HomeMy WebLinkAboutSANDY BEACH LT 7
Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP201004 PID Number: 011-112-15
Dwelling: M Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑■ Upgrade
Name
MARY MASHBURN
ABSORPTION FIELD
❑ Deep Trench ■❑ Wide Trench ❑Bed El Mound
Site Address
5204 STRAWBERRY ROAD *ANCHORAGE, AK
❑ Other
Phone
Number of Bedrooms
Soil Rating
depth from original grade
907-243-3820
3
*0.8 GPD/SF
JTotal
8 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
SEE DWG. Ft.
Gravel depth beneath pipe
4 Ft.
Subdivision Block Lot
SANDY BEACH; LOT 7
Fill added above original grade
SEE DWG. Ft.
Gravel length
60 Ft.
Township Range Section
N/A
Gravel width
5 Ft.
Beds: Number of Lines
-
Distance between lines
- Ft.
SEPARATION
DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
600 Ft2
Ft.
Well
100'+
25'+
TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer Capacity
Gal.
Surface Water
100'
Material
Number of partments
Lot Line
10'+
NA
Foundation
10'+
LIFT STATION 110001-
Manufacturer
—
Capacity
Gal.
Remarks SEE ATTACHED LETTER REGARDING DESIGN CHANGES
Alarm loca '
Electrical installed by
PIPE MATERIAL House to tank EXISTIh drainfield Tank to
D3034
Installer
WILCO EXCAVATION
Drainfield D3034 CO/MTD3034
Inspector TIM ECKLUND AND DAVID GARNESS, P.E.
BENCH MARK (Assumed elevation) 98.33 ft
Inspection
1s' 1/30/20 1/31/20
Location and description
dates:2nd
BOTTOM OF BACK DOOR THRESHOLD
3"' 4th
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stalvp
005004
Conditional Approval: Date
o�
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................... .....
--
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Septic Syste
o4 ffE-%79,$3 79Ga3rne
Appr Date - ®-�OZa
4p's� ^ed •�] �
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Note: this fa does not include well permit requirements.
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(Rev 05/02/18)
PERMIT NUMBER:
OSP201004
RECORD DRAWING
1
� \ A B C /
MT1 78.4 69.7 62.9
MT2
51.0
56.0
87.5
C01
79.2
70.0
61.1
CO2
49.9
55.3
87.7
LEGAL DESCRIPTION:
APPROXIMATE LOCATION OF ASSUMED TO BE
DRAWN BY:
SANDY BEACH; LOT 7
SANDY BEACH; LOT 6 (:SEPTIC
AREA
BUYER (PAUL KART) WAS NOTIFIED OF SEWER LINE FROM
HOUSE TO TANK AND TANK TO DRAINFIELD NOT BEING
REPLACED AND/OR JETTED. IN SHORT, THE BUYER IS
AWARE OF THE CAMERA INSPECTION REGARDING THE
EXISTING TANK CONDITION AND SEWER LINE CONDITION.
\ C
PARCEL ID NUMBER:
011-112-15
e
GROUP, Ltd
APPROXIMATE LOCATION OF EXISTING TANK;
0
DBL1
63.6
50.2 33.9
DBL1
63.1
50.0 34.9
PEA
2 OF 3
LEGAL DESCRIPTION:
APPROXIMATE LOCATION OF ASSUMED TO BE
DRAWN BY:
SANDY BEACH; LOT 7
01 OLD DRAINFIELDS. PER RYAN WITH WILCO
CONTRACTING, THE PIPES WERE REMOVED AND
D.J.G.
TYPE OF WORK:
T1 DRAINFIELDS WERE ABANDONED IN PLACE
SANDY BEACH; LOT 6 (:SEPTIC
AREA
BUYER (PAUL KART) WAS NOTIFIED OF SEWER LINE FROM
HOUSE TO TANK AND TANK TO DRAINFIELD NOT BEING
REPLACED AND/OR JETTED. IN SHORT, THE BUYER IS
AWARE OF THE CAMERA INSPECTION REGARDING THE
EXISTING TANK CONDITION AND SEWER LINE CONDITION.
\ C
PARCEL ID NUMBER:
011-112-15
e
GROUP, Ltd
APPROXIMATE LOCATION OF EXISTING TANK;
/
/
LENGTH, WIDTH AND ORIENTATION IS UNKNOWN
PHONE NUMBER:
NEW DRAINFIELD
EXISTING C/O�
DB 21
PEA
2 OF 3
LEGAL DESCRIPTION:
APPROXIMATE LOCATION OF ASSUMED TO BE
DRAWN BY:
SANDY BEACH; LOT 7
01 OLD DRAINFIELDS. PER RYAN WITH WILCO
CONTRACTING, THE PIPES WERE REMOVED AND
D.J.G.
