HomeMy WebLinkAboutINDIAN VALLEY ALASKA LT 13 Endian Valley
Alaska
Lot 13
#090-031-33
Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON -SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP241092 PID Number: 090-031-33
Dwelling: IWN Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: FE-1 New ❑ Upgrade
Name
Kim Boehmer
ABSORPTION FIELD
❑Deep Trench nWide Trench ❑Bed El Mound
Site Address
135 Old Johns Road
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
Three (3)
1.0 GPD/SF
4.3 / 4.3 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
3,8 / 3.8 Ft
Gravel depth beneath pipe
0.5 / 0.5 Ft.
Subdivision Block Lot
Indian Valley Alaska 13
Fill added above original grade
1.9 / 1.7 Ft.
Gravel length
45 / 45 Ft.
Township Range Section
Gravel width
5.0 / 5.0 Ft.
Beds: Number of Lines
n/a
Distance between lines
n/a Ft.
SEPARATION DISTANCES
To
Septic
Tank
Absorption
Lift Station
Holding
Sewer
Total absorption area
450
Number of trenches
Two(2)
Dist. between trenches
4.0*
From
Field
Tank
Line
Ft2
Ft.
Well
> 100'
> 100'
N/A
N/A
>25
TANK 9 Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Greer
Capacity
1000 Gal.
Surface Water
> 100'
> 100'
N/A
N/A
Material
Plastic
Number of compartments
2
Lot Line
>5'
>10'
N/A
N/A
NA
Foundation
> 1 0'
> 1 0'
N/A
N/A
TION
ManufactZ
Capacity
Remarks Trenches listed north / south
Gal.
*Waiver requested
Alarm location
Electric Iled by
PIPE MATERIAL House to tank D3034 Tank to D3034
drainfield
Installer
Ground Breakers LLC
Drainfield D3034 CO/MTD3034
Inspector M. Jakubisin
BENCH MARK (Assumed elevation) 100 ft
Inspection 1-t 8/8/24 8/8/24
Location and description
dates: 2"d
Bottom of Siding @ A
3rd 8/9/24 4`n
ON -SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
Conditional Approval: Date
., .
Xt-' 00
'49TH
Septic System
Approved Date Z
Benjarriin Schiller
12592 +
``�r,F. C 017/24,•'*%\'Aw
AW
PROFESSO��®"
Note: this approval does not include well permit requirements.i���-.�
(Rev 05/02/18)
INDIAN VALLEY ALASKA LOT 13
PERMIT # OSP241092 PID # 090-031-33
60,
NEW WELL W/ 100
RADIUS
LOT,
DRIVEWAY
B
3-13DRM HOME
EXISTING DIRT ROAD
C
FC
NEW 1 000-GAL TH#2,4
SEPTIC TANK W1 20"
RAAKIIAIAV
SITE:
LOT 13 CAT IIIALTERNATE SYSTEM 20'
LONG X 5'WIDE 6"
EFFECTIVE DEPTH
(CONTOUR LINES
REMOVED DUE TO
INACCURACIES ON -SITE)
*jM.�.� �
WA
P!
r4w.
49TH
.... .......
Benja i Schiller
CE 2592
10117/24
wwafflM
0 30 60
i1N kIN —NEF—I FEET
1"=30'
A
LEGEND
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEAN(
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
INDIAN VALLEY ALASKA LOT 13
PERMIT # OSP241092
91.7
91.2-
91.7
91.2-
PID # 090-031-33
NORTH TRENCH C,4 N
0 �-- F- 0
02 97.4 FINISH GRADE 95.5 ORIGINAL GRADE 2 0
DRAINFIELD ROCK 91.7
MOA APPROVED SAND 91.2
45'
GROUNDWATER @ 85.0 7/2/24
82.5
cf) C,) SOUTH TRENCHvv
0 �- 0
02 97.2 FINISH GRADE 95.5 ORIGINAL GRADE 20
DRAINFIELD ROCK 91.7
MOA APPROVED SAND 91.2
45'
GROUNDWATER @ 85.0 7/2/24
82.5
PROFILE AS -BUILT
(NO SCALE)
— Mo
ow
01
'rH
.. ... ... . ......
.......... ..........
Benja Schiller
CE 12592
%Ik, PROFESSO
30'
30'
30'
30
'
15
0
'
15
0
'
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OHE
OHE
///
///
///
///
///
///
///
///
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E6'
32
'
18'
26.0'
30
.
