HomeMy WebLinkAboutMUNSON LT 2J
Municipality of Anchorage r ,, 1.1k,
Development Services Department
Building Safety Division 5.
On -Site Water and Wastewater Program, 4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page % of 2'
www.ci.anchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: SW a5Q3,P7 PID Number: 0S-9- Off -0'7
Name://
Wastewater System: New ❑ Upgrade
Address:
P0 60K M.54-c-WA/3
ABSORPTION FIELD
PhNumber of Bedrooms:
X 30 -732( Z
❑ Deep Trench/jq Shallow Trench ❑ Bed ❑ Mound EJ Other.
LEGAL DESCRIPTION
Soil Rating: /�
Total Depth from original grade:
rJ
GPDIFtz
I Fl.
Block: Lott Subdivvision: /
Q�IL SlQ
Depth to pipe bottom from original grade:
Gravel depth beneath pipe:
(
3 Ft.
Ft.
Township: Range: Section:
Fill added above original grade:
Ft.
Gravel Length:
Ft.
Well: New El Upgrade
Gravel width:
S
Number of lines:
`
Distance _
Distbetween lines:
Ft.
Ft.
Classification (P at , A, B. C):
Total Depth:
Cased to:
6�'
Total absorption area:
2r3-Ij
Pipe Material:
JFt.
FL
Flt
O Q 3
Dri/lleer.
/ / I J
Date D ed:
�� C7
Static Water Level:
2 0 Ft.
Installer. ( n
G. / B%i
Date Installed: f
8Lo
Yield: %
Pump Set al:
SG
Casing Height Above Ground:
TA K
GPM
Ft.
FL
SEPARATION DISTANCES
VSeptiic ❑ Holding ❑ S.T.E.P. I] Other:
To
From
Septic
Tank
Absorption
Field
Lift
Station
Holding
Tank
ublic/Private
Sewer Line
Manufacturer.
vc� ~�N �L
Capacity:
1"G Gal.
Well
/00,-,- ,•,-
/O
Material:
Number of Compartments:
Surface Water
0 f.1-
VQ l�
—
LIFT STATION
Lot Line
Q / f
r
Size:
Manufac er.
Gal.
Foundation
f
/�
Q
..
'Pump on' level at:
ump off' at:
High wat alarm at:
in.
in.
in.
Curtain Drain
_
--
_
Pump Make 8 Mo
Electrical Inspections performed by
Remarks:
BENCH. MARK
r:
Location and Description:
Assurped Elevation:
Q6
Fl.
J
Inspections performed by: /� 6 v' �,E"T.Dates: 1` _a 0
•, F,d�fnel�aS r� "d
< C� A! : ct.
2 nd
`�1jr
Development Services Department Approval.
.
Conditional Approval Date:
�n cv aac auaoa aex•.. ..+�.�
yr' x Steven W. Eng- �• 4j'd*,':
Ly
PE 6256
.. Reviewed and aroved b pP y: Date:
(Rev. 04/06)
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NOR THRIM
ENGINEERING
SteveEng. com
PO Box 770724
Eagle River, Alaska 99577
907.694. 7028
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1`` MUNS❑N
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LOT 2
WASTEWATER
NEW SEPTIC
A
B
29
35.5
26
40
24.5
49
27.5
13
44
82
1" = 40'
RECORD
DRAWING
Date:
2/9/23 2 of 3
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Lot 3
S 89'59'37"E 223.52'
SEPTIC PIPES
I 140.9'
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2 STORY RESIDENCE
w/ DAYLIGHT BSMT.
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I Lot 2
41,000 S.F.
Lot 1
NOTE: DUE TO SNOW & ICE COVER, SOME
SURFACE LEVEL FEATURES ARE APPROXIMATE.
