HomeMy WebLinkAboutSHANGRI-LA ESTATES EAST BLK 2 LT 2Onsite File
Shangri-La Estates
East
Block 2
Lot 2
PID# 020-043-57
MOA site visit (3/7/22), no signs that the well or
septic system was unstalled under OSP151370.
On -Site Water & Wastewater System Permit
Permit Number• OSP151370
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
Tax Code Number: 02004357000
Work Type: WellSeptic Renewal
Permit Effective Dates: November 30, 2015 to November 29, 2016
Design Engineer:
Subdivision: SHANGRI-LA ESTATES EAST
Site Legal Address: SHANGRI-LA ESTATES EAST BILK 2 LT 2 G:3239
Owner/Address: QUIRK KEENAN & ERIN MCKINLEY
PO BOX 112664 ANCHORAGE AK 995112664
Site Mailing Address:
This permit is for the construction of:
Lot Size in Sq Ft: 40148
Total Bedrooms: 4
Y Disposal Field Y Septic Tank N Holding Tank N Privy Y 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.
Provisions:
The Engineer needs to do a percolation test in the upper GM soil strata prior to the 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. AMC 15.65.060.B.3
11/30/15 By phone: Michael Anderson has stated that he is not aware of any changes that would
make the 2014 design invalid.
Received By:
Issued By:
MUNICIPALITY F
Community Development Department
Development Services Division u4v
On -Site Water & Wastewater Program
Phone:
Fax:
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D.
Property owner(s) Ile r) aA (tYi f j (GU! rK Day phone
Mailing address ` �p� o� (0` / ]�rd-
Site address Af�hvj
Legal description (Sub'd., Block & Lot) � hLlf)q rl' —) Q F 1
Legal description (Township, Range & Section) %OL
J I1
Lot Size '7u1, 4 -r 0
Sq. Ft.
Number of Be
APPLICATION IS FOR:
APPLICATION IS AN:
(® all that apply)
Duplex (D)_
❑
Absorption Field
❑
Initial
Septic Tank
Upgrade ❑
Holding Tank
❑
Renewal X
Privy
❑
Private Well
0
Water Storage
❑
NOV 10016
10'
9q':5//
q qtr
TYPE OF DWELLING:
Single Family (SF)
(w/wo ADU)
Duplex (D)_
❑
Multiple Dwellings
❑
(SF and/or D)
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.
Permit/Rush Fees: Or Jr'rct✓
Date of-Payp4& tt II --lo -15
Receipt Number:
Permit No. 05ey513' 0
Permit App_9-1-12.doe
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
On -Site Water & Wastewater 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: OSP141164
Tax Code Number: 02004357000
Work Type: WellSeptic Initial
Permit Effective Dates: June 17, 2014 to June 17, 2015
Design Engineer: ANDERSON ENGINEERING
Subdivision: SHANGRI-LA ESTATES EAST
Site Legal Address: SHANGRI-LA ESTATES EAST BLK 2 LT 2 G:3239
Owner/Address: QUIRK KEENAN & ERIN MCKINLEY
PO BOX 112664 ANCHORAGE AK 995112664
Site Mailing Address: Lot Size in Sq Ft: 40148
Total Bedrooms: 4
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy Y 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.
Special Provisions: The Engineer needs to do a percolation test in the upper GM soil strata prior to
the 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. AMC 15.65.060.B.3
Received By:
Issued By:
Datej�0 IZ4
Date: /7 /
MUNICIPALITY OF
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
Parcel I.D.