0
'
10.1'
28
.
3
'
12.0'4.
0
'
22.1'
12.0'
28
.
3
'
10.0'
30
.
0
'
WORK ORDER No:DATE:SCALE:
DRAWN:
EL/ROL
CHECKED:
ROL
ZONING:
1"=40'Sep 4, 2025 TA
GRID No:FB BOOK/PAGE:
SW4456 176/2
SURVEY CERTIFICATION: Alaska Remote Imaging has conducted
a physical survey of the subject property, the improvements
situated thereon are within the property lines as shown.
EXCLUSION NOTES: It is the owners responsibility to determine
the existence of any easements, covenants, or restrictions
which do not appear on the Plat used for this survey.
NOTE: Under no circumstances should any data hereon be
used for construction or for the establishing of property lines.
PREPARED FOR:
Willowridge
ASBUILT SURVEY OF:
Found Rebar
Cleanout
Elec Meter
Robert O. Lumpkin
No. 10459
R
E
G
ISTEREDPROFESS IO N A L L A N D S URVEYOR
Lot 13, Block 1,
Indian Valley Alaska Subdivision (64-131)
Anchorage, Alaska
1.Bearings and distances are record per referenced plat unless otherwise noted.
2.Not all monumentation for this survey may be shown on this document.
3.Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey.
ALASKA REMOTE IMAGING
Surveying Mapping Land Planning LIDAR
6239 B Street, Suite 201, Anchorage, Alaska 99518
(907) 519-0339 survey@alaskaremoteimaging.comIMAGINGSURVEYING
DRAFTING
S U R V E Y I N G AL
A
S
K
A
Gas Meter
Power Pole
Guy Anchor
Septic Tank Lid
Water Well9/4/'25
UYE
E E R I N G
November 11, 2025
PO BOX 240773
ANCHORAGE, AK44524
522-7773
677-7766 (FAX)
FORGECIVIL.COM
MOA Development Services, On -Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Indian Valley Alaska —135 Old Johns Road
Waiver Request: Separation between fields
Dear On -Site Services Engineer:
During the installation of this septic system, the contractor installed the second trench at an angle
that caused one end of it to encroach on the required 6' separation between trenches. It seems that
this was done in order to better follow the contours on -site. Forge Engineering was present for the
inspection at the bottom of the first trench to verify soils, but did not measure the separation
between the trenches until after the second trench was backfilled.
The soils in all three test holes dug on the property are primarily sand and gravel, and for the most
part drain much quicker than 1 min/in. Only one test hole perked just barely slower than that. The
effluent from the trenches will primarily drain straight down below each trench after passing
through the sand filter that was installed below the trenches.
There will be little to no influence between the trenches, even with the reduced separation between
the ends of the two trenches. For this reason, we request a waiver for 4' separation between the
trenches on the one end.
Sincerely,
Benjamin Schiller, PE
Municipality
® \gilt S
I hgvn'tm -nt
P.O. Box 196650 0 4700 Elmore Road
Anchorage, Alaska 99519-6650 0 (907) 343-7904 0 Fax (907) 343-7997
http://www.muni.org/Onsite
Development Services Division
On -Site Water and Wastewater Program
* * * * VARIANCE/WAIVER REVIEW * * * *
Waiver#: OSV251054 COSA#: Permit#:OSP241092
PID#: 090-031-33
Legal Description: Indian Valley Alaska Lot 13
Engineer: Forge engineering
Your request for a waiver of the required 6 feet horizontal separation from field to field has been
approved. The approved separation distance is 4 feet.
This waiver approval applies to the existing fields only. Any future upgrade to the on -site
wastewater disposal system will require all separation distances be met or another approval from
this department.