33.0'
MORTGAGE SURVEY _X_ SCALE _ 1=_= 50'_GRID NW_2065 _ Project No. ____23 _013LA2
11500 Daryl Avenue, Anchorage, Alaska 99515-3049
Lang & Associates, i n c . (907) 522-6476 Phone
kenOlongsurvey.com
Professional Land Surveyors jonathanolangsurvey.com (�OF.At,9\il
travisOlangsurvey.com=�Q'�,• A•, qkb
I hereby certify that I have surveyed the following described property:
LOT 2, MUNSON SUBDIVISION (PLAT No. 83-545)
Anchorage Recording District, Alaska, and that this Mortgage Location Survey is a
representation of the conditions that were found on the date the survey was performed.
This survey does not constitute a boundary survey and is subject to any inaccuracies
that a subsequent boundary survey may disclose. The information contained hereon shall
not be used to establish any fence, structure, or other improvements.
Dated this the Day Day of --- �_�-',_��_�•.i _____, ��t_>__, at Anchorage, Alaska
It is the responsibility of the owner to determine the existence of any easements,
covenants, or restrictions which do not appear on the recorded subdivision plat.
*: 491H M ',*
........... J..........
KENNETH G. LAND 2
0. f02
1��11� ROS�IN3 �P���i
State of Alaska AECC963
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 WATER SUPPLY PERMIT
Initial
Date Issued: Oct 20, 2006
Expiration Date: Oct 20, 2007
Permit Number: SW060342 Parcel ID: 052-011-07
Legal Description: MUNSON SUBDIVISION LOT 2
Design Engineer: 0000 NONE NEEDED Site Address: NHN EKLUTNA
Owner Name: LOIS MUNSON Lot Size: 41000 SQ. FT.
Owner Address: PO BOX 670785 Total Bedrooms: 2 Permit Bedrooms: 2
CHUGIAK , AK 99567 -
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.
-THE INSTALLATION OF A WATER WELL SHALL MEET ALL THE ANCHORAGE MUNICIPAL CODE 15.55.
PLEASE SEE THE ATTACHED SHEET "PERMIT REQUIREMENTS FOR A DOMESTIC WATER SYSTEM". IF
THERE ARE ANY QUESTIONS PLEASE CALL THE MUNICIPAL ON SITE WATER AND WASTEWATER
PROGRAM AT 907-343-7904.
--
Received By:
Issued By:
Date: /0/-> -4
Date: 20
I
Municipality of Anchorage
•.•f.. ,.ey,
.. Development Services Department
Building Safety Division
/ On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
vwvw.muni.org/onsite
(907)343-7904
ON-SITE SEPTIC/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. -t)//- D�r
Property owner(s)L Qf��S,, M CIAI C'66�c i Day phone 2� spy
Mailing addressP- S��iC �D_ ( f[}om Zi Code Zip Code
SSD
°71py'fl - V L /t
Site address �(LL �Ti�i¢ -
Legal description (Sub'd, Block &Lot) 41441A .LG f S 16 LOT
Legal description (Township, Section & Range)
Lot Size L111061) —Sq. Ft.
THIS APPLICATION IS FOR (®all that apply):
Absorption Field
❑
Septic Tank
❑
Holding Tank
❑
Privy
❑
Private Well
>�
Water Storage
❑
Number of Bedrooms Z
THIS APPLICATION IS AN:
Initial
❑
Upgrade
®'
Renewal
❑
SEA rlo- Xf ,r rT- pl--% PEQs�r r-r-
/� arrotu f4 ( /.3svekl
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
Permit/Rush Fees: "i$- CTD Waiver Fees:
Date of Payment: 10 1I 11 olP
Receipt Number: 4a
(Rev. 11/05)
Dale of Payment:
Receipt Number:
LJ
C : O Er
oo
Eklutna
CeMetary Llater
' z
z RIo Well
w
rn LLJ
041 LQ4
'30 j V Existing a�
j Septfc,,SysteM
NX
,223.52
aafFonSeptic Tank
Te
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,
N '•® phi
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N Drlye
Iter
µ^ 1 Site '`�
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RI
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Sep c System Construction O
S0,
stol Doe Not Preclude Adjoining y r .r:;{• .� „ Los FromSanitotion
tr 1 ? `+� •"•� �"�. I rovemeenents.
