HomeMy WebLinkAboutSETH MITCHELL LT 44AOnsite File
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DEVELOPMENT SERVICES DEPARTMENT
ON-SITE WATER AND WASTEWATER
November 18, 2019
Kevin Oshea
20929 Helluva Street
Chugiak, AK 99567
Subject: Seth Mitchell Lot 44A - COSA
Dear Kevin Oshea:
343-7904
Fax: 343-7997
A statement from the engineer (Garness Engineering Group) and contractor (Wilco
Contractors) has been provided, as well as a Well Decommissioning Log from Sullivan Water
Wells, to document that the existing well and septic system on this lot have been properly
decommissioned. Since this lot no longer has any on-site systems, a COSA is not required
at time of title transfer.
If you have any questions, please feel free to call On-site Water & Wastewater at 343-7904.
Sincerely,
VJM,�_k cwuAQ
Rebecca Carroll
Onsite Water and Wastewater Section
Mailing Address P O Box 196650 • ,Anchorage, Alaska 99519-6650 • htt041www muni.org
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Municipality of Anchorage
Community Development Department
On -Site Water & Wastewater Program
4700 Elmore St. ® P.O. Box 196650 m Anchorage, AK 99507-6650 m WWW,muni.o�&nsite m (907) 343-7904
Legal Address:
Subdivision , j-�t 1 r, r !� 1( Blockl/# Lot INA
T R Section Lot
On-site Water & Wastewater Program certified contractor performing the well decommissionrig- j
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Name:�� Signature f'f
Company: �11� 101di`//
I Well decommissioning date: LO — ?jl ,t7 Method of decommissioning: AMC 15:55.060L1 a. b. 17 c
Location: Use the space below to provide a drawing of the property showing the following items;
North Arrow
Decommissioned well,
Other water wells on the property,
° Two separate swing -tie distances for each well shown in the drawing,
Note: The swing -tie distances shall be measured from either permanent structures of property corners.
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Carroll, Rebecca M.
From: Jody Maus <Jody@garnessengineering.com>
Sent: Monday, November 18, 2019 9:32 AM
To: Carroll, Rebecca M.
Cc: Jeff Garness;john@rmgrealestate.com; Sonja Blewett
Subject: Seth Mitchell S/D; Lot 44A - 20929 Helluva Street, Chugiak, AK
Attachments: Seth Mitchell, Lot 44A - Well Decommissioning Log.pdf
Becca,
I am emailing you about the decommissioning of the well and the septic system for the subject property. The septic system
has been decommissioned by Wilco Contractors (see email below and the well has been decommissioned by Sullivan Water
Wells (see attached Well Decommissioning Log) . Since there is no longer a well and septic system on this property, it is my
understanding that a COSA is not required for the sale of this home. Based upon my phone conversation with you, you
stated you would be willing to write a memo stating a COSa is not required and that there would be a refund for the MOA
fees that have been paid. Please coordinate the refund with Sonja in our office.
Sincerely,
Jody Maus
Consultant
Garness Engineering Group, Ltd.
3701 E. Tudor Road, Suite 101
Anchorage, Alaska 99507
Phone: (907) 337-6179
Fax: (907) 338-3246
Mobile: (907) 223-0555
Website: www.garnessengineering.com
-----Original Message -----
From: Ryan Wilkinson <ryanwilco.excavate@gmail.com>
Sent: Wednesday, November 13, 2019 8:26 AM
To: Jody Maus <Jody@garnessengineering.com>
Subject: Wilco decommission letter
To whom it may concern,
Hi my name Ryan Wilkinson I'm with Wilco contractors I decommissioned the septic tank and crib at Hellvue Estates per
UPC code. I did so by crushing the tanks and filling them with on site material . If you have any further questions please feel
free to contact me at 907-242-9863 thanks.
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DESIGN CRITERIA:
NUMBER OF BEDROOMS: 3
GALLONS PER DAY (GPD): 450
PERCOLATION RATE/S: <1 MIN./INCH
PROPOSED APP. RATE: 0.7 GPD/SQ.
MINIMUM DRAINFIELD SQ.FT.: 643
DRAINFIELD DESIGN:
ESHED \
\ APPROXIMATE LOCATION OF EXISTING
SEPTIC SYSTEM. UNABLE TO LOCATE. TO BE
MAXIMUM DEPTH: 4.5 FEET \ LOCATED AND DECOMMISSIONED PER UPC
WIDTH: 15 FEET \
LENGTH: 45 FEET
M.O.A. APPROVED SAND FILTER: 2 FEET
EFFECTIVE: 0.5 FEET \ SEE NOTE ON AS -BUILT
ACTUAL SQ.FT.: 675 SURVEY REGARDING THIS
\
EASEMENT. THE BUYER, KEN
EXISTING STEEL
SEPTIC TANK TO BE
OSHEA, PLANS TO GET THIS
I 1
SHED
I
EASEMENT VACATED AFTER
HE ACQUIRES THE PROPERTY,
EXISTING WELL. WELL LOCATED RIGHT-OF-WAY.