Waiver is Granted: X Waiver is not Grante
Date: 1' 2 / ,Z Approved by:
Name 6f Reviewer
**** VARIAN C EMAIVE R REVIEW ****
Certified Drilling Log
DOC CO dba
BILL
PF
OULLIVAIN WATER WELLS
P.O. Box 670269, Chugiak, AK 99567 688-2759
OWNER OF LAND: Kim Elizabeth Boehmer
ADDRESS: 137 Old Johns Road Indian, AK
LEGAL DESCRIPTION Indian Valley Alaska Lot 13
DATE: 6-18-24
PERMIT NUMBER: OSP241092 DATE OF ISSUE: 5-29-24
TAX IDENTIFICATION NUMBER 09003133000
Is well located at approved permit location: ®Yes EJNo
Method of Drilling: ®air rotary Elcable tool
Depth of Well: 64'
Casing Type: Steel Wall thickness .250 inches
Diameter: 6 inches, depth C0 feet
Liner type
Static Water Level: 27 feet
Recovery Rate 40 ® gpm gph
Method of Testing Air
Well Intake Opening Type: ® open end open hole
Screened Start feet Stopped
Perforations Start feet Stopped
Grout Type: Bentonite Volume: 50 Ibs
Depth: from 2 feet, to 42 feet
Well Disinfected Upon Completion: ®yes Ono
Method of Disinfection: Chlorine 50 PPM
Comments:
Bore Hole Data
Depth
From To
0 2 Casing Stickup
2 4 Overburden
4 20 Boulders Silt & Gravel
20 40 Boulders Silt w/ Wet Gravel
40 64 Boulders Silty Gravel Water
Drillers Name: Cole Sullivan
ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority.
Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation.
MatSu Borough: Department of Environmental Conservation.
DOC CO dba
BILL & COLE
ULLIVAN WATER'
P.O. Box 670269, Chugiak, AK 99567 688-2759
www.sullivanwaterwells.com
Pump Installation Log
Well Drilling Permit Number: OSP 241092 Date of Issue 5/29/24
Parcel Identification Number: 09003133000
Legal Description Property Owner Name & Address
Indian Valley Alaska LT 13 Kim Elizabeth Boehmer
137 Old Johns Rd.
Indian, AK 99540
11 Pump Installation Date: 7/3/2024
11 Pump Intake Depth Below Top of Well Casing: 51 feet
11 Pump manufacturer's Name: Goulds
11 Pump Model: 10HS05412CL
Pump Size: 1/2 hp _..
Pitless Adapter Burial Depth: 11 feet ' ' -- 1�C, C00 00mL.
Pitless Adapter Installer: Unknown I'VO
II Pitless Manufacturer: Martinson
11 Disinfected Upon Completion? ® yes
II Method of Disinfection: Chlorine 50 PPM
II Comments:
11 Pump Installers Name: Sullivan Water Wells
I1/2t/ZIOZ2 -
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
Municipality of Anchorage
Community Development Department
On -Site Water & Wastewater Program
Legal Address: 13'7 01
Subdivision Block Lot /
T R � ~�"/ � ------ ------
Lot
On -site Water & Wastewater Program certified contractor performing the well decommissioning:
Signature
Company: '41 LUI�11 �Ijlq I �elr_ �V�2
Well decommissioning date: Method of decommissioning: AMC 15:55.0601-1 a, F� b. [I c.
Location: Use the space below to provide a drawing of the property showing the following items;
w North Arrow
• Decommissioned well,
• Other water wells onthe property,
• Two separate swing -tie distances for each well shown inthe drawing,
Note: The swing -tie distances shall be measured from either permanent structures of property corners.
pe'm` \
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r~
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x
/
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MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Water & Wastewater System Permit
Permit Number: OSP241092
Work Type: WellSeptic Initial
Tax Code Number: 09003133000
Site Legal Address: INDIAN VALLEY ALASKA LT 13 G:4456
Site Mailing Address: 135 OLD JOHNS RD, Indian
Owner: BOEHMER KIM ELIZABETH
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
5/29/2024
5/29/2025
66838
21 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
Special Provisions:
Submit a Well Decommissioning Log from a certified pump installer or well driller stating that the well was
17
decommissioned per code.