ANCHORAGE
Phone: 907-343-7904
Fax: 907-343-7997
ON-SITE SEWER/WELL PERMIT APPLICATION
020-043-57
Property owner(s) Kennan and Erin Quirk
Mailing address P.O. Box 112664 Anchorage, AK 99511
Site address
Drive Anchorage, AK 99516
Legal description (Sub'd., Block & Lot)
Day phone
Block 2, Lot 2
Legal description (Township, Range & Section) 5hEy1c — LA :FS -6 s � p8t
Lot Size 40,148 Sq. Ft. Number of Bedrooms Four (4)
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
❑X
Initial ❑x
Single Family (SF)
(w/wo ADU)
Septic Tank
❑X
Upgrade ❑
Duplex (D)
Holding Tank
❑
Renewal ❑
g� ultiple Dwellings
Privy
El�i
B M I
I TA (SF and/or D)
Private Well
Water Storage
El"
0 2
2014
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Dis tance:
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
Permit/Rush Fees: I a15- Waiver Fees:
Date of Payment: 217 Date of Payment:
Receipt Number: og?2150a Receipt Number:
Permit No. D5 p1 q 11 ° 7 Waiver No.
Permit App_.:-
❑X
L -Z
June 2, 2014
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, AK 99519-6650
Subject: Lot 2, Block 2, Shangri La Estates East Subdivision
Septic System Design and Permit Application
Impacts to Adjacent Properties
Dear Onsite Services Engineer:
The owner of Lot 2, Block 2, Shangri La Estates East Subdivision intends to construct a
new four-bedroom home on the lot. We are therefore requesting a permit be issued for
the construction of a new well and septic system to accommodate the home. The
attached Site Plan and backup documentation identify the location and configuration of
the proposed well and septic system along with the alternate site. Lots on all sides with
the lot are currently vacant so no conflicts exist between the proposed septic system
and well or septic systems and wells on adjacent lots. Drainage arrows are shown on
the site plan showing the grade and direction of flow on the lot. The drainage pattern
will not be changed as a result of this project.
The test holes placed on the lot in the area of the absorption trench and alternate site.
indicate silty gravel with sand (GM) in the zone specified for the absorption trench. The
percolation rate of the soil was determined to be 20 minutes per inch. Groundwater
was found during the placement of Test Hole No. 12 at 10' below the surface. None
was found however in Test Hole No. 11 and none was noted during the monitoring
period. The absorption trench is designed around Test Hale No. 11. Plat notes require
the use of nitrate reducing septic systems on the lot. We have therefore specified an
Advantex Treatement System to accommodate four bedrooms. An application rate of
3.0 gallons per day per square foot was used in the design of the absorption system.
We are proposing to place a new Advantex Tank and AX -20 Pod and a 35' long by 5'
wide by 1' effective depth absorption trench to treat and dispose of the effluent
generated in the house. The elevation of the distribution line in the absorption trench
will be 2' below the surface and the total depth will be 3'. A minimum of 3' of fill or 2" of
insulation and 2' of fill will be placed over the absorption trench and 4' over the septic
tank. The surface of the lot will allow gravity flow from the pod to the absorption trench
Lot 6, Block 2, Shangri La East Subdivision
June 2, 2014
Page Two
so an add on lift station is not required.
The ground surface on the lot in the area of the septic system slopes to the northwest.
The new trench will be constructed parallel with the contours of the slope as much as
possible in conformance with Municipal requirements. The new septic system will be
constructed a minimum of 100' from all wells and any surface water and 10' the
proposed and existing water services in the area.
If the system is constructed in accordance with our design the following statements
apply:
The system, if constructed as designed, will have no adverse impact on the wells
in the area or those to be constructed in the future.
2. The system, if constructed as designed, will have no adverse impact on existing
septic systems in the area or those to be constructed in the future.
3. The system, if constructed as designed, will have no adverse impact on reserve
space, either surface or subsurface, on any lots located in the area.
4. The system, if constructed as designed, will have no adverse impact on drainage
patterns in the area. The current drainage pattern will be maintained.
Sincerely,, Q Z n
Michael E. Anderson, P.E.
Attachments
MICHAEL E. ANDERSON
No. CE -4381
PLAT N0. 2011-62
SHANGRI-LA ESTATES -EAST SUBDIVISION
LOT 2, BLOCK 2
40,148 S.F.