1 REQUESTING LETTER OF NON -OBJECTION FOR WELL.
WELL AND PRESSURE TANK LOCATED IN SHED. PRESSURE
TANK TO BE MOVED INTO HOUSE, NEW PITLESS WILL NEED
/
TO BE INSTALLED, NEW SANITARY SEAL TO BE PLACED ON I
I WELL AND WELL WIRES TO BE PLACED IN CONDUIT. I
INSTALL
FOUNDATION
'
CLEANOUT /
1O
EXISTING 3 BEDROOM
moo. MOBILE HOMEIS
EXISTING SEEPAGE PIT TO BE/
DECOMMISSIONED PER UPC___/
I PROPOSED DRAINFIELD
(SEE DESIGN CRITERIA)
I
NOTE: THE CONTRACTOR SHALL HAVE THE WEST LOT
LINE, THE SOUTH LOT LINE, AND THE 100 FOOT WELL RADII
SHOWN ON THIS DRAWING FLAGGED BY A REGISTERED
LAND SURVEYOR PRIOR TO ANY CONSTRUCTION.
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GARNESS ENGINEERING GROUP
=-__- - ----- , CIVIL & ENVIRONMENTAL ENGINEERS - - -�
3701 E. TUDOR ROAD, SUITE 101 - ANCHORAGE, AK 99507 - PHONE (907) 337-6179 - FAX (907) 338-3246 - WEBSITE: www.games el
PREPARED FOR: PHONE NUMBER: PAGE NUMBE
KEVIN OSHEA (BUYER) 223-4761 201`3
PROJECT/LEGAL DESCRIPTION: DRAWN BY:
SETH MITCHELL S/D; LOT 44A J.L.M.
TYPE OF WORK: DATE:
DESIGN OF SEPTIC SYSTEM UPGRADE 9/9/201
1"= 30'
2 -COMPARTMENT
IM -1060 INFILTRATOR
SEPTIC TANK FOLLOWED
BY A IM -540 INFILTRATOR
PUMP TANK. SEE NOTES
AND DETAIL DRAWING
ONPAGE 3OF3
TRANSITION FROM
PRESSURIZED LINE TO
GRAVITY LINE.
4" PERF. PIPE
I F
I 1 1
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_ 100 FOOT
WELL RADIUS
2.5'
t5'
5,
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I GEG. Ltd. HAS AN 8 PAGE SPECIFICATION LETTER
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EXISTING STEEL
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/
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PER UPC
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EXISTING SEEPAGE PIT TO BE/
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I PROPOSED DRAINFIELD
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I
NOTE: THE CONTRACTOR SHALL HAVE THE WEST LOT
LINE, THE SOUTH LOT LINE, AND THE 100 FOOT WELL RADII
SHOWN ON THIS DRAWING FLAGGED BY A REGISTERED
LAND SURVEYOR PRIOR TO ANY CONSTRUCTION.
i
r
GARNESS ENGINEERING GROUP
=-__- - ----- , CIVIL & ENVIRONMENTAL ENGINEERS - - -�
3701 E. TUDOR ROAD, SUITE 101 - ANCHORAGE, AK 99507 - PHONE (907) 337-6179 - FAX (907) 338-3246 - WEBSITE: www.games el
PREPARED FOR: PHONE NUMBER: PAGE NUMBE
KEVIN OSHEA (BUYER) 223-4761 201`3
PROJECT/LEGAL DESCRIPTION: DRAWN BY:
SETH MITCHELL S/D; LOT 44A J.L.M.
TYPE OF WORK: DATE:
DESIGN OF SEPTIC SYSTEM UPGRADE 9/9/201
1"= 30'
2 -COMPARTMENT
IM -1060 INFILTRATOR
SEPTIC TANK FOLLOWED
BY A IM -540 INFILTRATOR
PUMP TANK. SEE NOTES
AND DETAIL DRAWING
ONPAGE 3OF3
TRANSITION FROM
PRESSURIZED LINE TO
GRAVITY LINE.
4" PERF. PIPE
I F
I 1 1
O�I
_ 100 FOOT
WELL RADIUS
2.5'
t5'
5,
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I GEG. Ltd. HAS AN 8 PAGE SPECIFICATION LETTER
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GARNESS ENGINEERING GROUP, Ltd
-1 ENGINEERING � SALES -)CONSULTING—== -
3701 E. TUDOR ROAD, SUITE 101 -ANCHORAGE, AK 99507' PHONE (907) 337-6179' FAX (907) 336-3246 - WEBSITE: xvrx.gamessengineenng.mm
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: SETH MITCHELL S/D; LOT 44A
PERFORMED FOR: KENVIN OSHEA (BUYER) DATE: 8/16/2019
DEPTH
(feet) ORGANICS/
OVERBURDEN ITEST HOLE #1
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
Q
READING CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
ROOTS)WITH
8/16/2019
1 -
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2 -
3.5
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6"
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BOULDERS
DEPTH TO DATE
GROUNDWATER
SEEPS @ 11.5' 8/16/2019
8.5' 8/27/2019
I SITE PLAN
DATE
READING CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
8/16/2019
1 -
-
6"
LOWER
2 -
3.5
0"
6"
BENCH
3 -
-
4 -
4
0"
6"
5 -
-
6"
-
6 -
5
0"
6"
7 -
-
6"
-
8 -
5
0"
6"
9 -
-
6n
_
10
5
0"
6"
11 -
-
6"
-
12 -
5
0"
6"
19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA.