3
4
P4 C' r n—r'-t- ry
i /� C, L> t ad �S t <. . a r a t t f v ;tea f2
I / F
eti
Received By:
C C—
Date:
Issued By:
Date:
MUNICIPALITY OF
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
ANCHORAGE
Phone: 907-343-7904
Fax: 907-343-7997
ON -SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 090-031-33
Property owner(s) Kim Boehmer
Mailing address 7921 Byron Drive
Site address 135 Old Johns Road
Day phone
Legal description (Sub'd., Block & Lot) Indian Valley Alaska Lot 13
Legal description (Township, Range & Section)
Lot Size 66,838 _Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(N all that apply)
Absorption Field
FX
Initial FX
Single Family (SF)
FX
(w/wo ADU)
Septic Tank
X
Upgrade F
Duplex (D)
F
Holding Tank
F
Renewal F
Multiple Dwellings
F]
Privy
F
(SF and/or D)
Private Well
FX
Water Storage
F
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
LPerm)iRush Fees:
Date of Payment:
Receipt Number: 036 cyip
Permit No. 05P Z4, no] Z
PermitApp 14
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
PO BOX 240773
ANCHORAGE, AK 99524
522-7773
677-7766 (FAX)
FORGECIVIL.COM
July 19, 2024
MOA Development Services, On -Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Indian Valley Alaska —135 Old Johns Road
Septic system design
Dear On -Site Services Engineer:
The owner of the above lot intends to build a 3 -bedroom home on the property with a new well
and septic system. The attached site plan identifies the location of the home and existing conditions
as well as the proposed well, septic location and alternate site. No conflicts exist between this
proposed system and any other well or septic system, whether on this lot or adjacent lots. The
existing well will be decommissioned and a new well drilled. Records indicate that there was no
previous septic system on the lot, and we assume the old cabin was served by an outhouse or privy.
The ground surface on the lot slopes mildly toward the road, but drops off on the other side of Old
Johns Road. There are no slopes greater than 25% within 50 feet downslope of either the primary
or alternate site. Contours are shown on the site plan showing the grade and direction of flow.
Stormwater drainage will not impact this septic system. The new trench will be constructed
somewhat perpendicular to contours. We have designed the system to ensure the entire field is in
receiving soils, while still retaining separation from bottom of test hole.
Wells on this and adjacent lots are shown. The new system will be a minimum of 100' from all
wells and surface water, and more than 5' away from the septic tank. The alternate site is located
more than 6' away. Please refer to the attached test hole logs, plan and profile pages for the septic
design. If this design is followed, there will be no adverse impacts to adjacent properties.
Sincerely,
Benjamin Schiller, PE
INDIAN VALLEY ALASKA LOT 13
a6 _
PROPOSED WELL ; . �114/
W/ 1 00'RADIUS . NT
s
`M
. sFn�F
EXISTING-WEV LL TO BE
DRIVEWAY
LOT 1.. 1 DECOMMISSIONED
r
I� � t
3-BDRM HOME
e
a-�ot,1
F 1
FCO 1� TH#21
Co . , T_H#1 f
MT
M • i MT``,_ r /
• 2C0 f /
1000-GAL SEPTIC
TANK W/ 20" MANWAY FS
LOT 13z
2x 45' LONG x 5' WIDE, 6" EFFECTIVE'
DEPTH ABSORPTION TRENCHES
INSTALLED PERPENDICULAR TO CO TH#4 s
s
1
SLOPES.
ALTERNATE SITE: Q�
` CAT WIDE 6" TEM 20IVONG X 5' I
DEPTH ICo
EXISTING DIRT ROAD
NOTE:
NO SLOPES >25% WITHIN 50' OR.SURFACE WATER WITHIN 100, OF THE
GE '
PROPOSED SEPTIC -SYSTEM 4 x • ` /
ENGINEERING - .. .. I -
��`,`.�� ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY
..� aARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC SYSTEMS. LEGEND
'''99 CO - CLEANOUT
AW
,p' • • • • •- i� T
T Y PT T X NO EXISTING SEPTIC SYSTEMS ON HIS LO
j* :� • 2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
�•• ••• • SEPTIC PLAN
• ......• • FS - FLOW SPLITTER VALVE
• MH - MANHOLE
Benja i Schiller /
�r PF•• CE 2592 ��,,r0 30 60 - MONITORING TUBE MT
� Diana FEET
FEET SV
t`F- SEPTIC VENT
i�pROfES510NP� r A _
�1II-30' TH -TEST HOLE
INDIAN VALLEY ALASKA LOT 13 c)
DESIGN FACTORS: SYSTEM REQUIREMENTS:
450 GPD PEAK FLOW 5—WIDE TRENCH SYSTEM W/ SAND FILTER
PERK RATE: <1 MIN/IN 1000—GAL SEPTIC TANK
APPLICATION RATE: 1.0 GPD/SF
450 GPD / 1 GPD/SF (/ 5' WIDE * 1.00 RED FACTOR [6" DEEP]) 90' TRENCH REQUIRED
(2x 45 LF SPECIFIED)
BOTTOM OF TRENCH: 4.5' BELOW GRADE MAX, 1.0' BELOW GRADE (MIN)
FLOW LINE ELEVATION: 3' 6" BELOW GRADE
(SHALLOWEST TRENCH SECTION)
PROVIDE ADDITIONAL FILL TO
ACCOUNT FOR SETTLEMENT
; s'
' GEOTEXTILE FABRIC
2'
.. _ 7 w ._ _ _.. _. . _ ; ..__< _a 2" FOAM INSULATION
G.