TYPE OF WORK:
T1 DRAINFIELDS WERE ABANDONED IN PLACE
SANDY BEACH; LOT 8
PHYSICALLY MEASURED
125'+ TO SURFACE WATERS
GARNESS ENGINEERING
GROUP, Ltd
---- -- ---- - -- - ENGINEERING, SALES o CONSULTING:
- ---
3701 E. TUDOR ROAD, SUITE 101 -ANCHORAGE, AK 99507' PHONE (907) 3378179' FAX (907)338-3246 * WEBSITE: w gamessengineenng—m
PREPARED FOR:
PHONE NUMBER:
PAGE NUMBER:
MARY MARSHBURN
907-243-3820
2 OF 3
LEGAL DESCRIPTION:
DRAWN BY:
SANDY BEACH; LOT 7
D.J.G.
TYPE OF WORK:
DATE:
,., DRAINFIELD RECORD DRAWINGS
2/5/2020
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 Wastewater Disposal System Permit
Permit Number: OSP201004
Work Type: Septic Upgrade
Tax Code Number: 01111215000
Site Legal Address: SANDY BEACH LT 7 G:2224
Site Mailing Address: 5204 STRAWBERRY RD, Anchorage
Owner: MARSHBURN LAURANCE A ALASKA
Design Engineer: GARNESS ENGINEERING GROUP LTD
This permit is for the construction of:
Effective Date
Expiration Date
Lot Size in Sq Ft
Total Bedrooms
1/17/2020
1/16/2021
30200
0 Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
3
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:
The Engineer is required to do a percolation test prior to construction of the septic field. Please submit stamped
and signed results with the As -built Inspection Report. If the results require a design change, construction of the
system will stop pending On -Site review and approval. Soils faster than 1 mpi requires a sand filter for the field or
a sieve analysis. Construction may proceed at your own risk prior to sieve results.
1VaA
120 oils pe��� 5�
5 w,�j e w' q '
Received B}
Issued By:
�0 ,6b ,
Date:
Date:
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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. 011-112-15
Property owner(s) MARY MASHBURN
Mailing address 5204 STRAWBERRY ROAD *ANCHORAGE, AK
Site address 5204 STRAWBERRY ROAD *ANCHORAGE, AK
Legal description (Sub'd, Block & Lot) SANDY BEACH; LOT 7
Legal description (Township, Section & Range)
Lot Size
APPLICATION IS FOR:
( ® all that apply)
Absorption Field
Septic Tank
❑
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
Sq.Ft. Number of Bedrooms
APPLICATION IS AN:
Initial ❑
Upgrade
Renewal ❑
Day phone 907-229-9357
3
THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR:
N/A
TYPE OF DEWELLING:
Single Family (SF)
(w/wo ADU)
Duplex (D) ❑
Multiple Dwellings ❑
(SF and/or D)
Distance: -
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: l 11 1'1�7 1 O -V-) ov
Receipt Number: G--t"t�r-tV_7
Permit No. (Z p; n l w I
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
(Rev. 01/11)
GARNESS ENGENEERING G OUP9 Lid
ENGINEERING SALES CONSULTING
January 13TH, 2020
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Proposed Septic System Upgrade for Sandy Beach; Lot 7
To whom it may concern:
The existing 3 -bedroom house is served by a private well and septic system. On 12/26/2019 a well and septic
adequacy test was attempted at the subject property. Upon arrival, the drainfield (assumed to be a seepage pit) was
surcharged to within one (1) foot of the surface. In short, the drainfield is in a state of failure and must be upgraded
prior to transfer of title. Attached with the permit is a camera inspection from Alaska Sewer & Drain. As can be seen
on the attached inspection, the baffles in the concrete tank are intact. In short, we are only proposing to install a new
drainfield and keep the existing concrete septic tank. We are proposing to install a new shallow trench type drainfield
with four (4) feet of effective. Additionally, we are requesting that your department not require a new testhole be
excavated (see attached documentation and "Soils" below). Comments regarding the design are summarized as
follows:
1. SOILS: We are requesting that your department void the requirement for a testhole. Justification for allowing this
is as follows:
• The adjacent soil logs for Sandy Beach; Lot 8 and Lot 6 both show an SP sandy soil in the area.
• The adjacent soil logs for Sandy Beach; Lot 8 and Lot 6 both state that no groundwater was
encountered.
• We are proposing to install a shallow trench type drainfield to minimize total depth and increase
separation to groundwater
• Per GEG inspection, the existing seepage pit is 9.5'+ below grade (which is deeper than the proposed
drainfield)
• Water sample were pulled on 12/16/2019 and the nitrate results were 0.432 mg/L.