1047
S 82'02'01"
E 147.42•
10' T. & E, ESMir
1044'
Four Bedroom Advontex
Treatment System with AX20
Pad and Gravity Flow to
Absorption Trench.
LOT 3, BLOCK 2
VACANT
ry 80 3
1106' ELEVATIONS BASED
ON 1972 NGS DATUM (TYP)
0
Alternate Site
35' Long x 5' Wide x
o
0 1' Effective Depth
Properties are Vacant.
Absorption Trench.
n
TMrr �'
LOT 1, BLOCK
2 w
,.r2
VACANT
1,500 Gallon
x} �`
c
Advanlex
Septic Tank b
TH — Test Hole
'�'Y'� °""'�
Z
� N
O \ N
— Monitor Tube
t
SITE
�
PLAN
FMITC
FCO — Foundation lean out
•ANDER SON •' tot
rco p
0
\
MH — Man Hole
/,
o
E-4361
SCALE
1' = SO'
+
Four Bedroom +
o
'a.
Home
1
Z�bGg9
7368'
G• y
1097' N 80'32'0%.E
PROPOSED
WELL
G
5
86.3q
/
\
S7 F
T
SA
58.09'
7368
Four Bedroom Advontex
Treatment System with AX20
Pad and Gravity Flow to
Absorption Trench.
LOT 3, BLOCK 2
VACANT
ry 80 3
1106' ELEVATIONS BASED
ON 1972 NGS DATUM (TYP)
NOTE:
All Surrounding
Properties are Vacant.
LEGEND
CO — Cleanout
x} �`
SV — Septic Vent
TH — Test Hole
'�'Y'� °""'�
— Monitor Tube
�,/,�c..pC/l
SITE
PLAN
FMITC
FCO — Foundation lean out
•ANDER SON •' tot
MH — Man Hole
/,
E-4361
SCALE
1' = SO'
LOT 2, BLOCK 2, SHANGRI-LA EAST SUBDIVISION
DESIGN FACTORS: SYSTEM REQUIREMENTS:
Four Bedroom Home 5' Wide Trench System
Perc. Rate: 20 Min./Inch Four Bedroom Advantex Treatment System
Application Rate: 3 GPD/SF with AX -20 Pod - Gravity Flow
1' Drainfield Rock
4 Bedrooms * 150 GPD/Bedroom = 600 SF Absorption Area
600 SF/3 GPD/SF/5 SF (Width) *.87 (Red. Factor)= 34.8 LF Trench Length
THEREFORE: Construct a 35' Long x 5' Wide x 1' Effective Depth Absorption Trench.
Flow Line Elevation in Trench to be 2' Below Original Ground Surface. Total Depth to be
3' Below Existing Ground. Provide 3' Cover Over Absorption Trench and 4' Cover Over
Septic Tank. Gravity Flow From Pod to Absorption Field.
1'6"
6 I O
1'
5'
II
Fabric
4" Perforated
PVC (Holes Down)
Drainfield Rock
TYPICAL 5' WIDE TRENCH SECTION
(NO SCALE)
NOTE: Grade Area Over Trench to Drain Away.
Minimum 6' Separation From Bedrock. ....:
Minimum 4' Separation From Groundwater. �v
Minimum 100' Separation From Private Wells in the Area.
Minimum 100' Separation From Surface Water or Streams.
MICHAEL E. ANDERSON
NO. CE4381
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT/BUILDING SAFETY DIVISION
ON-SITE WATER AND WASTEWATER PROGRAM
4700. SOUTH BRAGAW ANCHORAGE, AK 99519
SOILS LOG - PERCOLATION TEST
PROJECT #:
PERFORMED FOR: LanTech Inc. DATE PERFORMED: 7/04/2004
LEGAL DESCRIPTION: Lot 2, Block 1, Shangri La East Subdivision
TEST HOLE # 11 SLOPE SITE PLAN
Organic
Layer -OL
n
' Silty Gravel
with Sand
d GM
d
a d
d : « Well Graded Gravel WAS GROUNDWATER
d ENCOUNTERED?