91
4" PERFORATED PVC (HOLES D
2' DRAINFIELD ROCK
2' MOA APPROVED SAND
5'
MAX 4.5' FROM GRADE
HIGH ^'
TYPICAL TRENCH SECTION __;-Z=MxlkU,
(NO SCALE)
NOTES:
1. GRADE AREA OVER TRENCH TO DRAIN AWAY
2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2'
WITH 2" OF INSULATION
3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY
E
, N G
�b•'•.9)
..........
• ' • • • Benja ' Schiller • '
�'F�•.. CE 125927/8/24
SOILS LOG AND PERCOLATION TEST
E N G I N E E R I N G
LEGAL DESCRIPTION: INDIAN VALLEY ALASKA LOT 13
PERFORMEDFOR: WILLOW RIDGE CONSTRUCTION
DATE: 5/3/2024 PARCEL ID#: 090-031-33
DEPTH TEST HOLE 1
(feet)
l
L
1
1
1
1
1
1
1
1
1
1
aPERC TEST LOCATION
GW (SANDY GRAVEL W/
COBBLES AND BOULDERS)
NO WAS WATER ENCOUNTERED?
- IF YES @, WHAT DEPTH?
NONE DEPTH TO WATER AFTER MONITORING
5/10/202/1 DATE OF MONITORING
DATE
READING
START TIME
NET TIME
(MINUTES)
DEPTH TO
WATER
(INCHES)
NET DROP
(INCHES)
5/3
1
11:23
0:06
1 �0
7 16
6 0
2
11:23
0:06
110
7 s
60
3
11:23
0:07
1 �s
7 -s
6 0
4
11:23
0:08
1 10
7-1
6 0
5
11:23
0:08
1 is
7 s
6 k
6
11:23
0:10
1 100
7 -s
6 -s
PERCOLATION RATE: 0.02 (MIN/INCH)
COMMENTS: USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
SITE PLAN
TECHNICIAN: J . OPH E I M
DEPTH
(feet)
1
2
3
4
5
6
7
8
9
1
1
1
1
1
1
1
1
1
1
�T SOILS LOG AND PERCOLATION TEST
E N G I N E E R I N G
LEGAL DESCRIPTION: INDIAN VALLEY ALASKA LOT 13
PERFORMEDFOR: WILLOW RIDGE CONSTRUCTION
DATE: 611212024 PARCEL ID#: 09 0 -031-3 3
TEST HOLE 2 1
ERC TEST LOCATION
1NDY GRAVEL W/
ES AND BOULDERS)
YES WAS WATER ENCOUNTERED?
1 2 ' IF YES @ WHAT DEPTH?
1 2 ' DEPTH TO WATER AFTER MONITORING
6/19/2024 DATE OF MONITORING
DATE
READING
START TIME
NET TIME
(MINUTES)
DEPTH TO
WATER
(INCHES)
NET DROP
(INCHES)
6/12
1
10:57
0:10
16
716
66
2
10:59
0:22
16
76
66
3
10:59
0:25
1.1
7 16
6 6
4
11:00
0:28
1 16
716
616
5
11:02
0:32
1 16
716
616
6
11:03
0:36
1 6
76
616
PERCOLATION RATE: 0.1 (MIN/INCH)
COMMENTS: USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
SITE PLAN
TECHNICIAN: J.OPHEIM
DEPTH
(feet)
1
2
3
4
5
6
7
8
9
1
1
1
1
1
1
1
1
1
1
�TE SOILS LOG AND PERCOLATION TEST
E N G I N E E R I N G
LEGAL DESCRIPTION: INDIAN VALLEY ALASKA LOT 13
PERFORMEDFOR: WILLOW RIDGE CONSTRUCTION
DATE: 6/25/2024 PARCEL ID#: 090-031-33
1 TEST HOLE 3
ERC TEST LOCATION
_TY GRAVEL W/
ES)
DATE
READING
START TIME
NET TIME
(MINUTES)
WATER
(INCHES)
NET DROP
(INCHES)
6/25
1
11:41
2:48
1 0
71s
6 0
2
11:44
3:47
1 16
716
616
3
11:47
5:34
116
716
61s
4
11:52
6:25
1 1s
7 0
6 0
5
11:58
8:49
1 1s
7 6
616
6
12:06
9:45
1 0
7-
6 0
PERCOLATION RATE: 1.6 (MIN/INCH)
SITE PLAN
YES WAS WATER ENCOUNTERED?