M
PROPOSED VATER VELL
v Measure Separation Prior To DrNt
rn �' I
�.
n W;QI -
ti VACANT i
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to
15'Elcc & Iclecon Lsmt _ —
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v ......... ...Nf?9°59'37'.'.. ......
INDIAN CHIFF Court_ h N9�
am `OF � LOT_FMLM
SUBDIVISION ;SYSTEM
NORTHRIM y:•
ENGINEERING
17237 Bear Paw Circle '«::.o:"'. ,WATER WELL PERMIT— LAYOUT
Eagle River. Alaska 99577 a-ae•
907.694.7028 �••'•' 1" = 60'0a1io
10/18/06 1 of 3
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 8 Wastewater Program
4700 South Bragaw Street}
p LO
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
to
10 D
O
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
`
Initial
Permit Number: SWO50387
Legal Description: MUNSON SUBDIVISION LOT 2
Design Engineer: 0838 North Rim Engineering
Owner Name: LOIS MUNSON
Owner Address: PO BOX 1397
SEWARD , AK 99664-1397
Date Issued: Oct 07, 2005
Expiration Date: Oct 07, 2006
Parcel ID: 052-011-07
Site Address: NHN EKLUTNA
Lot Size: 41000 SQ. FT.
Total Bedrooms: 2 Permit Bedrooms: 2
This permit is for the construction of:
❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ PrivyPrivate Well
❑ El Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specked 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 catling
(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.
NEED TO INSTALL A FILTRATION LAYER OF NO LESS THAN 2 FEET THICK DUE TO THE ACCEPTING
STRATUM HAVING A PERCOLATION RATE FASTER THAN ONE MINUTE PER INCH
Received By:
Date: /4) % Qf
Issued By: -
Date: 47je
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 05, z ^0// -D 7 Permit Number SW
Property owner(s) 4alS Al t_. s od Day phone
Mailing address (1) A0 1.3q.9 (-K �%9loL�tl✓ �c3�/�
Mailing address (2) A(gAl tKLII TNA Zip Code
Legal description (Lot, Block & Sub'd.) In r JIVS 00 C /d / GT Z
Legal description (Section, Township & Range)
Lot Size DDD Acres
THIS APPLICATION IS FOR:
Number of Bedrooms 2
Sewer Only /!ED Well Only ❑
Sewer and Well ❑ Water Storage ❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
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 ownerggdthorized agent)
Date of Payment:
Date of Payment:
Receipt Number: a Receipt Number:
(Rev. 12/00)
bTI-�IM
ENGINEERING
Northitim Engineering
17237 Bear Paw Circle
Eagle River, AK 99577
907-694.7028
October 3, 2005
MOA On -Site Water & Wastewater Program
4700 Bragaw St
Anchorage, AK 99519
RE: Septic System Design, Munson S/D, Lot 2
The owner of lot 3 desires to develop lot 2. The percolation rate is rapid, but sufficient
sand exists in the soil.
This is a rural setting in the Eklutna Village. Some of the neighboring lots are developed.
This site should not negatively impact any of the other area lots. The lot is relatively flat.
Please review the wastewater system design for the single family home. I have included
design plans & specs, design guidelines, & soil tests. If there is need for additional
information or clarification please give me a call.
