastewater System Permit
Permit Number: OSP171156 Effective Date: 7/3/2017
Work Type: WellSeptic Upgrade Expiration Date: 7/3/2018
Tax Code Number: 05052125000
Site Legal Address: DONALD C SCHROEDER#1 TR 4B G:0263
Site Mailing Address: 25246 EAGLE RIVER RD, Eagle River
Owner: DEVINE BRADLEY W Lot Size in Sq Ft: 94009
Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 2
This permit is for the construction of:
El Disposal Field 0 Septic Tank ❑ Holding Tank 0 Privy El Private Well ❑ Water Storage
All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By: Date: 7d'5—/7
Issued By: -I u't p C jti c-Q Date: 7/3/20 1 7
Municipality oia Anchorage
1,,,!�LlII
P O. Box 196650 • 4700 Elmore Road
Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997
http:llwww.muni.orglOnsite
Development Services Division
On-Site Water and Wastewater Program
**** VARIANCE/WAIVER REVIEW ** **
Waiver#: OSV171061 COSA#: Permit#: OSP171156
PID#: 050-521-25
Legal Description: Donald C Schroeder#1 Tract 4B
Engineer: Garness Engineering Group
Applicant: Bradley and Karen Devine
Your request for a waiver of the required 50 feet horizontal separation from the absorption field
to an excessive slope has been approved. The approved separation distance is 25.0 feet. In
addition, your request for a waiver of the test hole presoak requirement has been approved. See
engineer's waiver request letter for justifications.
This waiver approval applies to the proposed absorption field only. Any future upgrade to the
on-site wastewater disposal system will require all separation distances be met or another
approval from this department.
❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this
waiver.
El Notarized letter(s) of nonobjection have been received from the owner(s) of the affected
adjacent property.
I1 Adjacent properties are not affected by this waiver.
Waiver is Granted: X Waiver is not Granted:
Date: '113061 1� 7 Approved by: &iC
n. .n * U
Name of Reviewer
**** VARIANC EIWAIVE R REVIEW ****
MUNICIPALITY OF ANCHORAGE
Community Development Department Phone: 907-343-7904
Development Services Fax: 907- 343-7997
On-Site Water & Wastewater Program
Mayor Dan Sullivan
On-Site Sewer/Well Permit Application
For A Single Family Dwelling
Parcel I.D. OcjD ' 6 2-k Z 5
Property owner(s) BRADLEY AND KAREN DEVINE Day phone 696-1432
Mailing address P.O. BOX 771776, EAGLE RIVER,AK 99577
Site address 25246 EAGLE RIVER ROAD, EAGLE RIVER,AK
Legal description (Sub'd, Block & Lot ) DONALD C. SCHROEDER#1; TRACT 4B
Legal description (Township, Section & Range)
Lot Size Sq.Ft. Number of Bedrooms 2
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING:
(®all that apply) Initial ❑ Single Family (SF)
Absorption Field ® ® (w/wo ADU)
Septic Tank ® Upgrade Duplex (D)
Renewal ❑
Holding Tank Multiple Dwellings n
Privy ❑ (SF and/or D)
Private Well
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR:
SLOPE WAIVER AND PRESOAK WAIVER Distance: 25 FEET
I certify that the above information is correct I further certify that this is in accordance with
applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
(Signature of property owner or authorized agent)
Permit/Rush Fees: %9 t 7 Waiver Fees: 215 J
Date of Payment: (P12-2-//7 Date of Payment: (0)2=-11 7
Receipt Number: (?GJ-i 1 i G. Receipt Number: bb((0 I G
Permit No. o' I l 1(51.0 Waiver No. O S✓/ I 1o '(
(Rev.01/11)
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GARNESS ENGINEERING GROLI', Ltd
CIVIL & ENVIRONMENTAL ENGINEERS
June 19, 2017
Municipality of Anchorage
Development Service Department
On-Site Water&Wastewater Program
4700 Elmore Road
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907) 343-7904
Ref: Proposed Well and Septic System Upgrade for Donald C. Schroeder#1; Tract 4B
To whom it may concern:
The existing 2 bedroom house is served by private well and septic system. The septic system is
undocumented and according to the owner, the well is not functional. The owners are requesting a new
well be drilled and a new septic system be installed. We have excavated two (2) test holes on the
property and have designed a new drainfield around the 30 foot radii of these test holes. We are
proposing that a new 1250 gallon STEP tank and 5-wide type drainfields be installed. The new well is to
be drilled in the area shown on the attached site plan and design drawings. Comments regarding the
design are summarized as follows:
1. SOILS AND PRESOAK WAIVER: See the attached logs which show the soil classifications,
groundwater monitoring, and the percolation test results. We are requesting to be include under the
proposed wastewater ordinance which allows only requires a presoak if the initial 30 minute reading has a
drop of less than 1/2". The initial drop on both percolation test were greater than 2" and readings were
taken until 3 readings for each perk test were found to have the same drop. In short, we request the
presoak requirement be waived.