12 ' IF YES @ WHAT DEPTH?
10.5' DEPTH TO WATER AFTER MONITORING
7/2/2024 DATE OF MONITORING TECHNICIAN: J.OPHEIM
COMMENTS: USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
Cod Z
DEPTH
(feet)
1
2
3
4
5
6
9
1
1
1
1
1
1
1
1
1
1
SOILS LOG AND PERCOLATION TEST
E N G I N E E R I N G
LEGAL DESCRIPTION: INDIAN VALLEY ALASKA LOT 13
PERFORMEDFOR: WILLOW RIDGE CONSTRUCTION
DATE: 6/25/2024 PARCEL ID#: 090-03I-33
ZEST HOLE 4
ililli7=3
aPERC TEST LOCATION
GW (GRAVEL W/ COBBLES
AND BOULDERS)
NO WAS WATER ENCOUNTERED?
- IF YES @ WHAT DEPTH?
NONE DEPTH TO WATER AFTER MONITORING
7/2/2024 DATE OF MONITORING
DATE
READING
START TIME
NET TIME
(MINUTES)
DEPTH TO
WATER
(INCHES)
NET DROP
(INCHES)
6/25
1
12:32
0:05
1 1s
7 s
6 0
2
12:32
0:06
11s
70
6
3
12:33
0:05
1 0
7 0
616
4
12:36
0:04
116
716
61s
5
12:37
0:04
1io-6
716
60
6
12:37
0:04
11s
716
616
PERCOLATION RATE: <1.0 (MIN/INCH)
COMMENTS: USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
SITE PLAN
TECHNICIAN: J.OPHEIM
On-Site Wastewater Disposal System Permit
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Permit Number: OSP131431
Tax Code Number: 09003133000
Work Type: Septic
Permit Effective Dates: November22, 2013 to November22, 2014
Design Engineer: GARNESS ENGINEERING GROUP LTD
Subdivision: INDIAN VALLEY ALASKA
Site Legal Address: INDIAN VALLEY ALASKA LT 13 G:4456
Owner/Address: BERRY JAMES B & CHLOE K
4540 TIMBERLUX CIRCLE ANCHORAGE AK 995164141
Site Mailing Address: 135 OLD JOHNS RD, Indian Lot Size in Sq Ft: 66838
Total Bedrooms: 2
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By: - Date:
Issued By: i~/-'~~ .___ '
Municipality of Anchorage
P.O. Box 196650 · 4700 Elmore Road
Anchoraqe, Alaska 99519-6650 · (907) 343-7904 · Fax (907) 343-7997
http:llwww.muni.or,qlOnsite
Development Services Division
On-Site Water and Wastewater Pro,qram
Department
**** VARIANCE/WAIVER REVIEW ****
Waiver& OSP131432 COSA#:
PID#: 090-031-33
Legal Description: Indian Valley Alaska Lt 13
Engineer: Garness EnRineerinR Group
Permit#: OSP131431.
Applicant: Jim Berry
Your request for a waiver of the required 10 feet horizontal separation from the absorption field
to the property line has been approved. The approved separation distance is 5.0 feet. In addition,
the tank is approved to be 2 feet from the property line.
This waiver approval applies to the proposed system 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.
[] Notarized letter(s) of nonobjection have been received from the owner(s) of the affected
adjacent property.
[] Adjacent properties are not affected by this waiver.
Waiver is Granted: X Waiver is not Granted:
t / Name of Revi~r
Rec~: 02379G Amount: $200.00 Date Paid:.11/8/13
**** VARIANCE/WAIVER REVIEW ****
MUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services
On-Site Water & Wastewater Program
Phone: 907-343-7904
Fax: 907- 343-7997
Mayor Dan Sullivan
Parcel I.D.