Sincerely,
`'
t!5r
v/ngEI
Design Enclosures
�2Th�IM
ENGINEERING Munson S/D, Lot 2
SPECIFICATIONS & DESIGN GUIDELINES
Wastewater System Sizing: The owner of lot 3 desires to develop lot 2. The plan is to build a 2
bedroom home on the property. The septic system will be sited near the lot 3 septic system. The
owner is interested in converting the private well on lot 3 to a public well; this will require
approval through DEC. The lot is about I acre in size. The lot to the south is vacant, as is the
property to the east. The Eklutna cemetery is located to the west. No adverse impacts to neighbor
lots are expected from this lot development. The lot slope is relatively flat throughout. One soil
test was conducted. A sandy soil with a rapid percolation rate. An application rate of 1.2
GPD/FT2 with 0.5 reduction factor for utilizing a 5' wide trench was utilized.
Specification Requirements: All components and work must comply with the Municipality of
Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and
Wastewater Regulations.
• Utilize the Existing Septic Tank. If Tank is Damaged, Replace if Necessary.
• Watertight couplings on inlet & outlet.
• 5 foot minimum between the tank and bed. 10 foot to property lines.
• 3 feet of cover or insulation is required for trench; an equivalent of 1" insulation for each
foot soil cover.
• Tank & solid pipe must be set on well compacted, stable soil.
• 4 inch diameter cleanouts with airtight caps are required 1 to 4 feet from foundation wall,
prior to any 90 degree bend in 4 inch line, in each tank compartment, and two adjacent
opposing cleanouts between the tank and the absorption field, not more than 10 feet from the
tank positioned to provide cleanout access towards the tank and towards the absorption field.
• All cleanouts must extend to at least ground level.
• In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron.
• Trench to be placed level, minimum of 4 feet to groundwater, 6 feet to bedrock from drain -
rock.
• Drain rock to be %2 inch to 2 %2 inch screened. Drain rock to be distributed uniformly
throughout the trench.
• Perforated pipe to be installed level with perforations down.
• Silt barrier (filter fabric) to be installed above the drain rock.
• Smeared trench sides must be raked or scarified before drain rock placement.
• Backfill over drain rock must not be less than 36".
• The finish grade must be mounded to promote drainage over the trench.
• Insulation must be placed over any pipe installed under driveways or parking areas.
• Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS
ASTM D2661,
• Sewer Service Line is minimum 2% slope.
• Septic Tank to be pumped every two years or when required.
• Insulation board to be extruded direct burial polystyrene (Dow Styrofoam III or equal)
Vll - ` Drly/Lte 3Y Proposed
2-Bdrn Hone
rnate
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ESICN OTIIS:
N , Tota D49 of Trench Is 5���' "est„Hole Elevation. 0
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pr 30.�QQ ,.\ `�'y Septic System Construction Q
$lal Z. Se er SService Line minim.y.m..2Z,;iloye, Does Not Preclude Adjoining
( _..N;,;,• Lots from Sanitation
��F� jjjj 1 ^•,,. ""`�. Improvements.
p 3. 2>ts rrved by Private Water Wells,
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INDIAN CH1FF Court n
+..... MUNSON SUBDIVISI❑N
s�PtE O. A(
NORTHRIM :9m'•. * LOT 2
ENGINEERING SYSTEM
17237 Boor Pow Circle,,,iiej I— LAYOUT
Eagle River, Alaska 99377 amasses , W rpE
_____.
907694.7028 - 1 ” =
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ESICN OTIIS:
N , Tota D49 of Trench Is 5���' "est„Hole Elevation. 0
Q ,tiBf 0 i.,' rn flat. `w````.:t�7.to O
pr 30.�QQ ,.\ `�'y Septic System Construction Q
$lal Z. Se er SService Line minim.y.m..2Z,;iloye, Does Not Preclude Adjoining
( _..N;,;,• Lots from Sanitation
��F� jjjj 1 ^•,,. ""`�. Improvements.