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system.
4. TOPOGRAPHY AND SLOPE WAIVER: The topography information was performed by ANTHC
surveying department and is shown on the attached site plan and design drawing. As can be seen on the
cross-section Detail Drawing A-A, there is a slope greater than 25% to the west of the proposed
drainfields. As can be seen on the scaled detail drawing, the 25% imaginary line starting 2.5 feet above
the proposed distribution line daylights approximately 40 feet downhill from the drainfield. We are
requesting a 25 foot waiver be granted to any slope greater than 25%. To be conservative, we are
requesting to be include under the proposed wastewater ordinance which allows trench type drainfield to
be installed on up to 46% slopes. The area downhill of the drainfield is heavily vegetated and it is our
opinion that there is minimum risk with the granting of this waiver.
We are unawa - of any adverse impacts this installation would have on adjacent wells or septic systems.
If you have -n •uestions, please contact us at 337-6179. Thank you for your assistance.
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3701 E.Tudor Road,Suite 101 *Anchorage.AK 99507-1259
Ph: (907)337-6179 *Fax: (907)338-3246*Website: www.garnessengineering.com
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-. �+��s^`� � \\• PROPOSED WELL /� /
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NE4,SE4,SW4,NW4 ` / GROLL S/D / •• \ \
SERVED BY PRIVATE WELL AND / •
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SEPTIC SYSTEM.LOCATED ON ,•N\•,,...„.. y /' / \• \ \•
SOUTH HALF OF PROPERTY.NO / h / APPROXIMATE / `• \ �•
ENCROACHMENT CONCERNS ` / % CREEK LOCATION \1\`` ,\ •\``
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- / / / / DONALD C. •
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GARNESS ENGINEERING GROUP, Ltd
CIVIL&ENVIRONMENTAL ENGINEERS h •
3701 E.TUDOR ROAD,SUITE 101•ANCHORAGE,AK 99507•PHONE(907)337-6179•FAX(907)338-3246•WEBSITE:www.gamessengineering.com 00 .. •• •
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 4h t� : ie�•1�y •. a 'SS A.•u
CRW ENGINEERING GROUP, LLC 562-3252 1 OF 3 •�0�J,'• C1-79p,_, '��
PROJECT/LEGAL DESCRIPTION: DRAWN BY: ♦.♦�(��.••.••Fjf q•�•
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DONALD C. SCHROEDER S/D#1;TRACT 4B J.L.M. ♦ FQ •p'�r• ••• \, ♦�
TYPE OF WORK: DATE: ♦�41k `5,=;1
SITE PLAN FOR WELL AND SEPTIC UPGRADES 6/19/2017 #AECC884
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i. \. `` �` . \
GEG,Ltd.HAS A 8 PAGE SPECIFICATION -'690 ```*-```
O1 LETTER THAT PERTAINS TO THIS DESIGN.TO -- -'.
h 02 `` l,, OBTAIN A COPY OF THE LETTER CONTACT - \
' GEG.BY PROCEEDING FORWARD WITH THIS
, / �/1/ ��., INSTALLATION,THE ENGINEER,WELL DRILLER, -•„.,.._....;1'
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O/////i f i CONTRACTOR AND PROPERTY OWNER AGREE..
N O �O /f/ ,/,/,,,,,,/ / THAT THEY HAVE READ THESE �` `��.� `` `
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SPECIFICATIONS AND AGREE TO ACCEPT THE � . •• I
,5(,(,,(0„„ ,„„,,,,,, ,` TERMS AND CONDITIONS OUTLINED. • i.__mit
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COMPLETELY / / / / r ) i i 1 i i i / .`�� • •• `\ 1`\
DECOMMISSIONED PER /I/ / / / r , i i i 1 ` I i : � . a`.• ��*•a a `.5\\ `/ \\ \ \.
