HomeMy WebLinkAboutPALATERRA ADDN 2 LT 2Palaterra Addn
•
#017�151mm26
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On-Site Water & Wastewater Section Fax: 907-343-7997
Pump Installation Log
Well Drilling Permit Number: _______________ Date of Issue: ____-____-____
Parcel Identification Number: ____-____-____
Legal Description Block Lot Property Owner Name & Address:
Pump Installation Date: _____-_____-_____
Pump Intake Depth Below Top of Well Casing: __________ feet
Pump Manufacturer’s Name: ___________________________ Pump
Model: ___________________________________
Pump Size: ____________hp
Pitless Adapter Burial Depth: _________ feet
Pitless Adapter Manufacturer’s Name: _________________________
Pitless Adapter Installer: ____________________________
Well Disinfected Upon Completion? XX Yes No
Method of Disinfection: _____________________________
Comments:
Pump Installer Name: __________________________________
Company: ___________________________________________
Mailing Address: ______________________________________
City: ___________________ State: __________Zip: _________
Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation.
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Benjamin Schiller
CE 12592R
E
GISTEREDPROFES S I O N A L E N GINEER
1"=50'
(2)x40' LONG x 3' WIDE, 8'
EFFECTIVE DEPTH
ABSORPTION TRENCHES
1500-GAL ADVANTEX
FAP 2.0 SYSTEM
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
MH
TH#1
PERMIT # OSP231364 PID # 017-151-26
PALATERRA ADDITION 2, LOT 2
A B
FCO 9.0
MH
VAULT
A
B
C
C
4.7
23.8
26.8
CO1
MT1
CO2
47.3
48.3
87.5
MT2 84.6
45.3
43.8
48.5
48.2
74.2
72.7
FEET
0 50 100
FCO
De
P
A
L
A
T
I
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C
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C
L
E
4-BDRM HOME
PLAN AS-BUILT
1/24/24
UNDEVELOPED
925
920
915
10' T&E
EASEMENTS
ALTERNATE SITE
P2
CO2
CO4
CO3
CO1
MT3
MT4
MT2
MT1
FS
WELL AND SEPTIC
OUT OF VIEWPORT
WELL
FS
CO3
58.5
56.1
MT3
CO4
MT4
58.3
92.5
88.5
46.3
32.9
34.4
66.1
62.8
PROFILE AS-BUILT
(NO SCALE)
PERMIT # OSP231364 PID # 017-151-26
PALATERRA ADDITION 2, LOT 2
99.8 FINISH GRADE
40'
DRAINFIELD ROCK
MT
3
TH
#
1
NO GROUNDWATER 10/20/2023
87.4
95.4
CO
3
CO
4
81.2
87.4
95.4
98.2 ORIGINAL GRADE MT
4
Benjamin Schiller
CE 12592
R
E
GISTEREDPROFE S S I O N A L E N GINEER
1500 GAL ADVANTEX
FAP 2.0 TANK
AX-20
FILTER
POD
1/16/24
100.1 FINISH GRADE
91.2
97.2
96.3
MH
FC
O
SOUTH TRENCH
100.3 FINISH GRADE
40'
DRAINFIELD ROCK
MT
1
TH
#
1
NO GROUNDWATER 10/20/2023
87.3
95.3
CO
1
CO
2
80.9
87.3
95.3
97.9 ORIGINAL GRADE MT
2
NORTH TRENCH
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On-Site Water & Wastewater Section Fax: 907-343-7997
Pump Installation Log
Well Drilling Permit Number: _______________ Date of Issue: ____-____-____
Parcel Identification Number: ____-____-____
Legal Description Block Lot Property Owner Name & Address:
Pump Installation Date: _____-_____-_____
Pump Intake Depth Below Top of Well Casing: __________ feet
Pump Manufacturer’s Name: ___________________________ Pump
Model: ___________________________________
Pump Size: ____________hp
Pitless Adapter Burial Depth: _________ feet
Pitless Adapter Manufacturer’s Name: _________________________
Pitless Adapter Installer: ____________________________
Well Disinfected Upon Completion? XX Yes No
Method of Disinfection: _____________________________
Comments:
Pump Installer Name: __________________________________
Company: ___________________________________________
Mailing Address: ______________________________________
City: ___________________ State: __________Zip: _________
Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation.
Alpine Drilling & Enterprises
Well Log
Permit Number: #SW231364 Date of Issue: 10-26-23 Parcel Identification Number: 01715126000
Date Started: 6-16-24 Date Completed: 6-19-24 Is well located at approved permit location? x Yes ❑ No
Legal Description: Palaterra Addition #2 Lot 2
Property Owner Name & Address: Colony Builders Inc.
