HomeMy WebLinkAboutPOTTER HIGHLANDS PH 2 BLK 3 LT 7Pott
Highlands Ph2
Block 3
Lot 7
#020-281-78
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
MEMORANDUM
DATE: April 18, 2017
TO: --�:@ek/�; t�
FROM: Mike Anderson, P2/(C-
SUBJECT: Lot 7A, Block 3, Potter Highlands, Phase 2
Well and Septic System Permit No. OSP161174
Inspection Report and Certificate of On Site System Approval
The inspection report and Certificate of On Site System Approval for the subject lot was
submitted before the revised plat was approved. The southern lot line was marginally
affected by the replat. The attached Plan As Built was completed with the revised lot
line. Neither the well nor the septic system was affected by the change to the lot line.
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Permit Number:
Tax Code Number:
Work Type:
On-Site Water & Wastewater System Permit
OSP161174
02028178000
WellSeptic
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
Initial
Permit Effective Dates: June 29, 2016 to June 29, 2017
Design Engineer: ANDERSON ENGINEERING
Subdivision: POTTER HIGHLANDS PH 2
Site Legal Address: POTTER HIGHLANDS PH 2 BLK 3 LT 7 G:3638
Owner/Address: CROWN POINTE INC
PO Box 112313 ANCHORAGE AK 99511
Site Mailing Address: 19150 POTTER HIGHLANDS DR, Anchorage
Lot Size in Sq Ft: 68376
Total Bedrooms: 5
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 (18AACS0).
3. The wastewater code requires inspections durin9 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 freezin9 weather must either:
A. Open and Close on the same day.
B, Covered, sealed, and heated to prevent freezing,
Special Provisions:
Maximum cover over the tank of 5' unless the deeper burial tank is used,
Received By: , ~. l,, ,,,., .... . . , ~ , / Date: ,.
Issued By: /~,~ ~/~~ Date: o~'
Municipality of Anchorage
P.O. Box 196650 ® 4700 Elmore Road
Anchoraqe, Alaska 99519-6650 ® (907) 343-7904 ® Fax (907) 343-7997
http:llwww.muni.orqlOnsite
Development Services Division
On-Site Water and Wastewater Proqram
**** VARIANCE/WAIVER REVIEW
WaiverS: OSC161071 COSA#: Permit#: OSP161174
PID#: 020-281-78
Legal Description: Potter HiRh ands #2 Block 3 Lot 7
Engineer: Anderson Enqineerinq
Applicant: Crown Pointe
Your request for a waiver of the required 50 feet horizontal separation from the absorption field
to the excessive slope has been approved. The approved separation distance is 35.0 feet.
This waiver approval applies to the proposed absorption field only. Any futm'e upgrade to the
on-site wastewater disposal system will require all separation distances be met or another
approval fi'om this department.
[] The affected adjacent property owner(s) 'have been given a 7 day notice regarding this
waiver.
[] Notarized letter(s) of nonobjection have been received from the owner(s) of the affected
adjacent property.
[] Adjacent properties are not affected by this waiver.
Waiver is Granted: X Waiver is not Granted:
Date:
**** VARIANCE/WAIVER REVIEW ****
MUNICIPALITY OF
Development Se.ices Division ~ Cu'~ '~L /J Fax: 907-343-7997
On-Site Water & Wastewater Program
Parcel I.D. 020-281-78
Property owner(s) Crown Pointe, Inc.
Mailing address P.O. Box 112313 Anchorage, AK 99511
Day phone 229-1886
Site address 19150 Potter Highlands Drive Anchorage, AK 99516
Legal description (Sub'd., Block & Lot) Potter Highlands No. 2, Block 3, Lot 7
Legal description (Township, Range & Section)
Lot Size 68,378 Sq. Ft. Number of Bedrooms Five (5)
APPLICATION IS FOR:
([~ all that apply)
Absorption Field []
Septic Tank []
Holding Tank []
Privy []
Private Well []
Water Storage []
APPLICATION IS AN:
Initial []
Upgrade []
Renewal []
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:
Absorption Trench to Slope Distance: 35'/38'
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: ,_~?~¢) ~c,,'~'~?O~/° ~
Date of Payment: (~ I ~q//(~
Receipt Number: 0~c(l'~
Permit No.