• See 1999 letter by Alaska Water and Wastewater Consultants, Inc. in MOA records. Per the letter, it
states that two testholes were augured for groundwater monitoring, Per the narrative, it states that a
hole was augured to 14.5 feet and dry
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE WATERS: The proposed drainfield is 100'+ from the surface waters to the south.
4. TOPOGRAPHY: There are no topography concerns.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have
any questions, pleasencontact us at 337-6179. Thank you for your assistance.
eqSin rely,
. mess, P. , M.S.
Pr c( t
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com
ROLLING HILLS
ESTATES; BLOCK
D. LOT 13
WELL
ROLLING HILLS
ESTATES; BLOCK
D, LOT 12
ROLLING HILLS
ESTATES; BLOCK
D, LOT 11
i
D/u l 100'
LLI / 100' WE
RADIUS
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SANDY BEACH; LOT 6
CSEPTIC
AR�
1
SEPTIC
ARE�D
I SANDY BEACHXLOT 8 1
SAND LAKE
GARNESS ENGINEERING GROUP, Ltd
- --�
ENGINEERING o SALES o CONSULTING
3701 E. TUDOR ROAD, SUITE 101 -ANCHORAGE, AK 99507 - PH(*E (907) 337-6179 • FAX (907) 338-3246 • WEBSITE: www.gamessengineer.ng.com
PREPARED FOR:
MARY MARSHBURN
PROJECTILEGAL DESCRIPTION:
SANDY BEACH; LOT 7
TYPE OF WORK:
� SEPTIC SYSTEM DESIGN UPGRADE
PHONE NUMBER:
907-243-3820
PAGE NUMBER:
1 OF 2
DRAWN BY:
D.J.G.
DATE:
1114/2020
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DESIGN CRITERIA:
GEG, Ltd. HAS AN 8 PAGE SPECIFICATION LETTER
-- - —�
+ NUMBER OF BEDROOMS: 3
THAT PERTAINS TO THIS DESIGN. BY PROCEEDING
FORWARD WITH THIS INSTALLATION, THE
NOTE: THE CONTRACTOR SHALL HAVE ALL WELL
+`•. GALLONS PER DAY (GPD): 450
ENGINEER, WELL DRILLER, CONTRACTOR AND
RADAII, SURFACE WATER SETBACKS EAST AND
PERCOLATION RATE/S: '<l
PROPERTY OWNER AGREE THAT THEY HAVE
WEST LOT LINES FLAGGED BY A REGISTERED
PROPOSED APPLICATION RATE: 1.2 GPD/FT'
READ THESE SPECIFICATIONS AND AGREE TO
LAND SURVEYOR PRIOR TO CONSTRUCTION.
MINIMUM DRAINFIELD SQ.FT.: 375 FT'
ACCEPT THE TERMS AND CONDITIONS OUTLINED.
DRAINFIELD DESIGN:
MAXIMUM DEPTH: 8 FEET
WIDTH: 5 FEET
LENGTH: 40 FEET
M.O.A. APPROVED SAND FILTER: N/A
EFFECTIVE: 4 FEET
REDUCTION FACTOR: 0.5
ACTUAL SQ.FT.: 400 FT'
EXISTING 3
BEDROOM HOUSE
X
PROPOSED DRAINFIELD;
EXISTING SEEPAGE PIT/S ARE
ENCOUNTERED, THE DRAINFIELD
LOCATION WILL BE FIELD REVISED
CSEPTIC
AREA
APPROXIMTAE LOCATION OF T.H.
PER
SANDY BEACH; LOT 6
I �
i
APPROXIMATE LOCATION OF EXISTING SEPTIC TANK; 50'+ TO
RIVATE WELLS AT TIME OF INSTALLATION (BELIEVED 1959 PER MOA
RECORDS); INSTALL DOUBLE CLEANOUTS AND/OR FCO BEFORE
TANK, INSTALL DOUBLE CLEANOUTS AFTER TANK
QSEPTIC
ARIA
/ UNKNOWN PIPE SHOWN ON SURVEY;
MAY BE AN ADDITIONAL SEEPAGE PIT
(SEE ENGINEERING LETTER IN MOA
RECORDS) - TO BE ABANDONED IN PLACE
SANDY BEACH; LOT 8
APPROXIMATE LOCATION OF SEEPAGE PIT PER 1999N
o ENGINEERING SITE PLAN BY ALASKA WATER AND
WASTEWATER CONSULTANTS, INC. IN MOA RECORDS;
ACCURACY OF 1999 SITE PLAN IS UNCERTAIN
CONTRACTOR TO ENSURE
100'+ TO SURFACE WATERS
PRIOR TO CONSTRUCTION
GARNESS
ENGINEERING GROUP, Ltd
-- - —�
ENGINEERING o SALES o CONSULTING c—.r — —_1
3701 E. TUDOR ROAD, SUITE 101 ' ANCHORAGE, AK 99507' PHONE (907) 337.6179 -FAX (907) 338-3246 • WEBSITE: www.gamessengineering.com
PREPARED FOR:
PHONE NUMBER:
PAGE NUMBER:
PAUL KARI
907-229-9357
2 OF 2
PROJECT/LEGAL DESCRIPTION:
DRAWN BY:
SANDY BEACH; LOT 7
D.J.G.