p 3. 2>ts rrved by Private Water Wells,
v `•
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! of I VACANT
to vj Ir
r— 1S':Icc & Icl:corn Cs•rl — —
— — — — — — — -- — II — — —
T
NF.9°59'37 .W 977.76 ____ k:
INDIAN CH1FF Court n
+..... MUNSON SUBDIVISI❑N
s�PtE O. A(
NORTHRIM :9m'•. * LOT 2
ENGINEERING SYSTEM
17237 Boor Pow Circle,,,iiej I— LAYOUT
Eagle River, Alaska 99377 amasses , W rpE
_____.
907694.7028 - 1 ” =
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S❑ILS LOG - PERC❑LATI❑N TEST
TH IM Date Performed: 9/23/05
EL-1NGINEERING
Performed For: Lois Munson
Legal Description: Munson S/D, Lot 2
DEPTH
(FEET)
Organic T.H. Location: See Drawing
SW
Sand
w/ Gravel Groundwater? No
Depth
Water Depth
After MonitorinQ.None Date: 10/3/05
Date
2
Net Time
3
Net Dro
4
9/23
0
--
5'
--
7
9/23
1
1 Min.
8 -•.
2'
9/23
3
--
10
--
9/23
11
• ;,0,.
7'
2'
12 -
9/23
6
13 -
5'
14 -
15 -
7
16 -
7'
17 -
18 -
19 -
20 -
21 -
Organic T.H. Location: See Drawing
SW
Sand
w/ Gravel Groundwater? No
Depth
Water Depth
After MonitorinQ.None Date: 10/3/05
Percolation Rate <1 Min,/inch Perc Hole Diameter 6'
Test Run Between 2' and 3'
Comments= rrPntPr thnn 50% cnnd
Performed By NorthRim Fng. I
Performed in Accordance with All
ON THIS DATE. DATEI 10/3/05
NOR THRI M
ENGINEERING
17237 Bear Pow Clrcl6
Eagle River. Alaska 99377
907.694.7028
�2-- CERTIFY THAT THIS TEST WAS
State/Municipal Guidelines in Effect
TESTH❑LE LOG
GE❑TECHNICAL
T. H. 1
10/3/05 1 of 1
Date
Gross Time
Net Time
Depth
Net Dro
9/23
0
--
5'
--
9/23
1
1 Min.
7'
2'
9/23
3
--
5'
--
9/23
4
1 rain.
7'
2'
135
9/23
6
--
5'
--
9/23
7
1 rain.
7'
2'
Percolation Rate <1 Min,/inch Perc Hole Diameter 6'
Test Run Between 2' and 3'
Comments= rrPntPr thnn 50% cnnd
Performed By NorthRim Fng. I
Performed in Accordance with All
ON THIS DATE. DATEI 10/3/05
NOR THRI M
ENGINEERING
17237 Bear Pow Clrcl6
Eagle River. Alaska 99377
907.694.7028
�2-- CERTIFY THAT THIS TEST WAS
State/Municipal Guidelines in Effect
TESTH❑LE LOG
GE❑TECHNICAL
T. H. 1
10/3/05 1 of 1
p
Development Services Department Phone: 907-343-7904
On-Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval
Parcel I.D. 052-011-07
Legal description Munson Lot 2
Site address 26439 Eklutna Village Rd Chugiak
Current property owner(s) Lois Munson
Expiration Date: / 0/ 2.0 z3
X The On-site system(s) is/are approved for 2 bedrooms
Conditional approval for
Comments or advisories:
a
bedrooms, with the following stipulations:
Original Certificate Date: 2/10/2023
This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject
system(s) is/are in substantial compliance with municipal code. The Municipality of
Anchorage, Development Services Department (DSD) issues COSAs based upon
representations provided by an independent professional engineer. The Municipality of
Anchorage is not responsible for errors or omissions in the professional engineer's work.