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
Permit App_9-1-12.doc
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
June 26,2016
Municipality of Anchorage
Development Services Department
On-Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, AK 99519-6650
Subject:
Lot 7, Block 3, Potter Highlands Subdivision No. 2
Septic System Design and Permit Application
Impacts to Adjacent Properties
Dear Onsite Services Engineer:
The owner of Lot 7, Block 3, Potter Highlands Subdivision No. 2 intends to construct a
new five-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. The wells on the lots
surrounding this lot are developed and no conflicts are found between the proposed
well and septic system and those on neighboring lots. Drainage arrows developed from
the ground surface contours are shown on the site plan indicating the grade and
direction of flow on the lot. The drainage pattern will not be changed as a result of this
project.
A test hole was recently placed on the lot in the area of the absorption trench and
alternate site. This test hole indicates silty gravel with sand (GM) in the zone specified
for the absorption trench. The percolation rate of the soil was determined to be 3.27
minutes per inch. No groundwater was found during the placement of the test hole and
none developed during the ensuing monitoring period. An application rate of 5.0
gallons per day per square foot was used in the design of the absorption system. We
are proposing to place a new 2,500-gallon Advantex Treatment Tank with gravity flow to
a 21' long by 5' wide by 2' 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 6' below the surface and the total depth will be 8'. 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 ground surface on the lot in the area of the septic system is virtually fiat with a
Lot 7, Block 3, Potter Highlands Subdivision No. 2
June 26, 2016
Page Two
slight slope to the northwest at a shallow grade. 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.
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.
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.
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,
Michael E. Anderson, P.E.
Attachments
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POTTER HIGHLANDS SUBDIVISION NO. 2
LOT 7, BLOCK 3
DESIGN FACTORS: SYSTEM REQUIREMENTS:
Five Bedroom Home 5' Wide Trench System
Perc. Rate: 1-5 Min./Inch 2,500 Advantex Treatment Tank
Application Rate: 4 GPD/SF 2' Drainfield Rock
5 Bedrooms * 150 GPD/Bedroom. = 750 SF Absorption Area
750 SF/4 GPD/SF/5 SF (Width) .7 (Red. Factor)= 26.25 LF Trench Length
THEREFORE: Furnish and Install a Five Bedroom Advantex Treatment System with a 2,500
Gallon Steel Tank and 2-AX20 Pods. Construct a 27' Long x 5' Wide x 2' Effective Depth
Absorption Trench at the Location Shown. Distribution Line to be Placed at 6' Below the
Surface. Total Depth of Trench to be 8'. Maintain 100' Separation From All Private Wells and
any Surface Water in the Area. Place a Minimum of 4' of Cover Over the Treatment Tank and
3' of Cover Over the Absorption Trench.
Original Grade 2' Above Current Construction Grade
Current Construction Grade
~Geotextile Fabric
% 4" Perforated
PVC (Holes Down)
Drainfield Rock
TYPICAL 5' WIDE TRENCH SECTION
(NO SCALE) ~,_,~.~'~, ..........
NOTE: Grade Area Over Trench to Drain Away. ~, 4~ /
· · , · j ? 49th
Minimum 6 Separabon From Bedrock· ~,,,,,,,¢....,,~ .........
Minimum 4' Separation From Groundwater· i~'~'./~ ~", (.2:~..._
Minimum 100' Separation From Private Wells in the Area ~'~ "~'~;~'~'~"~'~"~'~'~'~';;~'"'Fi~
Minimum 100' Separation From Surface Water or Streams ~,~o; No c~4~ ".~
~.~;2;'...~.~ ~..:~'
DEPTH
(feet)
1
2
3
4
5
6
7
8
9
11
20
[VlUNICIPALITY OF ANCHORAGE
DEVELOPP1ENT SERVICES DEPARTMENT
BRAGAW STREET ANCHORAGE, AK 99519 6650
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: POTTER HIGHLANDS #2, LOT 7, BLOCK 5
PERFORMED FOR: CROWN POINTE HOP1ES, INC.