9420 Vanguard Unit A
Anchorage, Alaska 99507
Borehole Data:
Depth (ft)
Method of Drilling x air rotary ❑ cable tool
Soil Type, Thickness & Water Strata
From
To
Casing type: steel
stick-up
0
2
Wall Thickness: .250 inches
organics & silt
gravelly silt
2
4
4
23
Diameter: 6 inches Depth: 203 feet --
Liner Type:
Diameter: inches Depth: feet
sandy silt
23
115
Casing stickup above ground: 2 feet
Static water level (from ground level): 136 feet
gravelly silt 115 191
silt
191
197
Pumping level: 200 feet after
water sand & gravel
197
201
2 hours pumping 15 gpm
Recovery Rate: 15 gpm
silt
201
203
Method of Testing: air lift
Well Intake Opening Type:
x Open End ❑ Open Hole
❑ Screened Start feet Stopped feet
❑ Perforations Start feet Stopped feet
Grout Type: bentonite granules Volume: 22 bgs
Depth: Start 0 feet Stopped ? feet
Pump: Intake Depth feet
Pump size hp Brand Name
Well Disinfected Upon Completion? x Yes ❑ No
Method of Disinfection: chlorine tablets
Comments:
Well Driller: Alpine Drilling & Enterprises
PO Box 110496
Anchorage AK 99511
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Water & Wastewater System Permit
Permit Number: OSP231364
Work Type: WellSeptic Initial
Tax Code Number: 01715126000
Site Legal Address: PALATERRA ADDN 2 LT 2 G:2939
Site Mailing Address:
Owner: COLONY BUILDERS INC
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date:
Expiration Date
nv f
r.
De•paI-tment
Lot Size in Sq Ft
Total Bedrooms:
10/26/2023
10/25/2024
45370
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Rey: li 5 ue tc, Co �g Date:
Issued By: Date:
4
Ro5 H
MUNICIPALITY OF ANCHORAGE
r� q I
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 017-151-26
Property owner(s) Colony Builders Inc Day phone (907) 345-0371
Mailing address 9420 Vanguard Drive #A, Anchorage AK 99503
Site address NHN De Palatis Cir, Anchorage, AK 99516
Legal description (Sub'd., Block & Lot) Palaterra Addition 2, Lot 2
Legal description (Township, Range & Section)
Lot Size 45,370 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(N all that apply)
Absorption FieldX❑
Initial X❑
Single Family (SF) X❑
Septic Tank
X❑
Upgrade ❑
(w/wo ADU)
Holding Tank
ElRenewal
ElDuplex
(D) El
Privy
❑
Multiple Dwellings ❑
(SF and/or D)
Private Well
X❑
Water Storage
❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: -# l312 Waiver Fees:
Date of Payment: /0�/23 Date of Payment:
Receipt Number: 670ZOD Receipt Number:
Permit No. ®JP 23 136 -1 Waiver No.
Permit App_*- : ;:._'c
October 24, 2023
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Palaterra Addn 2 Lot 2 – NHN DePalatis Cir
Septic system design
Dear On-Site Services Engineer:
The owner of the above lot intends to build a 4-bedroom home on the property, so we are
submitting this permit application for the construction of a new well and septic system. The
attached site plan identifies the location of the home as well as the proposed well, septic location
and alternate site.
The ground surface on the lot slopes moderately toward the south at a grade between 2-10%. There
are no slopes greater than 25% within 50 feet downslope of either the primary or alternate site.
Contours are shown on the site plan showing the grade and direction of flow. Stormwater drainage
will not impact this septic system. The new trench will be constructed parallel to the slope as much
as possible. Wells on this and adjacent lots are shown. No conflicts exist between this proposed
system and any other well or septic system, whether on this lot or adjacent lots. The new system
will be a minimum of 50’ from all wells and surface water, and more than 5’ away from the septic
tank. The alternate site is located more than 16’ away.
Please refer to the attached test hole logs, plan and profile pages for the septic design. If this design
is followed, there will be no adverse impacts to adjacent properties.