TYPE OF WORK:
DATE:
� DESIGN OF SEPTIC TANK UPGRADE
1/13/2020
1 =4U"
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Game AN
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LICENSE
#AECC884
GARN ESS ENGINEERING GROUP, Ltd
- - r ENGINEERING , SALES., CONSULTING - - -
February 5, 2020
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Proposed Septic System Upgrade for Sandy Beach; Lot 7
To whom it may concern:
Per the MOA special provision on the design, a percolation test was required prior to installation
of the septic system. During the excavation of the percolation bench, it was noted that the soils
did not appear to be an SP soil (as expected). Instead, it appeared to be an SM or GM type soil.
A percolation test was performed, and the soils percolated at 8 min/inch (see attached soil log
with percolation data). Given that the design was based upon a percolation rate of <1 min/inch
and an application rating of 1.2, a design change was required. The drainfield was "redesigned"
in the field and verbally approved by the MOA onsite department. The calculations for the
changes are as follows:
A percolation rate of 8 min/inch equates to a soil application rating of 0.8
A 3 -bedroom home requires 450ft2. With an application rating of 0.8gpd/ft2, that equates
to a required area of 562.5ft2
The drainfield is 60 feet long with 4 -feet of effective and 5 -feet wide which equates to an
area of 600 ft2
This design change was verbally approved by Deb Wockenfuss at the MOA onsite department
and the percolation test and bottom of trench inspection was performed with MOA onsite
employee Tim Ecklund present.
If you have any questjQns, please contact us at 337-6179. Thank you for your assistance.
S
3-effr-ey�. C1rness�-P-9., M.S.
Presid t /
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com
GARNESS ENGINEERING GROUP, Ltd
----.- -- ENGINEERING : CAI E3-GONSLLTING '----- - ----
3701 E. TUDOR ROA-, SOITE 101 'ANCHORAGE, AK 99507' PHONE (907) 337-6179' FAX (907) 336-3246' WEBSITE: v garne engineenng.wm
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: SANDY BEACH; LOT 7
PERFORMED FOR: PAUL KAKI DATE: 1/29/2020
DEPTH
(feet) PERK BENCH
1
ORGANICS
SOIL CLASSIFICATIONS
2
GW ORG
7
8
9
10
11
12
13
14
15
16
17
18
DEPTH TO DATE
GROUNDWATER
SITE PLAN
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
1/29/20 1
FIL
-
6"
-
2
10:00
10
GM CIL
1.5"
3
0:00
M
. -
`///.
G COL
55,
10
4.5"
1.5"
N
0:00
IIIIIIIIIMH
6"
-
6
•
10
4.5"
- %//%CH
7
0:00
6"
-
8
10:00
10
SIM OH
1.25"
9
0:00
-
SC
10
10:00
10
4.75"
7
8
9
10
11
12
13
14
15
16
17
18
DEPTH TO DATE
GROUNDWATER
SITE PLAN
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
1/29/20 1
0:00
-
6"
-
2
10:00
10
4.5"
1.5"
3
0:00
-
6"
-
4
10:00
10
4.5"
1.5"
5
0:00
-
6"
-
6
10:00
10
4.5"
1.5"
7
0:00
6"
-
8
10:00
10
4.75"
1.25"
9
0:00
-
6"
10
10:00
10
4.75"
1.25"
11
0:00
6"
-
12
10:00
10
4.75"
1.25"
19 PERCOLATION RATE 8 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4 FT. AND 5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO
SOILS LOGGED BY: DAVID GARNESS PERCOLATION TEST PERFORMED BY: DAVID GARNESS
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PER O ED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: lz 1 4 ZD
Municipality ®f Anchorage
On -Site Water and Wastewater Program
(907) 343-7904
Certificate of On -Site Systems Approval
Parcel I.D. 011-112-15 Expiration Date:
1. GENERAL INFORMATION:
Complete legal description SANDY BEACH; LOT 7
Location (site address) 5204 STRAWBERRY ROAD *ANCHORAGE, AK
Current Property owner(s) MARY MARSHBURN Day phone 907-243-3820
Mailing address
Real Estate Agent
2. TYPE OF DWELLING:
Z Single Family (w/wo ADIJ)
1-71 Duplex
17-1 Multiple Dwellings (Single Family and/or Duplex)
Day phone
3. NUMBER OF BEDROOMS:
.3
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
Individual
Individual Water Storage
❑
Holding Tank
1771
Community Class Well
1771
Community
❑
Public Water System
El
Public Sewer
❑
WaiverNariance request for: Distance:
Received
Received by: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $_ A?0 Waiver Fee $
Date of Payment 2 Ito 1 S 9-0 Date of Payment
Receipt Number 0667:3 OLPq Receipt Number
COSA# 6150-'a6Waiver #
8
5. 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 for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information
obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation.