DATE: 6 / 17 / 16 PROJECT No.:
PARCEL ID#: TECHNICIAN:
SILTY GRAVEL
WITH SAND
BOH @ 18'
WAS GROUND WATER ENCOUNTERED'! __
iF YES ~ WHAT DEPTHg.__
DEPTH OF WATER AFTER MONITORING:
M. ANDERSON
SLOPE
No
-- p
SITE PLAN
52'
26'l
DATE OF MONITOPdNG: 6/27/16
E
DATE READ NG GR~0SS TI~E NET TIPIE DEPTH T0 NET DROP
I ~,PIINUTES) I (PIINUTES)(INCHEs)WATER (INCHES)
TEST HOLE PRESOAKED PRIOR TO TESTING:
6/17 1 9:14/9:24 10 1.13"/4.25" 3.12"
2 9:25/9:35 10 1.25"/4.38" 3.13"
3 9:36/9:46 10 1.25"/4.38" 3.13"
4 9:47/9:57 10 1.13"/4.25" 3.12"
5 9:58/10:08 10 1.25"/4.31" 3.06"
6 10:09/10:19 10 1.13"/4.19" 3.06"
PERCOLATION RATE:3.27 (MIN/I~NCH) PERC. HOLE DIA. 6" .(INCHES)
TEST RUN BETWEEN: 4 FT. and 5 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TOP OF TEST HOLE IS APlaROXI["IATELY 2' BELOW EXlSIIN6 GROUND.
TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE:. 6/27/2016
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
June 27, 2016
Municipality of Anchorage
Development Services Department
On-Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, AK 99519-6650
Subject:
Lot 7, Block 3, Potter Highlands Subdivision No. 3
Absorption Trench to Slope Waiver
Dear Onsite Services Engineer:
Lot 7, Block 3, Potter Highlands Subdivision No. 2 has steep slopes to the west of the
proposed house location. The developer of the lot intends to place a system with
gravity flow. We have located an area with acceptable soils, but the primary sites must
be placed at 35' from a slope greater than 25% for the primary trench and 38' for the
alternate site. The area has been lightly graded and the organic layer removed to
create the flat spot for both the house and septic site. No more than 1' of material has
either been removed or relocated. The new septic system will be constructed entirely
in undisturbed material and in a consistent absorptive lense of material. The
distribution lines in the trenches will be placed at 6' below the surface. The 25% slope
when extended from the sidewall of the trenches does not daylight less than 50' from
the trench. We are therefore applying for a waiver allowing placement of the primary
and alternate trenches at the location shown. The soil encountered in the test hole is
silty gravel with sand (GM) which is very good for the absorption of septic effluent. No
migration of effluent is expected to occur to the steep slope.
Sincerely,
Michael E. Anderson, P.E.
Attachment
0 0 0 0 CD 0 0 0 0
0 Os 0 0~ 0 01 0 01 0
MUNICIPALITY OF
Development Services Department
On -Site Water & Wastewater Section
05 Certificate of On -Site Systems Approval
020-28-1= —
Par_cel=LD._._
1. GENERAL INFORMATION
Phone: 907-343-7904
Fax: 907-343-7997
Expiration=D_ate:a—_jL'-
- 7=20!10
complete legal description Potter Highlands Phase 2, Block 3, Lot 7 -
Location (site address)
19150 Potter Highlands Dr., Anchorage, AK 99516
Current property owner(s)
Mailing address
Real estate agent
Spencer and Rosalee Curtis Day phone 854-9908
19150 Potter Highlands Dr., Anchorage, AK 99516
2. TYPE OF DWELLING:
0 Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
Day phone
3. NUMBER OF BEDROOMS:
5
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Private Well
0
Private Septic
Fx�
Water Storage
❑
Holding Tank
❑
Community Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
Waiver request for: Distance:
Received by: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ 5,50, 0
0 tt r� Waiver Fee $
Date of Payment l0 I Z 1 I l-lJl1 Date of Payment
Receipt Number 1 05 B U 0 Receipt Number
COSA # �S Ci l� l �� Waiver #
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. I acknowledge that On -Site staff may visit the site to verify the information submitted.
Name of Firm Forge Engineering Phone 907-522-7773
Address 1399 W. 34th Ave Suite, 101, Anchorage AK 99503
Engineer's Printed Name Michael E. Anderson, P.E. Date 10/17/19
6. DSD SIGNATURE
AL System #1 Approved for 5
System #2 Approved for
Disapproved
Conditional approval for
bedrooms
bedrooms
bedrooms, with the following stipulations:
"kkk (lei..