Sincerely,
Benjamin Schiller, PE
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231364, Deb Wockenfuss, 10/26/23
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
1"=50'
(2)x40' LONG x 3' WIDE, 8'
EFFECTIVE DEPTH
ABSORPTION TRENCHES
MIN 16' SEPARATION
1500-GAL ADVANTEX
FAP 2.0 SYSTEM
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
2CO
TH#1
PALATERRA ADDITION 2, LOT 2
FEET
0 50 100
FCO
De
P
A
L
A
T
I
S
C
I
R
C
L
E
4-BDRM HOME
SEPTIC PLAN
10/23/23
UNDEVELOPED
925
920
915
10' T&E
EASEMENTS
ALTERNATE SITE
P2
CO
CO
CO
CO
MT MT
MTMT
FS
WELL AND SEPTIC
OUT OF VIEWPORT
PROPOSED WELL
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231364, Deb Wockenfuss, 10/26/23
PALATERRA ADDITION 2, LOT 2
TYPICAL TRENCH SECTION
(NO SCALE)
NOTES:
1. GRADE AREA OVER TRENCH TO DRAIN AWAY
2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2'
WITH 2" OF INSULATION
3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
4" PERFORATED PVC (HOLES DOWN)
DRAINFIELD ROCK
3'
6"
1'-6"
8'
DESIGN FACTORS:SYSTEM REQUIREMENTS:
600 GPD PEAK FLOW
PERK RATE: 120 MIN/IN
APPLICATION RATE: 0.5 GPD/SF
DEEP TRENCH SYSTEM
ADVANTEX FAP 2.0 SEPTIC SYSTEM
BOTTOM OF TRENCH: 10' BELOW GRADE
FLOW LINE ELEVATION: 2' BELOW GRADE
600 GPD / 0.5 GPD/SF/ 8' DEEP / 2 SIDES) = 75 LF TRENCH REQUIRED (80 LF SPECIFIED)
GEOTEXTILE FABRIC
6"
10/23/23
PROVIDE ADDITIONAL MIN 6" FILL
TO ACCOUNT FOR SETTLEMENT
2" INSULATION
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231364, Deb Wockenfuss, 10/26/23
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE: PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
DEPTH
(feet)
TEST HOLE 1
DATE READING START TIME NET TIME
(minutes)
DEPTH to
WATER NET DROP
PERCOLATION RATE: (MIN/INCH)
(inches)(inches)
DATE OF MONITORING
WAS WATER ENCOUNTERED?
DEPTH TO WATER AFTER MONITORING
IF YES @ WHAT DEPTH?
120
10/6/23 1
2
3
SM TIGHT SILTY
SAND W/ GRAVEL
Professional Engineers Stamp:
NO
PALATERRA ADDN 2 LOT 2
10/6/23 017-151-26
BILL TAYLOR / COLONY BUILDERS
3:30 94 6
16
1' OB
30
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
TECHNICIAN: B. SCHILLER
95 5
16
-
NONE
10/20/23
COMMENTS:
SITE PLAN
15/16
USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
10/23/23
BOH
94 6
1630 94 10
16 4/16
94 10
1630 94 14
16 4/16
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231364, Deb Wockenfuss, 10/26/23
Depth
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
19-
20-
FT AND FT BGS
I
(ENGINEER'S SEAL)
Project Name/No.:
Legal Description:
15-
16-
Date
Gross Time
Start/Stop
(HH:MM)
Slope Site Plan
(minutes/inch)
Net Time
(Minutes)
Depth to Water
Start/Stop
(feet BTOC)
Net Drop
(inches)
Reading
No.
COMMENTS
FINAL PERCOLATION RATE
17-
18-
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
CERTIFY THAT THIS TEST WASPERFORMED BY:
S
L
O
P
E
WAS GROUNDWATER
OBSERVED ATD?
IF YES, AT WHAT DEPTH?
MEASURED DEPTH TO
GROUNDWATER
DATE OF MEASUREMENT
Date Performed:
Northern Geotechnical Engineering, Inc.
Terra Firma Testing
11301 Olive Lane
Anchorage, AK 99515
(907)344-5934
Soils Log - Percolation Test
Proposed Lot 2, Palaterra Subd.
15:04 / 15:12
15:13 / 15:21
15:22 / 15:31
13:22 / 13:30
14:55 / 15:03 8
2 6 in./4 in.
1 2.86 13.36
7/2/21
June 17, 2021
3
4
5
6/17/21
6/25/21
8
8
8
9
15:33 / 15:42 9
Proposed Lots 1-11, Palaterra Subd. / 5969-21
Colony Builders, Inc.
No
N/A
None
1
Andrew C. Smith, CPG Keith F. Mobley, P.E.