MOA WELL ORDINANCE //r / r / / i i i i 1 . .•••• ::',/.'.•. .\••, \..•l' \
AMC 15.55.060 /r r i / / i/ / i i � )i i I 1 • '•�� •\ \\ `� - `‘J S. `‘ \
�rirr �// // / / / / 1)i1 \`/ \ 4.••!••• •.i . 4%...4\� ? , NOTE:THERESERVE �`, \�,�\�,` \,
/r/r / f / r r )1 �\ 1 •' •:' :;• • ,t DRAINFIELD SITE SHALL ,J \
///// / /• / / / / i / / • , •.,. • 4 • '-Q�..• '!' ' , CONSIST OF REBUILDING \ \`/ \\ \`�
ill/i/ / / / / r lr r r l 1 . . THE DRAINFIELDS \ / ` `
PROPOSED DRAINFIELIti rte` / / /• / / I i 4 i' • ••�• /• SHOWN ON THIS DESIGN. I /( \ \\
,9�/ / / i / .•.r , • • •
DESIGN CRITERIA AND/�j t7F/1V / / /• // // / 5\A- ; f' •: ��, _ ':`%•` `.\ S. `� `� `�`
DRAWING,PAGE 3 / i i / / / / i iii ;•' •���? • \ ````�'''-••
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iirr i i // // / / INSTALL FOUNDA111011•:•- .•- • .: ``-._` ``•` •�/ `�1 \\ `\ �`�\\
/ /r / / / / r / CLEANOUT.EXACT LdCAXIOIO' .•' • • \V`� ` �\ \
rrr r l/I/ / / / / / / OF SEWER LINE EXITI4G-FHg a • ` •:.,•• ``�\ `( `` \ `�
Ill//i/i / / // / // / HOUSE IS UNKNOWN s• -•.•:••, . �-�\ \ •y `•` • \` \ `\
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.1 iiiili r/r/ / / c 11 ( MT `` . // \ \APPROXIMATE 100'
/1////,1/ r i \. / PROPOSED WELL.NEW \ SETBAI�K TO CREEK
SEE CROSS is/ r ` \ `� i \\ �.-- \ \
NI / •� \ '- \ / WATER LINE TO BE
SECTION rrrr \ `` \ ` ',•. ,. ``�_ N INSTALLED FROM WELL \
DETAIL A-A, Ill/ \ `\ \ \ ',ill' r I m m \ �\ S.
/hi `. :.���. `•. , x m x TO HOUSE.EXISTING ` \
PAGE 3 OF 3 i . \ `` \ / / \
\ \ \\ `\ ``�` OC 0 1 / WATER LINE LOCATION
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`\„• `<` / �._o (A O Z / IS UNKNOWN \\\ \\ \` \
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`\`\` \ \ \�`,\ \\ , `‘ ` ` pROF1096fy�US P TANK --
\ \\_� \ __ ' - -- ---___ DESIGN CRITERIA:
0,„\ `\\`\, `\
S. \ `__`�� NUMBER OF BEDROOMS: 2
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`\ `\ ii `_` L --------- _ aA-_`__ 670 GALLONS PER DAY(GPO): 300
\\\ \`\ \ `\\ i _ _ _ _ _ PERCOLATION RATE/S: 15-20 MINUTES/INCH /
\\\\`\\\\;` \� ` `� — ---
- _ PROPOSED APP.RATE: 0.6 GPD/SQ.FT.