-��,. gra-rv►�,�-...,
'✓.;11!)D)}111111`,
I Vv,, r7L/� Original Certificate Date: 10-2q
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 X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA Checklist blue sheet
a
Legal Description: Potter Highlands PH2, Block 3, Lot 7
Parcel ID: 020-281-78
If more than 1 septic system on lot: COSA Checklist # of Structure served by this system
A. WELL DATA
❑ Well log is filed with Onsite (or attached) Well production at time of test 4.7 gpm
Date drilled 7/2/16 Water storage tank volume 0 gallons
Total depth . -206 .--ft Well disinfected for coliform test? ❑ Yes ❑ No
Cased to 101 ft ❑ Coliform bacteria is Negative
❑ Sanitary seal is functioning correctly Nitrate 4.40 mg/L ❑ Nitrate less than MRL (ND)
❑-Wires are properly protected -- Arsenic ug/L ---10 Arsenic less than MRL (ND)
Casing height (above ground) '24 in. Collected by FORGE ENGINEERING
Date of flow test for COSA 10/14/19 Date of Sample 10/1/19
Static water level at beginning of test 65 ft.
Comments
B. TANK DATA
Age of tank(s) 2 years
Tank type/material Advantex/Steel
Measured operating fluid level in septic tank NA
❑ Standpipes/foundation cleanout per record drawing
Date of pumping 8/23/19
D. ABSORPTION FIELD DATA Shallow Trench
Which system tested (date installed) 1/30/17
❑ ALL standpipes present per record drawing
Total measured depth from grade 6.8 ft (max)
Measured depth to pipe invert from grade 5.6 ft (min)
❑ N/A — pressurized field
❑ Monitor tubes go to bottom of effective. If not, state
depth into effective 1.2
❑ Code -required soil cover over field
❑ System presoaked
(Required if vacant for greater than 30 days prior to
date of test)
Gallons introduced gallons
Comments/Deficiencies:
COSA Checklist yellow sheet
C. LIFT STATION
❑ Required maintenance completed
Age of lift station years
Lift station material
Comments:
Adequacy test date 10/14/19
Results [DPass For 5 bedrooms
Fluid depth prior to test 0 in
Water added 844 gal
New depth 14 in
Elapsed time 1440 min
Final fluid depth 0 in
Absorption rate 750+ and
Any rejuvenation treatment (past 12 months) No
If yes, enter date
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'
U✓
Yes
Community Sewer Manhole/Cleanout > 100'
ft
If absorption field is under driveway comment below
Q Yes
if No
ft
M Yes
if No
ft
Neighboring Tank > 100'
Q✓ Yes
if No
ft
Private Sewer/Septic Line > 25' 7 Yes
if No
ft
Absorption Field on Lot > 100'
❑✓ Yes
if No
ft
Holding Tank > 100' Q Yes
if No
ft
Neighboring Absorption Fields
> 100'
ft
Animal Containment > 50' 2 Yes
if No
ft
.�7 Yes
if No
ft
Manure/Animal. Excreta Storage, >100',
Community Sewer Main > 75'
F✓ 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'
F/ Yes
if No
ft
Surface Water > 100' Yes
if No
ft
Property Line > 5'✓Q
Yes
if No
ft
Wells on Adjacent Lots:
Absorption Field > 5'
❑✓ Yes
if No
ft
Private Wells > 100' ✓0 Yes
if No
ft
Water Main > 10'
El 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'
U✓
Yes
if No
ft
If absorption field is under driveway comment below
Property Line > 10'
0✓
Yes
if No
ft
Wells on Adjacent Lots:
Water Main > 10'
✓l
Yes
if No
ft
Private Wells > 100' U✓ Yes if No ft
Water Service Line > 10'
M
Yes
if No
ft
Community Wells > 200' Q Yes if No ft
Surface Water > 100'
0
Yes
if No
ft
F. ENGINEER'S COMMENTS
G. ENGINEER'S CERTIFICATION
1 certify that I 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
DF � O
IQ It,
49th
{, MICHAEL E. ANDERSON
G> ,
' NoCE-4381
10/17/19a°`°���
!'ROFESSIG� ®tee
R
08/26/2019 13:49 8666770 APLUS PAGE 10
343 277
om son a MIER semi as "11
ow ® 0 ussang a a
mm E as man an 6R III a
I so Names om €
III as II Ew
aaa a a
WdvgmTex� Field Maintenance.Report
Annual Inspection
Property Ownnr/Traekinp ff _dporatar
Rosalee Curtis Larry Beth
Oita Addraac
19150 Potter Highlands Drive, Anchorage AK 99516
AX elm to 8 County ID >! pad n RTU KUL s
AX -141272 I OSP161174 1425005 424596-RTV134141
Retrieve O&M Into
Daily flow
Rocirc natio_
Timer settings:
Perform Field Sampling/Observations
NTU (15t NTUs)
pH (6-9)
(2.8)
Current
Previous
/D4
Odor of Sample
Typical r Moldy
Musty ❑ Earthy ❑
Non -typical 0j sulfide ❑ Cabbage ❑ Decay
Oily flim 1n PVu ❑Yes VNo
Foam in tank ❑ Yes ( No
Check Control Panel
Recirc Amps Discharge Amps
1D.7
Audible and visual alarms OK
Dial ton (telem� VJYes ❑ No
Inspect/Clean Pump System
Inspect Clean
Riser/Lid ..................... 7—
splice
Splice Box .................... M
Float Cords ..............:.." yri
Floats ................... +}iZ
Pump ........................