On-Site Sewer/Well Permit Application
For A Single Family Dwelling
Property owner(s) JIM BERRY
Mailing address MILE 103 SEWARD HWY *INDIAN, AK
Day phone 545-5426
Site address MILE 105 SEWARD HWY *INDIAN, AK
Legal description (Sub'd, Block & Lot) INDIAN VALLEY AK; BLOCK 1, LOT
Legal description (Township, Section & Range)
Lot Size Sq. Ft. Number of Bedrooms 2
, 13
APPLICATION IS FOR:
( ~]~11 that apply)
Absorption Field []
Septic Tank []
Holding Tank []
Privy []
Private Well []
Water Storage []
APPLICATION IS AN:
Initial []
Upgrade []
Renewal []
TYPE OF DEWELLING:
Single Family (SF) []
(w/we ADU)
Duplex (D) []
Multiple Dwellings []
(SF and/or D)
THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR:
DRAINFIELD TO LOT LINES & SEPTIC TANK TO LOT LINE Distance: 5 FEET & 2 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:
Date of Payment:
Receipt Number:
Permit No. 0'¢~'
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
(Rev. 01/11)
GARNESS ENGINEERING GROUP, Ltd.
.... CONSULTANTS & GENERAL CONTRACTORS
November 4, 2013
Municipality of Anchorage
Development Service Department
On-Site Water & Wastewater Program
4700 Elmore Rd.
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907) 343-7904
Ref: Proposed Septic Upgrade for Indian Valley AK; Block 1, Lot 12B & 13;
To whom it may concern:
The existing 2 bedroom house is served by a private well currently there is no septic system. We are
proposing to install a 1250 gallon S.T.E.P. tank and a dual 5-wide trench type drainfield. One test hole
was excavated on the property. The drainfield will be designed around the 30 foot radius of this test hole.
Comments regarding the design are summarized as follows:
1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the
percolation test results.
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: As can be seen on the attached design drawing the topography around the
drainfield is relatively flat. In short, there are no slope concerns.
5. LOT LINE WAIVER: Due to site constra'mts, we are requesting a five (5) foot lot line waiver from
the south & west lot lines to the proposed dminfield and a two (2) foot lot line waiver from the proposed
STEP tank to the south lot line. The owner of Lot 13 also owns Lot 12B (property to the west) and it is
currently vacant. The Seward Highway boarders the south of the lot as well. In short, there are no
concerns for the waiver request.
We are unaware of any adverse impacts this installation or the granting of these waivers may have on
adjacent wells or s~c systems. If you have any questions, please contact us at 337-6179. Thank you
for your assistanc?
3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering, com
INDIAN VALLEYAKa/
BLOCK 1. LOT 9/
/
I 100' WELL RAOIUS~
BLOCI~ 1, LOT 10
INDIAN VALLEY AK;
BLOCK 1, LOT 11
TURNAGAIN HOUSE
BLOCK 1, LOT
SCALE:
INDIAN VALLEY AK;
BLOCK 1, LOT 15
INDIAN VALLEY AK;
BLOCK 1, LOT 14
/
/
GAFtNESS ENGINEERING GROUP, Ltd
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
JIM BERRY 345-5426 1 OF 2
LEGAL DESCRIPTION: DRAWN BY:
INDIAN VALLEY AK; BLOCK 1, LOT 12B & 1,.3
'~YPE OF WORK:
SITE PLAN
IpRIMARY DESIGN CRITERIA: RESERVE DESIGN CRITERIA:
NUMBER OF BEDROOMS: 2 NOTE: THE CONTRACTOR NUMBER OF BEDROOMS: 2
GALLONS PER DAY (GPD): 300 gpd SHALL HAVE THE SOUTH & GALLONS PER DAY (GPD): 300 gpd
PERCOLATION RATE/S: <1 min/inch PERCOLATION RATE/S: <:1 Tin/inch
ALLOWABLE APPLICATION RATE: 1.0 WEST LOT LINES, AND ALL ALLOWAtSLE APPLICATION RATE: 4~.0
PROPOSED APPUCATION RATE: 1.0 WELL RADII FLAGGED BY A PROPOSED APPLICATION RAte: 4.0
MINIMUM DP~NFIELD SQ.FT.: 300 SQ FT REGISTERED LAND SURVEYOR MINIMUM ORAINFIELD SQ.FT.: 75 SQ FT
PRIMARY DRAINFIELD DESIGN: PRIOR TO CONSTRUCTION. RESERVE DRAINF[ELD DESIGN:
MAXIMUM DEPTH OF EXCAVATION: 5.5 PEET MAX MAXIMUM DEPTH OF EXCAVTION: 5.5 FEET MAX
WIDTH: 5 FEET WIDTH: 5 FEET
LENGTH: 2 @ SO PEET = 60 FEET ~ LENGTH: 15 FEET
M.O.A. APPROVED SAND FILTER: 2 FEET M.O.A. APPROVED SAND FILTER: 2 FEET
EFFECTIVE: 0.5 FEET ~ EFFECTIVE: 0.5 FEET
REDUCTION FACTOR: 1.0 REDUCTION FACTOR: 1.0
ACTUAL BQ.ET.: 300 ~ I ACTUAL SQ.FT.: 75
GEG, Ltd. HAS A 7 PAGE SPECIFICATION'¢~' ~/,
LETTER THAT PERTAINS TO THIS DESIGN. ~ Y~'~-4
TO OBTAIN A CORY OF THE LETTBR ~. ~.~.~,)~.~.~
CONTACT GEG. BY PROCEEDING FORWARD
WITH THIS INSTALLATION, THE ENGINEER,
WELL DRILLER, CONTRACTOR AND '~'-/
PROPEEq¥ OWNER AGREE THAT thEY ~ / ~
HAVE READ THESE SPECIFICATIONS AND /'
AGREE TO ACCEPT THE TERMS AND ~ / ~
CONDITIONS OUTLINED. / ~
// ~ ~
. PRoPoseD/ Xx /2 ///
/'~ ~.~/~ DRAINFIELDS -,~ / ~.&/") ~ / ~:~//
I ITP III,TH~,'/ (REQUIRES CAT II) /,./"N.
/ /
~¢2 SE GALLON ~ TAN~ AND CESSPO
, ,,~ ........ ~/ ~E DECOMMISSIONED PER il" = ~0'
mlbHVVAT / uPc. ~~ /
1701 E ~R ~. SU~ 101 ~CHO~E, ~ gg~7 * TONE (g07)~7-6179 * F~ (g~-3246 * ~ ....~a~ase~in~¢~
PREPPED FOR: J PHONE NU~"E~' m PAGE NUMBER' /
JIM BERRY 345-5426 2 OF 2
LEG~ DESCRIPTION: I D~WN BY'
f essiO~
SEPTIC SYSTE~ DESigN
(Rev. 01/05)
ISOIL LOG - PERCOLATION TESTI,'-
LEOAL DES*PT, ON: '"0'^" V^LL~ ^K S/* BLOOK 1, LOTS 12B * 13 ~'-':'*~~":"'~"
~ ~1/~ ~.
DEPTH ~ -- ...... XU%Y..,"~¢Ma'"'""¢,~/
:~Xc '~..~ SOIL CI~SSIFICAIIONS ~'-
;, :,:;":~<~"; ~ GW ...... ORG ' --...~o~...~-..
"-~!'-'.-,.~'.,? ~ ...... ..
' ......... ~.' '., ML
,., ,.:4'.,~;.; ]]~[~ GM CL /, t
~'. ~.~':~ ~: GC OL
:~,:::!:;.f.;~: GRADED ROCKS SP] OH
,;wC.-,.~:,,' & BOULDERS SC oo' WELL RADIUS,
7-- ~e.:.:,.,?~. DEPTH TO \
,L:.,,.,:;..'.;~J! GROUNDWATER DATE !. \ '-'-J ./~¢"',// /
.--,,..,.,-:
· >'-'~"~'~" 8.5' 10/17/1 3
:4¢~"~z~:. ~ §.0' 10/25/13
,
10 --
B.O.H-"~
CLOCK J NET TIHE I WATER LEVEL NET DROP
11 -- DATE READING TINE (HINUTES) READING (INCHES)
12-- 10/I7/2013
13--
14-- PERK HOLE ABSORBED 6" OF WATER IN LESS THAN 1 MINUTE, 4 TIMES
15--
16--
17--
18--
19-- PERCOLATION RATE <1 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES
TEST RUN BETWEEN .t.0 FT. AND 4.0 FT.
20-- -- A FOUR HOUR PRESOAK WAS PEREORHED: [] YES · NO
SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFOE2HED BY: ROB CAMPBELL
COPTNENTS:
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:J
/~
DEPTH TO
GROUNDWATER DATE
~.~' lO/17/~a
9.0' 10/25/13