2
6
6
(feet)
24-
25-
21 -
22-
23-
PERC HOLE/CASING DIAMETER
Test Performed For:
Borehole ID: P2
Drilled On: 6/1 4/21
TEST RUN BETWEEN CASING S/U 1.10
13.960 / 14.460
13.960 / 14.460
13.960 / 14.460
13.960 / 14.460
13.960 / 14.460
13.960 / 14.460
6
6
6
6
6
SEE
SITE
MAP
SEE
SITE
MAP
OL
SM
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231364, Deb Wockenfuss, 10/26/23
MUNICIPALITY OF ANCHORAGE
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and
entered into as of this p( Dav of _�bt— of 20-Z3. by and between
�j 1 1G tb (OA. � by ein the "OWNER," and the Municipality of
Anchorage, herein the "IvILi� CIPALITY"; in accordance with Anchorage Municipal Code
(AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this
Agreement agree as follows:
1. advanced Waste`yatel• Treatment Systems. The Municipality grants permission to the
Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS),
described as Advantex System
located at (legal description)
Palaterra Addn 2, Lot 2
2. Maintenance, Repairs and Alterations.
(Owner is required to read, understand and initial each section)
�l1 Throughout the term of this Aareeinent, the Owner shall enter into a service agreement
with an AWWTS service and maintenance provider approved by the Municipality or the
P tY
manufacturer's representative. The AWWTS shall be maintained in a satisfactory
condition capable of performing as designed and producing. treated septic effluent in
accordance with the equipment's approval for operation in the Municipality.
It shall be the responsibility of the Owner during the tens of this Agreement to pay for all
repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This
includes an annual maintenance fee (typically $400 to $60.0).
Owner agrees that only maintenance and repair personnel approved by the Municipality
or the'manufacturer's representative will inspect and make any necessary maintenance,
repairs or permitted alterations to the system.
t Owner acknowledges that regular maintenance of an AWWTS reduces the potential
failure of the system, which could include sewage backup and costly repairs or drainfield
replacement.
(rev. 05/18/2018) Pagel of 3
Owner acknowledges that the Municipality may request records of maintenance and
repairs from the manufacturer's representative or maintenance provider.
Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.030.
Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
Owner agrees that any sale or transfer of title of the property will not occur without a new
Certificate of On -Site Systems Approval.
Owner agrees that the AWWTS installation and maintenance requirements as provided
by the AWWTS vendor/installer and approved by the Municipality are the governing
guidelines for the construction, maintenance and repair of the Owner's AWWTS.
Owner agrees to maintain remote monitoring of the AWWTS as required by the
AWWTS approval.
3. Term. The term of this Agreement shall begin on the date of approval by the
Municipality to operate the installed system, or upon transfer of title, and shall continue
while the AWWTS is operational or until title is transferred.
4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this
Agreement shall in no way constitute a waiver of the provisions, nor in any way affect
the validity of the Agreement or any part hereof, or the right of the Municipality
thereafter to enforce every provision hereof.
5. Amendment. This Agreement shall only be amended by authorized representatives of
the Owner and Municipality. Any attempt to amend this agreement by either an
unauthorized representative or unauthorized means shall be void.
6. Jurisdiction: Choice of Law. Any civil action arising from this 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 Agreement.
7. Severability. Any provisions of this Agreement decreed invalid by a court of competent
jurisdiction shall not invalidate the remaining provisions of the Agreement.
(rev. 05/18/2018) Page 2 of 3
OWNER: -/ //
STATE OF ALASKA
THIRD JUDICIAL DISTRICT
(signature)
Ol (print name)
)
ss.
Date:
lD
The foregoing instrument was acluiowledged before me this day of
20?" by `4 i L L �AL.1l 0V—
NOTARY PUBLIC FOR ALASKA =NOTARYIC
N
My Commission expires: ) (� KA
ly 1 6, 2024
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Title:
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Benjamin Schiller, P.E.
(907) 522-7773
Lot 2
Palterra Addn. No. 2 Subdivision
As-Built
Land Surveying
Land Development Consultants
Subdivision Specialists
Construction Surveying
AEC# 173042
S4
Group
124 E 7th Avenue
Anchorage, Alaska 99501
(907) 306-8104
mail@S4AK.com
07/26/2024
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Job Number:1244976
Client:Forge Engineering Inc.