\ \ \ \` `\ _ -- MINIMUM DRAINFIELD SQ.FT.. 500
` \` ` '>%4-, - DRAINFIELD DESIGN:
6,\\`\`\�\\�'\``\`\`� `_— �` - EXISTING UNDOCUMENTED SEPTIC SYSTEM. `66$ MAXIMUM DEPTH: SEE DETAIL DRAWING
,t,` ` \ \ \ \ \ \ - BELIEVED TO CONSIST OF SEPTIC TANK AND------
,
`\`\ ` \� \ �- WIDTH: 5 FEET
\\\`\;\` �, \\\-----SE-CITON-.._
CRO-S'3-___TRENCH TYPE DRAINFIELD.FOUND BROKEN----__
\ ._, LENGTH: SEE DETAIL DRAWING
SECITON__ STANDPIPE LAYING ON GROUND NEAR
NOTE:THE CONTRACTOR SHALL \`,_ DEpr B;k ' SOUTHWEST END OF TRENCH THAT IS SHOWN EFFECTIVE: 3-4 FEET
HAVE THE PROPOSED WELL I\\ `PA6R-3 OF 3-- EXISTING TANK TO BE DECOMMISSIONED PER R.F.: 0.50&0.58(LOWER TRENCH ONLY)
STAKED,THE 100 FOOT RADIUS, \ _ ACTUAL SQ-FT.: 512
\ \ ---_VPC AND TRENCH TO BE ABANDONED IN PLACE.-66n
AND THE WEST LOT LINE \`._ 5 • - - 60
--2/7---- — — ---7/
FLAGGED BY A REGISTERED _ _
LAND SURVEYOR PRIOR TO ANY \`\�_ - __ 5—5 `'a
CONSTRUCTION. \`\
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GARNESS ENGINEERING GROUP, Ltd r
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CIVIL&ENVIRONMENTAL ENGINEERS • I I_ •
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3701 E.TUDOR ROAD,SUITE 101•ANCHORAGE,AK 99507•PHONE(907)337-6179•FAX(907)338-3246•WEBSITE:www.gamessengineedng.com 0
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 r - - rey A. Gamess : ■
CRW ENGINEERING GROUP, LLC 562-3252 2 OF 3 #j�- r C 953 '_m
PROJECT/LEGAL DESCRIPTION: DRAWN BY: #•♦F,p.•.,�'I31f/-. .•k§�
DONALD C. SCHROEDER S/D#1;TRACT 4B J.L.M. ##FO ,,,,�U, ...**P� .�
TYPE OF WORK: DATE: LICENSE • ' OF`S`\ �••
DESIGN FOR NEW WELL AND SEPTIC UPGRADES 7/3/2017 (REVISED) #AECC884 J
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1.25'SCH.40 PVC PRESSURE DISTRIBUTION LINE CC
SEE ATTACHED OSI PUMPIORFICE CHART
MT MT Z
25'WAIVER REQUESTED TO ANY SLOPE GREATER THAN 25% 40EE
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2'INSULATION , 0
FILTER FABRIC O Z w N &
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DESIGN CRITERIA: CROSS SECTION DETAIL A-A SCALE: y Cis z4'
NUMBER OF BEDROOMS: 2 1'-5 L� 0,
GALLONS PER DAY(GPD): 300 I Z Z^
PERCOLATION RATES: 15-20 MINUTES/INCH y w-
PROPOSED APP.RATE: 0.6 GPD/SQ.FT. ~~ J?
MINIMUM DRAINFIELD SO.FT.: 500 1.25'SCH.40 PVC PRESSURE DISTRIBUTION LINE IMIM
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SEE ATTACHED OSI PUMP/ORFICE CHART MT Z l W
DRAINFIELD DESIGN: 1.25'SCH.40 PVC PRESSURE DISTRIBUTION LINEMT TH#2 M`_' Z
MAXIMUM DEPTH: 7.5'TO 9.0'(SEE DETAIL DRAWING B-B) SEE ATTACHED 051 PUMP/ORFICE CHART MPw Z$ ' Z
WIDTH: 5 FEET w
OU
LENGTH: 54'TOTAL(1 g 17',1®17',&1 g 20'(LOWER)) Z c's
EFFECTIVE: 3-4 FEET >;._
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REDUCTION FACTOR: 0.50&0.58(LOWER TRENCH ONLY) 2'INSULATION 2'INSULATION MmeZ^* I- 0
1.25'SCH.40 PVC PRESSURE DISTRIBUTION LINE �] �W
ACTUAL SQ.FT.: 512(170-UPPER+170-MID+172-LOWER) SEE ATTACHED OSI PUMP/ORFICE CHART FILTER FABRIC FILTER FABRIC WI
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2'INSULATION9' Cr
MAX.DEPTH W U3 w D-
FILTER FABRIC 0 LL
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8.5'MAX.DEPTH CA w
- ''I-_'� 4'EFFECTIVE ... _` = Z_
4'EFFECTIVE ::..::::::::: 3
T MAX.DEPTH z
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FES COVE SNE 1N'- 3'EFFECTIVE I X51 T LONG ui w Z 3 R
TING FROM2�5 5'WIDE BY f 10' 6+ P, oO pw
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LEVEL - ----- ------ 4, 1. ,• • r
ASSUMED GROUNDWATER ......_ `�,
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-- ------ PE LE$01LS OR_-- y A. Games '• •
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GROUNDWATER 11'ON 6!1412017 OF QST NO�SSNO I_M _ I.�j , C -79 3 ,'\
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00�°Mi- CROSS SECTION DETAIL B-B SALE ..‘9",••••, /•D•��yl_f,`!:••(��'`'�,�.=
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LICENSE PRO ESS\ �•'
#AECC884
Pump Selection for a Pressurized System
Parameters
70 . - - - -
Discharge Assembly Size 1.25 inches
Transport Length 15 feet f
Transport Pipe Class 40 f
Transport Line Size 1.25 inches 'l Pr300a
Distributing Va Are Modd None --
Max Elevation Lift 10 feel 60 . __
Manifold Length 25 feel _ i
Manifold Pipe Class 40 '_+--___,`
Manifold Pipe Size 1.25 inches , .