Siotube'" Filter ................
Biotube Pump Vault ...........
Recirculating $putter Valve.......
Comments
Signature
Measure Sludge/Scum
Sludue
AnchorageTank
907-272-3543
Contacl Prom
(907) 854.9908
Data of Last ini pecllon
08/1612018
Srum
1 st Compartment
Current--
Previous
Current
Previous
2nd Compartment
Current
Previous.
Current
FtevIOue
Inspect/Clean AdvanTex Filter
Inspect
Clean
Odor. /Z Normal ❑ Pungent
Hiomat:
Laterals/Orifices
Normal ❑ Excessive
Pod Bottom
Bridging/Ponding: None/Minor ( j Excessive
Intake Vent
J
inspect/Clean DischatVe Pump System
Inspect Inspect
Clean
Riser/Lid❑ Floats ❑
0
Splice Box ❑ Pump C�
❑
Float cords ❑
Inspect/Service Other System Components
inspect Clean m Inspect
Disinfection Equipment l,rrt Dispersal Laterials/Ormce-1Z
Clean
l� •'
Iz-
Observations
Additional Services Rendered
❑ Cleaned textile sheets? ❑ Replaced UV Item?
❑ Replaced/Used other items?
Parts Used: W = Warranty, S = Billable (✓ appropriate selectlon)
W a Item Number description
Final/Safety Inspection
RSV reinstalled
,Manifold mconar cted; flush valves closed
Summary/Recommendations
❑ System performing; no furthr)r action needed
❑ Call for soir ice
Date 4z
Fax completed form to 1-868-384-7404
[� Lids bolted on
Control panel reactivated
❑ Tank needs pumping
❑ other?
MUNICIPALITY OF ANCHORAGE
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR. AGREEMENT
THIS MAINTENANCE AND REPAIR AGREEMENT,_ herein. the
_...........,, �. ;., C,.0 Luy V1 4 : v , , vi LV , ► , oy ana between
herein the "OWNER," and the Municipality of
Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code
(AMC) 15:65.365. In consideration'of themutual covenants contained herein, the parties to this
Agreement agree as follows:
1. Advanced Wastewater Treatment Sys'te'ms. The Municipality grants permission to the
Owner,to utilize andoperate an Advanced Wastewater Treatment System.(AWWTS),
described as Advantex Waste yWater Treatment System
located at (legal description)
Potter Highlands Phase 2 Lot 7A 81060
2. Maintenance; Repaiis and Alterations ,
(Owner is required to'iead, understand and initial each section) .
Throughout the term of this Agreement; the Owner shall enter into, a service agreement
with an AN WTS 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 Ot6ducing created septic'effluent in
aceordance.with the equipment's approval for operation in the Mui icipal ty,
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).
644— 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
_.CA— Owner acknowledges that the Muni cipality may request records of maintenance and
repairs from the manufacturer's representative or maintenance provider.
CA` Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.030.
-CA- Owner agrees to grant the Municipality'reasonable access to test and irispect 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 anew
Certificate of On -Site Systems Approval.
tom" Owner agrees that the AWWTS installation' and maintenance. requirements as provided
by the AWWTS vendor/ibstaller and approved by.the Muiiicipality.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 he 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 anyway affect
the validity, of the Agreement or any pant hereof; or he right of the Municipality
thereafter to enforce every, provisionhereof.
5, Amendment. This Agreement shall only be amended.byauthorizedrepresentatives 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,
(rev. 05/18/2018) Page 3 of 3