GW
�d IF YES, WHAT DEPTH?
DEPTH OF WATER
AFTER MONITORING:
n' DATE:
i
a ' "
e'
d:
17-
13011 - 1'
76011-1'
18
No
17'
S
L
0
P
E
Oz
7 6
4
4%
READING DATE
GROSS
TIME
NET
TIME
DEPTH OF
WATER
NET
DROP
Start 7/4
1:14
8"
1
1:44
30
6.5"
1.5"
Recharge
1:45
8"
2
1:15
30
6.5"
1.5"
Recharge
2:16
8"
3
2:46
30
6.5"
1.5"
PERC RATE: 20 MIN./INCH PERC. HOLE DIAMETER: 6"
TEST RUN BETWEEN 6.5 FT. AND 7.0 T.
COMMENTS: Test Hole Pre Soaked Prior to Percolation Test.
TEST PERFORMED BY: ED SANDERSON I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 7/16/2004
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT/BUILDING SAFETY DIVISION
ON-SITE WATER AND WASTEWATER PROGRAM
4700 SOUTH BRAGAW ANCHORAGE, AK 99519
SOILS LOG - PERCOLATION TEST
PROJECT #:
PERFORMED FOR: LanTech.lnc. DATE PERFORMED: 7/05/2004
LEGAL DESCRIPTION: Lot 2. Block 1. Shanari La East Subdivision
TEST HOLE # 12 SLOPE
Organic
Layer -OL
n'
Silty Gravel
a..
with Sand
d:< GM
a` q..
a Q
d a
Silty Gravel
GM
°
.•�F
a r....7
a' to
/rte:
"I, mi
WAS GROUNDWATER
SITE PLAN
ENCOUNTERED?
Yes
S
DEPTH OF
WATER
NET
DROP
Start 7/5
IF YES, WHAT DEPTH?
10
0
DEPTH OF WATER
10'
P
AFTER MONITORING:
-
E
DATE:
7/11/2004
Z4_
MICHAEL E. ANDERSON
4%
READING DATE
GROSS
TIME
NET
TIME
DEPTH OF
WATER
NET
DROP
Start 7/5
9:04
8"
1
9:14
10
Dry
8"
Recharge
9:15
8"
2
9:25
10
Dry
8"
Recharge 1
9:26
1 B"
3
9:36
10
Dr
B"
PERC RATE: 1.2 MIN./INCH PERC. HOLE DIAMETER: 6..
TEST RUN BETWEEN 3.5 FT. AND 4.0 T.
COMMENTS: Test Hole Pre Soaked Prior to Percolation Test.
TEST PERFORMED BY: ED SANDERSON I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 7/16/2004
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
BETWEEN MMCIPALITY OF ANCHORAGE
(
AND / teeQ df) C�l ✓
THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this
'j ted.,
Day of of 20Al, by and between h&j')Q n Qjr4,
herein the "OWNER," and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Maintenance and Repair Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. Municipality grants permission to
Owner to utilize and operate an Advanced Wastewater Treatment System
(AWWTS), described as
Advantex Wastewater Treatment System
located at (legal description).
Lot 2, Block 2, Shangri-La Estates East Subdivision
2. Definitions.
Alteration. Any change to the design or function of an AW WTS that
includes the installation or removal of any parts, components or pieces not
included in the original construction permit and design.
Certificate of On -Site Systems Approval (COSA). An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with Anchorage
Municipal Code (hereinafter, "AMC') 15.65. These approvals certify that
the systems are adequate for the homes that they support and meet the
codes that were in place at the time of system construction.
Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AW WTS that were included
in the original design which would allow the AW WTS to continue to
perform as designed.