ATTACHMENTS:
COSA Checklist X Well Flow Advisory
Absorption Field Advisory Nitrate Advisory
Tank Age Advisory Arsenic Advisory
Other
COSA Approval_June 2022
MUNUPALITY OF ANCHORAGE
Development Services Department v Phone: 907-34.3-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval Application
1. GENERAL INFORMATION
Parcel I.D. 052-011-07
Complete legal description MUNSON S/D; LOT 2
Location (site address) 26439 EKLUTNA VILLAGE ROAD, CHUGIAK, AK
Current property owner(s) LOIS MUNSON C/O DOM CALHOUN) Day phone 907-376-1171
2. ON-SITE SYSTEMS SIZED FOR 2 BEDROOMS — c -3`���5
3. TYPE OF WATER SUPPLY: 0 Private Well ❑ Private Well serving 2 dwelling units
❑ Private Well serving 3+ dwelling units ❑ Community Well or Public
❑ Water Storage
4. TYPE OF WASTEWATER DISPOSAL: X Private Septic ❑ Private Septic serving 2 dwelling units
❑ Holding Tank ❑ Community Septic or Public Sewer
5. SEPTIC TANK: ❑e Steel ❑ Plastic ❑ Concrete ❑ Fiberglass
Age 17 - See advisory if steel older than 20 years
6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench 0 Wide Trench ❑ Seepage Pit
Waiver request for:
Expedited review requested: ❑
Distance:
By applying for this entitlement, this property is subject to inspection by municipal On-site staff
to verify the accuracy of the information provided.
COSA Fee $ Waiver Fee $
Date of Payment �! r��;2,oa.3 Date of Payment
COSA # to 3o Waiver #
COSA Applicalion_June 2022
COSA Checklist
Legal Description: MUNSON S/D; LOT 2
Parcel ID: 052-011-07
If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system .1
A. WELL DATA
Well log is filed with Onsite (or attached) Well production at time of test 4.1 gpm
Date drilled *11/1/06 Total depth **61 ft Water storage tank volume N/A gallons
Cased to **61 ft Well disinfected for coliform test? ❑ Yes ® No
0 Sanitary seal is functioning correctly 0 Coliform bacteria is Negative
AN Wires are properly protected Nitrate 2.99 mg/L ❑ Nitrate less than MRL (ND)
Casing height (above ground) 18+ in. Arsenic ug/L QQ Arsenic less than MRL (ND)
Date of flow test for COSA 1/17/2023 Collected by GARNESS ENGINEERING
Static water level at beginning of test 38.3 ft. Date 1/17/2023
Comments *WELL DRILLED BY UNAPPROVED WELL DRILLER. **PER SULLIVAN WATER WELL CAMERA INSPECTION REPORT.
Note: Based upon our field measurement and elevation shots, the tank has 2.92-3.04 feet of cover over the top of the tank. Mr. Eng's I.R. does
not state if the tank was insulated. Attached is a statement from the owner stating there have been no freezing issue with the septic system.
B. TANK DATA t --WET STATION _s'
Measured operating fluid level in septic tank *52.51" ❑ Require q � ' tenance comp)
Date of pumping 2l1t}/2023 Age of lift station ._ a
❑ Required maintenance completed, if AWWTS Lift stat' erial
Comments: *ST1/ST2 omments:
D. ABSORPTION FIELD DATA
Which system tested (date installed) 10/6/2006
n ALL standpipes present per record drawing
Total measured depth from grade 6.5 ft (max)
Measured depth to pipe invert from grade 3.7 oft! (BLS CO2
❑ N/A — pressurized field.
❑ Per record drawings, field is insulated.
H Monitor tubes go to bottom of effective.
If not, state depth into effective
❑ Presoaked required if
(Required if house vacant or field not used for more
than 30 days prior to date of test)
Gallons introduced gallons date
Any rejuvenation treatment (past 12 months) NO
If yes, enter date
Adequacy test date 1/17/2023
Results Q Pass
Fluid depth prior to test *11 in
Water added 369 gal
New fluid depth *11 in
Elapsed time 0 min
Final fluid depth *11 in
Absorption rate 300+ gpd
FIELD STATUS — POST RECOVERY
Effective depth (per record drawings) 24 in
Effective depth used *11 in
Effective depth remaining 13 in
Comments/Deficiencies: *WET DEBRIS (GRASS, LEAVES, ETC.) IN MONITORING TUBE (MT). DEBRIS FROM
MT WAS REMOVED WHEN SEPTIC TANK WAS PUMPED (AFTER ADEQUACY TEST).