Name of Firm: Garness Engineerinq Group, Ltd (GEG) Phone: 907-337-6179
Address: 3701 East Tudor Road, Suite 101- Anchorage, Alaska 99507
Engineer's Printed Name: Jeffrey A. Garness
Date: 21 </-Z, C)
L
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. Separation distances were measured to readily identifiable features. Hidden defects or
encroachments may 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 during the year), quality of construction (materials and
workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and
are outside the control of GEG. Satisfactory test results do not guarantee future performance of the
system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of
the well or septic system. GEG makes no representation whether an alternative well or septic system
can be installed on the property in the event either of the current systems fail to perform adequately in
the future. The content of this report is for the sole benefit of the person/party that retained GEG 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.
6. IGNATURE
System #1 Approved for -3bedrooms
System #2 Approved for
Disapproved
Conditional approval for
bedrooms
bedrooms, with the fol
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By: Original Certificate Date: /(? _26W
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Arsenic Advisor- -,
Other
Legal Description: SANDY BEACH; LOT 7
If more than 1 septic system on lot: COSA Checklist # of
A. WELL DATA **PER GEG INSPECTION
❑ Well log is filed with Onsite (or attached)
Date drilled 1959?
Total depth *94.1+ ft
Cased to LINK ft
❑ Sanitary seal is functioning correctly
OR Wires are properly protected
Casing height (above ground) 12+ in.
Date of flow test for COSA 12126/19
Parcel ID: 011-112-15
Structure served by this system
Well production at time of test 4.4+ gpm
Water storage tank volume N/A gallons
Well disinfected for coliform test? ❑ Yes ❑ N
❑ Coliform bacteria is Negative
Nitrate 0.432 mg/L ❑ Nitrate less than MRL (ND)
Arsenic ND ug/L ❑ Arsenic less than MRL (ND)
Collected by GEG
Date of Sample 12/16/19'"
Static water level at beginning of test 89.9 ft.
Comments EMAIL REGARDING WELL CAP/CONDUIT REPAIRS ARE ATTACHED
'DESIGN OPERATING DEPTH OF TANK IS UNKNOWN; SEE CAMERA INSPECTION WITH DESIGN
AND 1999 LETTER IN MOA RECORDS —PER ALASKA SEWER AND DRAIN INSPECTION - ATTACHED
B. TANK DATA C. LIFT STATION
Age oftank(s) 61(?) years ❑ Required maintenance complet
Tank type/material °"`R Age of lift station y
Measured operating fluid level in septic tank *58 Lift station materia
❑ Standpipes/foundation cleanout per record drawing Comments;
Date of pumping 12-11-2019
D. ABSORPTION FIELD DATA
Which system tested (date installed)
❑ ALL standpipes present per record drawing
Total measured depth from grade 9.0 ft (max)
Measured depth to pipe invert from grade 5.3 ft (min)
❑ N/A – pressurized field
❑ Monitor tubes go to bottom of effective. If not, state
depth into effective
Adequacy test date NEW
Results Q Pass For 3
Fluid depth prior to test -
Water added - gal
New depth - in
Elapsed time - min
bedrooms
in
❑ Code -required soil cover over field Final fluid depth in
❑ System presoaked Absorption rate 450+ gpd
(Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) N/A
date of test)
Gallons introduced N/A gallons If yes, enter date -
Comments/Deficiencies:
COSA Checklist yellow sheet
sm
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
Septic Tank/Lift Station on Lot > 100'
*50 +
if No
Community Sewer Manhole/Cleanout > 100'
[7 Yes
if No
ft
2 Yes
if No ft
Neighboring Tank > 100' ❑✓ Yes
if No
ft
Private Sewer/Septic Line > 25' ❑✓ Yes
if No ft
Absorption Field on Lot > 100' ❑✓ Yes
if No
ft
Holding Tank > 100' ❑✓ Yes
if No ft
Neighboring Absorption Fields > 100'