Permit. An On -Site Wastewater Disposal Permit as required by AMC
15.65 to construct and operate an AW WTS.
3. Term. The tern of this Maintenance and Repair Agreement shall begin on the
date of approval by the Municipality to operate the installed system or issuance of a
COSA, and shall continue while the AW WTS is in use or is operational or until the
property is sold or title is transferred by the owner and a new COSA is issued to the
new owner or transferee of the property.
4. Alterations. Installation and Removal of Additional Equipment. Prior to
performing any alterations to an AWWTS, the owner agrees to obtain an On-site
Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65.
5. Maintenance and Repairs.
A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall
maintain their AW WTS in a satisfactory condition capable of producing treated
septic effluent in accordance with the equipment's approval for operation in the
Municipality. The owner shall enter into a service agreement with an AW WTS
service and maintenance provider approved by the municipality and the
manufacturer of the AW WTS for the entire term of the AW WTS. In addition, it
shall be the responsibility of the Owner during the term of this Maintenance and
Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay
for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement
costs, and (5) inspection costs.
B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules
and orders for the AW WTS.
C. Upon request by the Municipality, the owner agrees to provide the Municipality a
written schedule of routine maintenance and repairs which have been performed
on the system. When a record of maintenance is documented and maintained by
the system vendor, the owner agrees to allow the Municipality access to this
information.
D. Owner acknowledges that the fine for failing to maintain and repair an AW WTS
may be assessed in accordance with AMC 14.60 for improper discharge.
E. Owner agrees that only maintenance and repair personnel approved by the
Municipality will inspect and make any necessary maintenance, repairs or
permitted alterations to the system.
F. Owner agrees to grant the Municipality reasonable access to test and inspect the
AW WTS upon 24 hours written notice.
G. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
H. Owner agrees that the AW WTS installation and maintenance requirements as
provided by the AW WTS vendor/installer and approved by the Municipality are
the governing guidelines for the construction, maintenance and repair of the
Owner's AWWTS.
6. Nonwaiver. The failure of either party at any time to enforce a provision of this
Maintenance and Repair Agreement shall in no way constitute a waiver of the
provisions, nor in any way affect the validity of the Maintenance and Repair
Agreement or any part hereof, or the right of such party thereafter to enforce each and
every provision hereof.
7. Amendment.
A. This Maintenance and Repair Agreement shall only be amended, modified or
changed by a writing, executed by authorized representatives of the parties, with
the same formality that this Maintenance and Repair Agreement was executed
with, and such writing shall be attached to this Maintenance and Repair
Agreement as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this agreement, the only authorized representatives of the parties
are:
a. Owner: 16U 1(,[..r 1 CY o rI —
b. Municipality: Director Community Development or designated authority
C. Any attempt to amend, modify, or change this contract by either an unauthorized
representative or unauthorized means shall be void.
8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance
and Repair Agreement shall be brought in the Superior Court for the Third Judicial
District of the State of Alaska at Anchorage. The laws of the State of Alaska shall
govern the rights and obligations of the parties under this Maintenance and Repair
Agreement.
9. Severability. Any provisions of this Maintenance and Repair Agreement decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining
provisions of the Maintenance and Repair Agreement.
OWNER:
By: ,/ (signature) Date:
Y? /7Q%% uir6—(printname)
STATE OF ALASKA )
) ss.
THIRD JUDICIAL DISTRICT )
The,,€€oregoi instrument was acknowledged before me this ` day of Jun
204 by �ii�{n (iulrK--
& 611 k—& 4(b C 0 7 — —
NOTARY PUBLIC FOR
My Commission expires: Zi
MUNICIPALITY:
By: L(— (signature)
Jpp- (print name)
Notary Pub#c
SHAUNAJOHNSTONE
State ofA188M
My Ccn1n"WDn EXPIMS Aug. 21, 2017
Date: /7 c
Title: C 6