COSA Checklist June 2022
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well on lot)
Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout > 100'
Mm Yes if No ft M Yes if No ft
Neighboring Tank > 100' Qi Yes if No ft Private Sewer/Septic Line > 25' Q Yes if No ft
Absorption Field on Lot > 100' M Yes if No ft Holding Tank > 100' Q Yes if No ft
Neighboring Absorption Fields > 100' Animal Containment > 50' 0 Yes if No ft
ro Yes if No ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' 0 Yes if No ft Q Yes if No ft
❑ N/A — Served by Community Well (not on lot) or Public Water
From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required)
Building Foundations > 10'
g Yes
if No
ft
Surface Water > 100'
Yes if No ft
Tank to Property Line > 5'
Dm Yes
if No
ft
Wells on Adjacent Lots:
Field to Property Line > 10'
[E Yes
if No
ft
Private Wells > 100'
Yes if No ft
Water Main > 10'
0 Yes
if No
ft
Community Wells > 200'
0 Yes if No ft
Water Service Line > 10'
E Yes
if No
ft
If tank or field is under driveway comment below
F. ENGINEER'S COMMENTS
STEVE ENG, P.E. IS RESPONDING TO THE 2019 MOA COMMENTS FOR THE 2006 INSPECTION REPORT.
G. CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based
on procedures outlined in the Certificate of On -Site Systems Approval Guidelines, indicates that the on-site water
supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation, unless noted otherwise.
Name of Firm Gamess Engineering Group, LTD. (GEG) Phone 907-337-6179
Engineer's Printed Name Jeffrey A. Garness Date
In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in
accordance with the guidelines and regulations established by the Municipality of Anchorage and industry
practices. The reported results describe the condition of the system/s on the date/s of the evaluation. opo F
Separation distances were measured to readily identifiable features. Hidden defects or encroachments may o C� _ _ Q
exist that were not identified during the evaluation. The operational life of all wells and septic systems depend
upon a variety of variables, including (but not limited to) soil conditions, groundwater levels (that may fluctuate O
during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing 0 * 4 y* Q
the system/s. These conditions can vary, and are outside the control of GEG. satisfactory test results do not �. • • .. ....dm ,
guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regardin
the future performance of the well or septic system. GEG makes no representation whether an altemative well
or septic system can be installed on the property in the event either of the current systems fail to perform y A. Carnes G
adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG Q O�
to perform the evaluation. Reliance upon the information provided in this report by any other person or party
(including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. �4 Pel ''�4 .11.0, o
LICENSE�Q professW'
COSA Checklist June 2022 #AECC884
�
l
P.O. Box 670269 Chugiak, AK 99567
P: (907) 688-2759 F: (907) 688-2259
TO: Garness Engineering
26439 Eklutna Village Rd.
Chugiak, AK 99567
Camera Inspection Report
Casing Stickup: 3'
Pitless set at 13'
Pitless Manufacturer: Martinson B10X
Static: 40'
Total Depth of Well: 61'
Casing full length, no perfs.
Pump is handset on poly
Intake: 51'
Date:2/2/23
MOHAWK DRILLING
CHAD WILTFONG, OWNER/ OPERATOR
30615 PRuDHc)E BAY AvENuE
EAGLE RIVER, ALASKA 99577
OFFICE/FAX6223588 CELL632-1918
Property Owner Lot �_ Block Date 11-1 —66
Depth of hole_&,Z Static water 67
Development method
GPM-2:,(L—
Casing
LA-Y
Comments:
V 0
a -
PM
-SO Lo
4.e_