Number of Laterals per Cell 3
Lateral Length 16 feet 50
Lateral Pipe Class 40
Lateral Pipe Size 1.25 inches
Orifce Size 1/4 inches
Orifice Spadng 2 feet a
Residual Head 4 feet I
Flow Meter None inches F 40
'Add-on'Fridion Losses 0 feet t
Calculations _u
u
Minimum Row Rate per Orifice 1.55 gpm
Number Flow
f Orifices per Zone 27 30
TotaltabFloRate per Zone 42.0 gpm It I t
Number of Laterals per Zone 3 3
%Flow Differential 1d/Last Orifice 1.8 /G H
Transport Velocity 9.0 fps
20 ...r______.......>/ '
Frictional Head Losses
Loss through Discharge 12.4 feet
Loss in Transport 3.1 feet
Loss through Valve 0.0 feet ,
Loss in Manifold 1.4 feet 10
Loss in Laterals 0.2 feet _ , . .
Loss through Flowmeter 0.0 feet _ _
'Add-on'Friction Losses 0.0 feet
Pipe Volumes
Vol of Transport Line 1.2 gals 00 10 20 30 40 50 60 70
Vol of Manifold 1.9 gals Net Discharge (gpm)
Vol of Laterals per Zone 3.7 gals
Total Volume 6.8 gals
Size Pump For PumpData Legend
Design Flow Rate 42.0 gpm P15005 High Head Effluent Pump System Curve:—
Total Dynamic Head 31.1 feet 50 GPM
1/2HP, 115 10 Pump Curve:—
Pump Optimal Range.
Curve Intersedion:0
Design Point()
1111
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SOIL LOG - PERCOLATION TEST ; .% 7-7153 :„
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LEGAL DESCRIPTION: DOANLD C.SCHROEDER S/D#1;TRACT 4B �. <` lit i 1,4'54.
PERFORMED FOR: CRW ENGINEERING GROUP.LLC DATE: 6!612017 ++1' 3f S :••
DEPTH --rr- #LnEC 88NSE ��taaaa••
(feet) ';:::r:_ ORGANICS
1 —"f'�•.• LOAM (SM TEST HOLE #1
,:•,.'. . W/ ROOTS) SOIL CLASSIFICATIONS SITE PLAN
2 • �'_• .=:1.,t-2;.6-', GW i--- ORG
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ML
3 - I ,',_• 11;11 GMCL
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7 — DEPTH TO
1 ...• GROUNDWATER• DATE Q'
8 — . IT SEEPS @ 12' 6/6/2017
•
..•s• 11' 6/8/2017 SCALE
9 — • •• GM TO SM 11' 6/14/2017 1"=1O'
▪ •
• ••l•
DATE READING CLOCK NET TIME WATER LEVEL NET DROP
11 — • ••_' TIME (MINUTES) READING (INCHES)
I .•_.
12 — . 11•11'
6/8/2017 1 11:42 - 6" -
• ..•‘• 2 12:12 30 3-7/8" 2-1/8"
13 — • ••••, 3 12:12 6" -
• •,•l' 4 12:42 30 3-5/8" 2-3/8"
14 — 4, '•••
I • 5 12:42 6"
IP •••b
B.0.11. 6 1:12 30 4" 2"
15 — 7 1:12 - 6" -
16 — 8 1:42 30 4" 2"
9 1:42 - 6" -
17 10 2:12 30 4' 2"
18
PERCOLATION RATE 15 (MIN,/INCH) PERC. HOLE DIA. 6 (INCHES)
19 —
TEST RUN BETWEEN 3.5 FT. AND 4.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES • NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ERIK WIDGER
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG,Ltd. I,JEFFREY A. GARNESS,CERTIFY THAT THIS WAS PEI2FOMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: .''I I y /)-
...'\ --' OF +4,ff.