Yes
if No
Animal Containment > 50' ❑✓ Yes
if No ft
❑✓ Yes
if No
ft
if No
ft
Manure/Animal Excreta Storage > 100'
—❑✓
Community Sewer Main > 75'✓❑ Yes
if No
ft
Yes
if No ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10' ❑ Yes if No *UNK ft Surface Water > 100' IZ Yes if No ft
Property Line > 5'
❑✓ Yes
if No
ft
Wells on Adjacent Lots:
Absorption Field > 5'
❑✓ Yes
if No
ft
Private Wells > 100' ❑ Yes if No *501+ ft
Water Main > 10'
❑✓ Yes
if No
ft
Community Wells > 200'✓❑ Yes if No ft
Water Service Line > 10'
❑✓ Yes
if No
ft
If septic tank is under driveway comment below
From Absorption Field on Lot to: (Please enter distances if less than required)
Building Foundation > 10'
❑✓
Yes
if No
ft
If absorption field is under driveway comment below
Property Line > 10'
❑✓
Yes
if No
ft
Wells on Adjacent Lots:
Water Main > 10'✓❑
Yes
if No
ft
Private Wells > 100' ❑✓ Yes if No ft
Water Service Line > 10'
❑✓
Yes
if No
ft
Community Wells > 200' ❑✓ Yes if No ft
Surface Water > 100'✓❑
Yes
if No
ft
F. ENGINEER'S COMMENTS
*MET CODE AT TIME OF INSTALLATION **UNKNOWN - NO CODE AT TIME OF INSTALLATION
'WELL ON LOT 8 IS 100'+ TO TANK CLEANOUT; EXACT TANK ORIENTATION
IS UNKNOWN
G. ENGINEER'S CERTIFICATION
1 certify that 1 have determined through field inspections and review
of Municipal records that the above systems are in conformance with
MOA COSA guidelines in effect on this date.
COSA Checklist yellow sheet
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#AECC884
David Garness
From: Paul Kari <paulkari@hotmail.com>
Sent: Monday, January 13, 2020 3:19 PM
To: David Garness
Subject: Re: Sandy Beach; Lot 7
It's just 3 bedroom. Interesting they filled it out that way. There is one room with some work could be a conforming
bedroom but it sure isn't now and we have no intention of making it one.
Thanks - what's the timeframe for the design?
On Jan 13, 2020, at 2:57 PM, David Garness <David@garnessengineering.com> wrote:
Paul,
The order for the subject lot was placed as a 3 -bedroom home. The homeowner questionnaire filled out
by the Mashburns states that the home is 4 bedrooms. I wanted to confirm with you if the home is 3 or
4 bedrooms as this will affect the drainfield design. If the home is 4 bedrooms, the existing septic tank
will also have to be upgraded as it is only sized for 3 bedrooms. I would like to note that the MOA
records state that the home is 2 bedrooms. In short, the MOA should not have an objection to us
applying for a 3 -bedroom permit, I just wanted to confirm with you to ensure we don't have any
potential issues in the future.
Sincerely,
David Garness, P.E., M.S.
Civil Engineer
Garness Engineering Group, Ltd.
3701 E. Tudor Road, Suite 101
Anchorage, Alaska 99507
Phone: (907) 337-6179
Fax: (907) 338-3246
Mobile: (907) 632-4528
Website: www.garnessengineering.com
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24 HOUR EMERGENCY SERVICE
Anchorage - 248-9557 Eagle River o 694-9557 W Mat Su - 376-4600
PO Box 221914 - Anchorage, AK 99522-1914 - Office 248-9551. - Fax 248-9559
YOUR PROFESSIONAL SEWER & DRAIN CLEANING SERVICE
LICENSED www.aksewer.com INSURED
Date ) S/ -2- ii -7
Customer Name P6,,! Kcu-!
Address 5201f
Phone 2-ea-cJ357
No Warranty PO
Technicians
The company is not responsible for cracked or broken porcelain fixtures, lost or broken cables in drain lines, or any consequential
damages whatsoever due to the customer's existing plumbing. Customer agrees to pay for,damaged or broken cables, jet hoses, etc.
due to the customer's existing plumbing, as well as any and all other fees and costs incurred at the time of service.
Customer Signature
There will be a $30.00 charge on all NSF checks.
Accounts over 30 days past due will be charged a $15 per month maintenance flee.
PAYMENT DUE ON RECEIPT.