Project Description:Generic for Ben Schiller
(TC/NO3/As)
Job Reference:Palaterra Addn 2L2
Client Sample ID:Palaterra Addn 2L2
Lab Sample ID:1244976001
Location:
Date Sampled:9/4/2024 10:15 AM
Matrix:Drinking Water-Non
PWSID
Analyte CAS # Unit
(EP200.8 (EP200.8))
Arsenic ug/L 5.00 U
(SM21 4500NO3-F (SM21 4500NO3-F))
Total Nitrate/Nitrite-N mg/L 6.18
(SM21 9223B (SM21 9223B))
E. Coli 100mL Negative
Total Coliform 100mL Negative
SGS Engage - Group Crosstab
September 10, 2024
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Palaterra Addition 2 Lot 2 - 13357 De Palatis Circle
COSA approval
Dear On-Site Services Engineer:
The final water sample results for this property have not been received from the lab. We have
researched and collected the results from surrounding wells. They are listed in the table below.
We can confirm Lot 2 produced a negative result for Total Coliform, E Coli and Nitrates. That
preliminary result has been provided.
Lot Date of Sample Coliform Nitrate Arsenic
Palaterra Add #2 L1 12/21/22 NEG 3.81 mg/L ND
Palaterra Add #2 L3 (Undeveloped lot) No water sample results available.
Palaterra Add #2 L9 9/13/22 NEG 1.39 mg/L ND
Palaterra Add #2 L10 5/29/24 NEG 0.356 mg/L ND
Palaterra Add #2 L11 8/29/23 NEG 1.29 mg/L ND
Collier L1 (Property to East) 76/99 NEG 1.04 mg/L ND
Collier L4 (Property to East) 12/12/14 NEG 3.07 mg/L ND
Lamb L2 (Property to East) 5/25/23 NEG ND ND
With these surrounding water sample results, we are submitting for COSA. We politely request
the COSA for Lot 2 be issued with the final water sample results pending. The well was installed
in June of 2024. The nitrate results are likely to return from the lab with similar results as the
surrounding properties.
Sincerely,
Benjamin Schiller, PE
MUNICIPALITY OF ANCHORAGE
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and
entered into as of this q�kt�'Day of C of 2004, by and between
-4y-V^tr�,fherein the "OWNER," and the Municipality of
Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code
(AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this
Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the
Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS),
described as A eytV ,/���C ,
located at (legal description)
L d k �- Q c„ l-E-�rr'� �� ✓� ddQ_ -
2. Maintenance, Repairs and Alterations.
(Owner is required to read, understand and initial each section)
W. Throughout the term of this Agreement, the Owner shall enter into a service agreement
with an AWWTS service and maintenance provider approved by the Municipality or the
manufacturer's representative. The AWWTS shall be maintained in a satisfactory
condition capable of performing as designed and producing treated septic effluent in
accordance with the equipment's approval for operation in the Municipality.
41d- It shall be the responsibility of the Owner during the term of this Agreement to pay for all
repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This
includes an annual maintenance fee (typically $400 to $600).
Owner agrees that only maintenance and repair personnel approved by the Municipality
or the manufacturer's representative will inspect and make any necessary maintenance,
repairs or permitted alterations to the system.
Owner acknowledges that regular maintenance of an AWWTS reduces the potential
failure of the system, which could include sewage backup and costly repairs or drainfield
replacement.
(rev. 05/18/2018) Page 1 of 3
yf Owner acknowledges that the Municipality may request records of maintenance and
repairs from the manufacturer's representative or maintenance provider.
Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.030.
Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
Owner agrees that any sale or transfer of title of the property will not occur without a new
Certificate of On -Site Systems Approval.
Owner agrees that the AWWTS installation and maintenance requirements as provided
by the AWWTS vendor/installer and approved by the Municipality are the governing
guidelines for the construction, maintenance and repair of the Owner's AWWTS.
Owner agrees to maintain remote monitoring of the AWWTS as required by the
AWWTS approval.
3. Term. The term of this Agreement shall begin on the date of approval by the
Municipality to operate the installed system, or upon transfer of title, and shall continue
while the AWWTS is operational or until title is transferred.
4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this
Agreement shall in no way constitute a waiver of the provisions, nor in any way affect
the validity of the Agreement or any part hereof, or the right of the Municipality
thereafter to enforce every provision hereof.
5. Amendment. This Agreement shall only be amended by authorized representatives of
the Owner and Municipality. Any attempt to amend this agreement by either an
unauthorized representative or unauthorized means shall be void.
6. Jurisdiction: Choice of Law. Any civil action arising from this 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 Agreement.
7. Severability. Any provisions of this Agreement decreed invalid by a court of competent
jurisdiction shall not invalidate the remaining provisions of the Agreement.
(rev. 05/18/2018) Page 2 of 3
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