.. :***''''' ''' **
GARNESS ENGINEERING GROUP, Ltd - 49 ''. ' ' •
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•
am••••.= CIVIL&ENVIRONMENTAL ENGINEERS •0
37C1 E TUDOR ROAD,SUITE 101•.ANCHORAGE,NC 99507'PHONE{90713374179'FAX(907)33&3416'WEBSITE.*tw.q"Rwwenyow•Orc aom • •
♦ ' : 'J- '. yA. -m: s iti
SOIL LOG - PERCOLATION TEST 0 0 •• C -7953 ' `'`:
47
LEGAL DESCRIPTION: DOANLD C.SCHROEDER S!D#1;TRACT 48 •�ll "'•.,• A "1�•�"!,1" 4
PERFORMED FOR: CRW ENGINEERING GROUP,LLC •
•
DATE: 6!6!2017 f*f ESS\ 4*
DEPTH•--- ORGANICS #LAEC8 f�����♦����
(feet) • 1��: TEST HOLE #2
LOAM (SM
f::: : • W/ ROOTS) SOIL CLASSIFICATIONS SITE PLAN
0 • - I GW NMI ORG
3 _ ' • • UM GP 111111111M-
• • • II;111!II GM %// , CL `
4 II
- • • 67% GC NMI OL
• . • SW 111111111 MH Q`�
5— ' ' • SP //�. CH 4 "
II • • 10111IIiSM 6/ri� OH
6-
►icef-a, SC G`Z�
DEPTH
7 - ■ • • GROUNDWATOER DATEQ
8— ' • • 5
DRY 6/6/2017
• • •
DRY 6/8/2017 SCALE
9— • GM TO SM DRY 6/14/2017 1"=100'
10 - IP • •
• • •
11 — ' • • DATE READING CLOCK NET TIME WATER LEVEL NET DROP
• • TIME (MINUTES) READING (INCHES)
12 — II • • 6/8/2017 1 11:38 - 6" -
• • • 2 12:08 30 4" 2"
13 - el • 3 12:08 - 6" -
' • ` 4 12:38 30 4-1/2" 1-1/2"
8
14 — ' • 5 12:38 - 6" -
I •
• • 6 1:08 30 4-1/2" 1-1/2"
15 B.O.H. 7 1:08 - 6" -
16 — 8 1:38 30 4-1/2" 1-1/2"
17 —
18 —
PERCOLATION RATE 20 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19 -
TEST RUN BETWEEN 4.5 FT. AND 5.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES U NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY; ERIK WIDGER
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH,
PERFORMED BY GEG,Ltd. I,JEFFREY A. GARNESS,CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
[V~-W DRILLING, Inc.
P. O. Box 4-1224 · 1310C International Airport Road
(907) 274-4611
ANCHORAGE, ALASKA 99509
DRILLING LOG
.Use of Well
Location (address of: Township, Range, Section, if known; or distance main road
Size of casing. "i" .Depth of Hole . S-':L:? feet Cased to r-..-. ,- feet
Static water level X'u.. ft. ('i]~0~) (below) land surface. Finish of well (check one) open end (
Screen ( ); Perforated ( ).
);
Describe screen or perforation
Well pumping test at L gallons per ~)
of drawdown from static level.
(minute) for A hours with
ft.
Date of completion
Depth in feet from
ground surface
WELL LOG
Give details of formations penetrated, size of material, color and hardness
casin9 :?;l:ick tip
Organics
ilouider
TO. '
-7'i:avley ilard Pan & Cobbles
. ..:,r~-~.,.,_y aard Pan & Large ~obol .s
:. '4?TO'
~ ? ;TO.
-TO.
TO.
TO r
N%r\VA Ccr,,he Conh'acto~
Ccrgficnte No's. 814 & 973
2--STATE
M-W DRILLING, Inc.
P. O. Box 4-1224 · 1310C Interna'tional Airport Road
(907) 274-4611
ANCHORAGE, ALASKA 99509
DRILLING LOG
Use of Well
Location (address of: Township, Range, Section, if known; or distance main road
Size of casing. .Depth of Hole feet Cased to feet
Static water level ft. (above) (below) land surface. Finish of well (check one)
Screen ( ); Perforated ( ).
Describe screen or perforation
Well pumping test at gallons per
of drawdown from static level.
Date of completion
Depth in feet, from
ground surface
.... ,~-:~ .TO.
· .--'-~TO_
_._.7 TO
: ' .TO -':
.TO
.TO
.TO
.TO
.TO
TO
TO
open end (
(hour) (minute) for hours with.
WELL LOG
Give details of formations penetrated, size of material, color and hardness
!3edRock-~x~k.~
~edRoc!¢~Gre¥-Quar~z S~rinoers
~d Rock~-Broken _
);
ft.
' 2 -- STATE