DESCRIPTION
Power Snake / Service Call
PRICE
AMOUNTTIME
Steam Thawing / Hydro Jet
Sewer Line Camera
Pump Truck
Extra Man
Parts
Tax
TOTAL
No Warranty PO
Technicians
The company is not responsible for cracked or broken porcelain fixtures, lost or broken cables in drain lines, or any consequential
damages whatsoever due to the customer's existing plumbing. Customer agrees to pay for,damaged or broken cables, jet hoses, etc.
due to the customer's existing plumbing, as well as any and all other fees and costs incurred at the time of service.
Customer Signature
There will be a $30.00 charge on all NSF checks.
Accounts over 30 days past due will be charged a $15 per month maintenance flee.
PAYMENT DUE ON RECEIPT.
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MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF: HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
CERTIFICATE OF HEALTH AUTHORITY
A'PPROVAL FOR A SINGLE FAMILY DWELLING
011 -112=15
Parcel I.D. Cf
1. GENERALINFORMATION
Complete'legal description T,ob ?;
Sandy Beach Subdivision
Location (site address or directions)
5204 Strawberry Road
Anchorage, AK
p. roperty owner
Mailing address
LSn'ding '¢g(~nc,j.
Mailin~g address
Agent .:'~'. ·
Address
' Lillian Ulmer Day phone
1032 W. 11th Ave. #205 Anchorage, AK 99501
Day phone
Day phone
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS; 3
TYPE OF WATER SUPPLY:
Individual well ×X
NOTF:
Community well
Public water
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
TYPE OF WASTEWATER DISPOSAL:
Individual on-site
Holding tank
Community on-site
Public sewer
NOTE:
XX
If community wastewater system, prov!de written confirmation from State ADEC
attesting to the legality and status of system.
72-025(Re¥,1/91) Front MOA#21
5. 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 of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein. I further verify that based on the information obtained from
the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is in compliance with all Municipal and State codes,
ordinances, and regulations in effect ~l¢¢¢¢¢d~[/¢
Wastew~er C~
Name of Firm f'-~ .V/~eB r/AC~ad
Address /~ E;~:~
EngineeCs signature ( ¢~ ~X'~
lit
Wastew~r Consultants, Inc.
Shall be PAID $ ~3~.¢ at,
~ prior to, closing for the
Engineering Se~ices Provided.
DHHS SIGNATURE
~ Approved for ~
__ 'Disapproved.
Conditional approval for
bedrooms.
/t I~is inspection.
mrs, Inc. Phone -~ -,2 '7 '~/'~¢
~uite 2B
Date
bedrooms, with the following stipulations:
Additional Comments
The Municipality of Anchorage Department of'Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
profeesional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes
and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
Legal Description:
A. WELL DAT/~
Well type 21""IV~.~
Leg present (Y~ //~
!
Total depth _ / ~ d)
Sanitary seal Y~__~)
·
Municipality of Anchorage
DEPARTMENT OF HEALTH .& HUMAN SERVI~uE
Environmental Serwces Diviskm ~o~rro~,~.
825 L Street, Room 502, Anchorage, Alaska 99501 · (90'7~'~J~~o~'
Health Authority Approval Checklist
-- ~ ~ ~
If A, B, or C, attach ADEC le~e~ ADEC water syJtem number
_ / , ·
Static water level
Well production
g.p.m.
WATER SAMPLE RESULTS:
Coliform
Date of sample:_
B. SEPTIC/HOLDING TANK DATA ._,[z- /D~;-"
Date installed __] 9 ,~ q-- Tank size _{~)DO ~ Number of Compartments ~_ ~ Cleanouts
Foundation cleanou, (Y,~ AZ Depression (Y~__ ~ High water alarm (Y/~
9ateof Pumping ~/~/~ _Pumper ~/~ ~C~/~
C. ABSORPTION FIELD DATA - ~FESOG~ ~ ~"77~.~//~q ~ E~
Date installed ~ ~ ~ 5 ?
Length ILl ~_ _Width_
Effective absorption area __~.~ K _
Soil rating (g.p.d./fF or fF/bdrm) - __ System typa ,~/2r2~ ~_~
IJ ~ _ Gravel thickness below pipe -" Total depth /~¥~ //
Monitoring Tube present~/N) y_ Depression overfield (Y~ ,X,,.~
Date of adequacy test
Fluid depth in absorption field before test (In.); ~/,
Fluid depth. Z//~' ~/ . (ins)Minutes later:
Peroxide treatment (past 12 months) (Y/N)
g%'l~l-qq Results~ail) _ /"OE ,5 --% For
Immediately after q~'~_ gal. water added (in.): _
Absorption rate = z'/5'~(~ '-/'' g.p.d.
If yes, give date_ ' /k//,/~
bedroor~ls
72-026 (Rev. 3/96)*
LIFT STATION
Date installed
Manhole/Access (Y/N) ~-'-"~ "Pump on" level at*
water alarm~' / *Datum
High
E. SEPARATION DISTANCES
"Pump off" level at*
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot .~ ~c_
/
Absorption field on lot ~-~) ',~
Public sewer main /'~///~
Sewer/septic service line ~ --~ /
On adjacent lots
On adjacent lots ~'O
Public sewer manhole/cleanout /~//~
Lift station ,/',,////'-ri`
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Foundation ~ "/" Property line ~ '~' Absorption field
Water main/service line ~' ~'r,~ Surface water/drainage /~ '/- Wells on adjacent lots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO:
!
Property line I~,k, Building foundation [0 '~ Water main/service line
!
Sudace water III ~r¢~ c'/o ~-d [d.~__ Driveway, parking/vehicle storage area
Curtain drain F~OY~., ~O¢~ Wells on adjacent lots
ENGINEER'S CERTIFICATIO~
in conforma~ ~7~ffli~ in effect on this date.
Signature
Enginoer'sNa~',TM '_)~ ~' ~'~ .......
Date
/
I oo ,+-
HAA Fee $
Date of Payment
Receipt Number
72-026 (Rev. 3/96)*
Waiver Fee $
Date of Payment
Receipt Number
Alaska Water & Wastewater Consultants, Inc.
6901 Debarr Road, Suite 2-B ~ Anchorage ~ Alaska 99504
Phone (907) ;}37~6179 ~ Fax (907) 338-3246
Consulting Engineers
September 2, 1999
Municipality of Anchorage
Department of Health & Human Services
Division of Environmental Services
OnkSite Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Subject: Undocumented Septic System at Sandy Beach S/D, Lot 7
To whom it may concern:
GENERAL: Attached is the HAA package for the well and septic system on the subject
property. According to MOA records, the house on this lot was constructed in 1959. According
to the owner's son (Brent Ulmer), an additional seepage pit was constructed in 1964 or 1965.
The location of the upgrade is unknown. Perhaps the only visible pipe is pm~t of the upgraded
system and the old portion of the system has no monitoring pipe? It is my understanding that the
septic tank and seepage pit are constructed of poured concrete or CMU block. According to A+
Itome Service pumping records, the tank volume is 1000 gallons. The dimension of the seepage
pits is unknown, except that it is 8.5 feet below grade in the clean-out. Per our testing data, the
absorption rate of the seepage pit exceeds the MOA requirements for a 3 bedroom house (450
gallons per day).
GROUNDWATER MONITORING: On 8/13/99 two test holes were augured by Discovery
Drilling. They were both drilled about 5 feet fi'om the "east" lot line (property line shared with
Lot 8, Sandy Beach). The first hole was approximately 20 feet uphill ~om the seepage pit
clean-out, however, it was noted during the drilling process that the tailings had a sewage smell to
it, indicating that the hole was either in a part of the seepage pit, or at least being influenced by it.
A second hole was augured approximately 20 feet further uphill, to a depth of 14.5 feet. The hole
was dr3' on 8/13/99 and 8/20/99. According to the soils log for the 1995 septic system upgrade
on Lot 8, Sandy Beach, no groundwater was encountered to a depth of 16 feet below grade.
Based upon this data it appears that the bottom of the seepage pit is at least 6 feet above
groundwater. Based upon the comments of the driller, and the soils log for Lot 8, Sandy Beach,
the seepage pit is installed in well graded sand.
SEPARATION DISTANCE FROM SEEPAGE PIT TO LOT LINE: The separation distance
fi'om the seepage pit to the lot line is unknown. As mentioned previously, sewage odor was
present in the lower test hole that was drilled about 5 feet t~om the "east" the property line.
SEPA1LATION DISTANCE FROM WELL AND SEPTIC SYSTEM: In 1959 the requh'ed
separation distance from a private well to a septic tank was 50 feet. The separation distance from
the well to the existing septic tank is greater than 50 feet. The separation distance to the existing
seepage pit clean-out is over 100 feet. There are no separation distance concerns to the well and
septic systems on Lots 6 & 8, Sandy Beach (100+).
If you have any question~
PresicI~n~/ (2/
please contact us at 337-6179.
C.C. Brem Ulmer
~,AS~ WA'~R ~ WASTEWA~R CONS~,T~S, ~C.
PHONE: (go7) 337-8~Tg/F~: (go7) 33B-3248
~PE OF WORK:
SITE PLAN
BRENT ULCER ~[.[.... ........... . .¢~
DaTe:g/1 o/gg DRAWN BY: JSOAL~: PAGE:
J.A.G. 1 = 100' 1 OF 1