TEST RUN BETWEEN 5.0 FT. AND 6.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED:
❑ YES E NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA§ RF(*MED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
6 (INCHES)
.GARNESS ENGINEERING GROUP, Ltd
ENGINEERING e SALES � CONSULTING
3701 E. TUDOR ROAD. SUITE 101 -ANCHORAGE, AK 99507 -PHONE (907) 337.8179 -FAX (907) 3383246' WEBSITE: —ga—sengineenng—
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: SETH MITCHELL S/D; LOT 44A
PERFORMED FOR: KENVIN OSHEA (BUYER) DATE: 8/16/2019
DEPTH
(feet) TEST HOLE #1
1 PAGE 2 OF 2
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DATE
SEEPS @ 11.5'
8/16/2019
8.5'
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DATE
SEEPS @ 11.5'
8/16/2019
8.5'
8/27/2019
8/16/2019
1
1:18
-
SITE PLAN
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V SCALE:
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DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
8/16/2019
1
1:18
-
6"
-
UPPER
2
1:26
8
0"
6"
BENCH
3
1:26
-
6"
-
4
1:36
10
1/2"
5-1/2"
5
1:36
-
6"
-
6
1:46
10
2-1/2"
3-1/2"
7
1:46
-
6"
-
8
1:56
10
2-3/4"
3-1/4"
9
1:56
-
6"
-
10
2:06
10
2-3/4"
3-1/4"
11
2:06
-
6"
-
12
2:16
10
2-3/4"
3-1/4"
19 PERCOLATION RATE 3.1 (MIN./INCH) PERC. HOLE DIA.
TEST RUN BETWEEN 2.0 FT. AND 3.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS
COMMFNTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PER OR ED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
6 (INCHES)
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327 EAGLE ST. ANCHORAGE, ALASKA .99501 279-2511
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GAAB-HD-2 GREATET ANCHORAGE AREA OROUGH Case No.� ,
HEALTH DEPARTMENT
327 Eagle St. Anchorage, Alaska 99501 279-2511
SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT
NAME OF APPLICANT` T//r/`( /��7�/(ti/ MAILING ADDRESS
RESIDENCE ADDRESS /cL,LGz7A�LLL LOCATION OF INST
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above described system is in accordance with said code.
nnTF /� APPLICANTS SIGNATURE✓
GAAB-HD-I GREATER ANCHORAGE AREA BOROUGH
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327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
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GAAB-I3D-2 GREATEP'ANCHORAGE AREA ``ROUGH Case No. _z. Z
HEALTH DEPARTMENT
327 Eagle St. Anchorage, Alaska 99501 279-2511
SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT
NAME OF APPLICANT eI MAILING ADDRESS 12S -US_ �_!pp_"J_IPHONE No
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TO SERVE THE FOLLOWING FACILITY
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BE INSTALLED BY
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HEALTH AUTHORITY
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that I am familiar with the requirements of Greater Anchorage Arca Borough, orainancc No. 25-06 and that the
above described system is in accordance with said code.
DATE s `��� �" APPLICANTS SIGNATURE/
�1,,REATER ANCHORAGE AREA BOROUGH
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327 EAGLE STREET
ANCHORAGE' ALASKA 99501
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Performed For J 4Ae- s -11 Date Performed
-
Legal Description: t Subdivision
n --1-
This Form Reports a: Soils BILog .0le"Wona ion est
Depth
Fleet Soil Characteristics Location Sketch
0.0-,
0.7
4.5
Was Ground Water Encountered? 0
oo
If Yes, At What Depth
Proposed Instal-13tion- Seepage PitDrain "ield
Depth Of Inlet ---Depth i�,Rlti� =fPit- Or 'French
COMMENTS:
o
X
Test Performed
Data Certified By.,
P
Date:
'It Brown Inorganic Sitt
�j
I
I i
LSCS IM"
Well graded sand gravel
Us(,It 1-11
is GV,
—GraVe well graded
Sandy Gravel
VA
below 1/2 lameter.
Skip below 1/2"
graded
diameter. Random bould-
ers to 11 diameter.
J
USCS "GGT -GPS:
Was Ground Water Encountered? 0
oo
If Yes, At What Depth
Proposed Instal-13tion- Seepage PitDrain "ield
Depth Of Inlet ---Depth i�,Rlti� =fPit- Or 'French
COMMENTS:
o
X
Test Performed
Data Certified By.,
P
Date: