HomeMy WebLinkAboutPOTTER HEIGHTS BLK 1 LT 1Potter Heights
Block 1
Lot 1
#020-281-26
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: OSP141290
Tax Code Number: 02028126000
Work Type: WellSeptic Renewal
Permit Effective Dates: August 01, 2014 to August 01, 2015
Design Engineer: GARNESS ENGINEERING GROUP LTD
Subdivision: POTTER HEIGHTS
Site Legal Address: POTTER HEIGHTS BILK 1 LT 1 G:3639
Owner/Address: COOKE STEVEN A
PO BOX 112106 ANCHORAGE AK 995112106
Site Mailing Address: 6770 POTTER HEIGHTS DR, Anchorage
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy
Lot Size in Sq Ft: 43572
Total Bedrooms: 3
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.
Received
Issued By:
MUNICIPALITY OF
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
i
49
ANCHORAGE
Phone: 907-343-7904
Fax: 907-343-7997
I;USHI ON-SITE SEWERAMELL PERMIT APPLICATION
Parcel I.D. O Z O - Zg I --Z6
Property owner(s) 5TEV-15_ C 0b K c Day phone 707. Z Z 7 - Syi p
Mailing address M SOX 1/Z /o . -4-VC A K_ r9s' I /
Site address
Legal description (Sub'd., Block & Lot) PDITER MEIGIT5 41'1 9Z_ I
Legal description (Township, Range & Section)
Lot Size Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(® all that apply)
Absorption Field Initial ❑ Single Family (SF)]
Septic Tank ❑ Upgrade ❑ (w/wo ADU)
❑
Holding Tank ❑ Renewal Duplex (D)
Multiple Dwellings ❑
Privy ❑�A (SF and/or D)
Private Well ®8u ,A
Water Storage ❑ JUL 3 1 2014
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
owner or authorized agent)
Permit/Rush Fees: �L' Waiver Fees:
Date Date of Payment:
Receipt Number.
Permit No. _ 051014 JZ -40
lice renewal
Permit App_9-1-12.doc
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: OSP131141
Tax Code Number: 02028126000
Work Type: WellSeptic
Permit Effective Dates: June 27, 2013 to June 27, 2014
Design Engineer: GARNESS ENGINEERING GROUP LTD
Subdivision: POTTER HEIGHTS
Site Legal Address: POTTER HEIGHTS BLK 1 LT 1 G:3639
Owner/Address: COOKE STEVEN A
PO BOX 112106 ANCHORAGE AK 995112106
Site Mailing Address: Lot Size in Sq Ft: 43572
Total Bedrooms: 3
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.
C 1�9 0i 6�s�/yAd vanfr ��ll bc
Aerocal-
Received
Issued By:
Date:
Date: C�
Municipality of Anchorage
Development Services Division
On -Site Water and Wastewater Program
Ment S
,�
e^
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Department
**** VARIANCE/WAIVER REVIEW ****
Waiver#: OSP131142 COSA#: Permit#:OSP131141
PID#: 020-281-26
Legal Description: Potter Heights Block 1 Lot 1
Engineer: Garness Engineering Group
Applicant: Steve Cook
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 40.0 feet. In
addition, a waiver of the required separation between the absorption field and curtain drain has
been approved. The approved distance is 40'.
This waiver approval applies to the proposed absorption field only. Any future upgrade to the
on-site wastewater disposal system will require all separation distances be met or another
approval from 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.
..............................................................................I
Waiver is Granted: X Waiver is not Granted:
Date: Z6 / Approved by: G1YYf(�` //mooiw
Name of Reviev r
.......................................................... ....................
Rec#: Amount: $200.00 Date Paid: 6112113
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. boo :2 - a �
Property owner(s) STEVE COOK Day phone 227-5450
Mailing address PO BOX 112106 *ANCHORAGE, AK 99511
Site address 6720 POTTER HEIGHTS CIRCLE *ANCHORAGE, AK
Legal description (Sub'd, Block & Lot ) POTTER HEIGHTS S/D BLOCK 1, LOT 1
Legal description (Township, Section & Range)
Lot Size
3
APPLICATION IS FOR:
APPLICATION IS AN:
( Pall that apply)
Initial ®
Absorption Field
4 Date of Payment:
Septic Tank
ADU)
Holding Tank
❑
Privy
❑
Private Well
Multiple Dwellings
Water Storage
❑
Sq. Ft. Number of Bedrooms
3
Waiver Fees:
APPLICATION IS AN:
TYPE OF DEWELLING:
Initial ®
Single Family (SF)
4 Date of Payment:
Upgrade F-1(w/wo
ADU)
El
Duplex (D)
F-1Renewal
Multiple Dwellings
❑
(SF and/or D)
THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR:
Distance: 35'+
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:
53 O `
Waiver Fees:
Date of Payment:
4 Date of Payment:
(o I Ica It3
C�
Receipt Number: _ Receipt Number: _
Permit No. 05Pl Waiver No. CTDPl3►1qa
(Rev. 01/11)
(2_�'vis W
bm� &91 lira.,
June 24, 2013
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Road
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907) 343-7904
Ref: Proposed Initial Well and Septic System for Potter Heights S/D; Block 1, Lot 1
To whom it may concern:
The referenced property is currently vacant. The owner is proposing to build a 3 bedroom house that will be served
by a private well and septic system. We are proposing to install a Quanics Aerocell treatment system on this
property which includes the installation 1500 gallon S.T.E.P. tank and 5 -wide trench type drainfield. Attached are a
site plan and a design drawing showing the proposed septic system. Two test holes were excavated on the property.
The drainfield will be designed around the 30 foot radius of test hole 92. Comments regarding the design are
summarized as follows:
1. SOILS: See the attached logs which show the soil classifications, groundwater monitoring, and the percolation
test results.
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE WATERS: There are no surface water concerns. There is a curtain drain located greater roughly 35
feet from the proposed drainfields.
4. TOPOGRAPHY & WAIVER REQUEST: As can be seen on the attached topography drawing, the slopes run
southeast to northwest at approximately 18%. There is an approximate 5 foot drop (causing a slope of greater than
25%) 40' away from the proposed nearest drainfield. We are requesting your department issue a 40' waiver to this
small cutbank.
5. WAIVER REQUEST TO CURTAIN DRAIN: As can be seen on the attached design the design the proposed
reserve drainfield is located 40' away from the curtain drain. We are requesting your department issue a 40 foot
waiver from the reserve drainfield to the curtain drain. Justifications for the waivers are as follows:
• We are installing a CAT III septic system which produces an effluent that is much higher quality than standard
septic tank effluent. The system will be under a maintenance contract & inspected several times annually.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have
any questions,,plrAa e contact us at 337-6179. Thank you for your assistance.
M.S.
3701 E. Tudor Road, Suite 101 *Anchorage, AK 99507-1259
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com
/ X/ Jy\\
POTTER HEIGHTS
BLOCK 2, LOT 6
1 0' WELL RADIUS
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POTTER HEIGHTS
BLOCK 2, LOT 9
III m
POTTER HEIGryryT� HEIGHT' DRIVE /
BLOCK 2,i (h 10 POTTER
QNN POTTER HEIGHTS
BLOCK 1, LOT 3
POTTER HEIGHTS
/ \ BLOCK 1, LOT 2
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25' PUBLIC USE EASEMENT
Ti 1N, R3W, SEC 14 NE4, -Ir T11N, R3W, SEC 14 NW4,
NW4, SW4, NE4 I I I NE4, SW4, NE4
III
III
III
III
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1 INN SCALE:
100' WEL� J 1 100
1
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GARNESS ENGINEERING GROUP, Ltd. 49
. .., .:^ CONSULTANTS & GENERAL CONTRACTORS'!-.:._ __. :::,: ......... .. ........ ..1. *. �Q
701 E. ID00R R , SUITE 101 * ANCHORAGE, W %W7 • PHONE (907)337-8179 * FM (907)3W-3218 WE n: www.g..meglnmdn9..
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
STEVE COOK 227-5450 1 OF 3
LEGAL DESCRIPTION: DRAWN BY:
POTTER HEIGHTS; BLOCK 1, LOT 1 PNB
TYPE OF WORK: DATE:
SITE PLAN 6/7/13
NUMBER OF BEDROOMS: 3
GALLONS PER DAY (GPD): 450
PERCOLATION RATE/S: 1.5 MIN/INCH
ALLOWABLE APPLICATION RATE: 6.0
PROPOSED APPLICATION RATE: 4.0
MINIMUM DRAINFIELD SQ.FT.: 113
MAXIMUM DEPTH: 1 FOOT
WIDTH: 5 FEET
LENGTH: 30 FEET
M.O.A. APPROVED SAND FILTER: 2.5 FEET
EFFECTIVE: 0.5 FEET
ACTUAL SQ.FT.: 150
LETTER THAT PERTAINS TO THIS DESIGN.
TO OBTAIN A COPY OF THE LETTER
CONTACT GEG, BY PROCEEDING FORWARD
WITH THIS INSTALLATION, THE ENGINEER,
WELL DRILLER, CONTRACTOR AND
PROPERTY OWNER AGREE THAT THEY
HAVE READ THESE SPECIFICATIONS AND
AGREE TO ACCEPT THE TERMS AND
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of
NUMBER OF BEDROOMS: 3
SHALL HAVE THE EAST LOT
GALLONS PER DAY (GPD): 450
c,
PERCOLATION RATE/S: 1.5 MIN/INCH
�c5
PROPOSED APPLICATION RATE: 6.0
F"
MINIMUM DRAINFIELD SQ.FT.: 75
FLAGGED BY A REGISTERED4'
ADVANCED TREATMENT
MAXIMUM DEPTH: 1 FOOT
WIDTH: 5 FEET
LENGTH: 15 FEET
M.O.A. APPROVED SAND FILTER: 2.5 FEET
EFFECTIVE: 0.5 FEET
ACTUAL SQ.FT.: 75
1"=40'
PO'T�ER HEIGHTS ORNE
POTTER HEIGHTS
BLOCK 1. LOT 2
DAYLIGHTS (DRY)
NOTE: THE CONTRACTOR
SHALL HAVE THE EAST LOT
LINE AND ALL WELL RADII
FLAGGED BY A REGISTERED4'
DEEP +/-
LAND SURVEYOR PRIOR TO
\
1
CONSTRUCTION.
'+
20
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RESERVE
DRAINFIELD
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PROPOSED
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STEP TANK
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CURTAIN DRAIN
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• NE4, W4, NE4
GAR NESS ENGINEERING GROUP, Ltd. o*
., _ _.. - ._ CONSULTANTS & GENERAL CONTRACTORS ::: ,.. .......:::: ......
E. 1000R ROPD, SURE 101 • MCHOWDE, W 99507 • PHONE (907)337-6179 • FM (907)308-3246 • W ESM: www.gam sang. —H,..
EPARED FOR: PHONE NUMBER: PAGE NUMBER:
STEVE COOK 227-5450 2 OF 3 Q� '
;AL DESCRIPTION: DRAWN BY: OO s
POTTER HEIGHTS; BLOCK 1, LOT 1 PNB a�Q
'E OF WORK: DATE:
PROPOSED INITIAL SEPTIC SYSTEM DESIGN 6/7/13
61 =
CF,-79jj3
NU ER OF BEDROOMS: 3
GALL' PER DAY (GPD): 450
PERGOLA N RATE/S: 1.5 MI INCH
PROPOSED PLICATION R : 0.8
,a
MINIMUM DRA ELD SQ .: 563
0�
DRAINFIELD D GN:
A
MAXIMUM DEPT i FO
Pn
WIDTH: 15 F
f�
LENGTH: FEET'
M.O.A. ROVED SAND FILTER: FELT
EF 'V, 0.5 FEET
AL SO.FT.: 600
LETTER THAT PERTAINS TO THIS DESIGN,
TO OBTAIN A COPY OF THE LETTER
CONTACT GEG. BY PROCEEDING FORWARD
WITH THIS INSTALLATION, THE ENGINEER,
WELL DRILLER, CONTRACTOR AND
PROPERTY OWNER AGREE THAT THEY
HAVE READ THESE SPECIFICATIONS AND
AGREE TO ACCEPT THE TERMS AND
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NE4, S 4, NE4
GAi2NESS ENGINEERING GROUP, Ltd.
-, . ...:::u CONSULTANTS S. GENERAL CONTRACTORS::,..-..,._.,...�.. , ..,.
3701 E. %DOR R , SUITE 101 • ANCHO E, AN 99507 • PHONE (90))337-81]9 • FM (907)338-3248 • WEBSITE: rxr.gamavvangineenn9.mm
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
STEVE COOK XXX 2 OF 3
LEGAL DESCRIPTION: DRAWN BY;
POTTER HEIGHTS S/D; BLOCK 1, LOT 1 PNB
TYPE OF WORK: DATE:
TOPOGRAPHY 9/25/12
OF
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.........................
P .
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GARNESS ENGINEERING GROUP, Ltd,
- - - - - -- -= CONSULTANTS & GENERAL CONTRACTORS=- -.-- .-
3701 E. NDOR ROAD. SVNE 101 ANCHOMGE. M. 99507 • PHONE: (907)337-8179 • FM: (907)338-3216 • W SOE: gamemengineerin
SOIL LOG — PERCOLATION TEST
LEGAL
DESCRIPTION:
POTTER HEIGHTS S/D; BLOCK 1, LOT 1
STEVE COOK DATE
PERFORMED
FOR:
*3'
DEPTH
**3.5'
--
(feet)
1
ORGANICS
TEST HOLE #1
19
SOIL CLASSIFICATIONS
TEST RUN BETWEEN 1.0
FT. AND 2.0 FT.
2p\p
2p
20
A FOUR HOUR PRESOAK WAS
GW ORG
3
SOILS LOGGED BY:
ROB CAMPBELL PERCOLATION
TEST PERFORMED BY:
GP ML
*READINGS
WERE PRIOR TO INSTALLATION OF CURTAIN DRAIN. **READING MADE
AFTER INSTALLATION OF
GM CL
4
GC OL
Do ^°a e SW MH
5
': �'• : SP CH
SM ' ON
GM
IN
6
SC
7
8
9
10
11
12
13
14
15
16
17
DEPTH TO
GROUNDWATER
DATE
*4'
6/18/2010
*3'
6/20/2010
*3'
7/2/2010
**3.5'
9/24/12
i
i
Qo
TH#z
TH#1
—__7 TESTHOLE LOCATIONS
ARE APPROXIMATE
III
1 I I sc
1 1 1 1 •= 100'
DATE
READING
CLOCK NET TIME
TIME (MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES
�p P
NpFF
� Rp
SURF Pp
V�\�N
O SP�ORPFLO
(MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19
TEST RUN BETWEEN 1.0
FT. AND 2.0 FT.
2p\p
2p
20
A FOUR HOUR PRESOAK WAS
PERFORMED: ❑ YES
18
PERCOLATION RATE —
(MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19
TEST RUN BETWEEN 1.0
FT. AND 2.0 FT.
20
A FOUR HOUR PRESOAK WAS
PERFORMED: ❑ YES
❑ NO
SOILS LOGGED BY:
ROB CAMPBELL PERCOLATION
TEST PERFORMED BY:
ANDREW GRAY
*READINGS
WERE PRIOR TO INSTALLATION OF CURTAIN DRAIN. **READING MADE
AFTER INSTALLATION OF
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P FOR ED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Z
GARNESS ENGINEERING GROUP, Ltd.
... : _ CONSULTANTS & GENERAL CONTRACTORS
N01 E. NNR ROAD, SORE 101 • ANCHORAGE, W. 99507 * PHONE: (90))31)-6179 • FM: (907)336-3246 • WESSRE: gamoo e,!om6,
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: POTTER HEIGHTS S/D; BLOCK 1, LOT 1
PERFORMED FOR: STEVE COOK DATE: 6/18/2010
DEPTH ----
(feet— ORGANICS TEST HOLE #2
1
2
3
4
5
GM
6-
7-
8-
9-
10-
11-1 7
8
9
10
1 1B.O.H.
12-
13-
14-
15-
16-
17-
18—
MEN
2131415161718
DEPTH TO
GROUNDWATER
DATE
*4'
6/18/2010
*3'
6/20/2010
*3'
7/2/2010
K s 4'
9/24/12
2
2:34
8
NNN
6"
3
2:34
—
6"
E[[]]
4
111111111
9
0"
6"
5
2:43
—
6"
—
6
'Fro
9
0"
DEPTH TO
GROUNDWATER
DATE
*4'
6/18/2010
*3'
6/20/2010
*3'
7/2/2010
K s 4'
9/24/12
i
i
o�
�G
• S
4D
T #2
TH#1
7 TESTHOLE LOCATIONS
ARE APPROXIMATE
111
SCALE:
III )" = tao'
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
6/20/2010 1
2:26
—
6"
—
2
2:34
8
0"
6"
3
2:34
—
6"
—
4
2:43
9
0"
6"
5
2:43
—
6"
—
6
2:52
9
0"
6"
7
2:52
—
6"
—
8
3:01
9
0"
6"
9
3:01
—
6"
—
10
3:10
9
0"
6"
11
3:10
—
6"
—
12 1
3:19
1 9
0"
6"
19� PERCOLATION RATE 1.5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 1.5 FT. AND 2.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO
SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: ANDREW GRAY
*READINGS WERE PRIOR TO INSTALLATION OF CURTAIN DRAIN. **READING MADE AFTER INSTALLATION OF
COMMENTS: CURTAIN DRAIN,
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS RFO MED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 7'16 /Z
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
BETWEEN MU 1NICIPALITY OF ANCHORAGE
AND S u,'_ /1'Q (, Is,
THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this
LII_ Day of J Un L of 201 q by and between _S:,2r. c
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
located at (legal description).
L
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 AWWTS that were included
in the original design which would allow the AWWTS to continue to
perform as designed.
Permit. An On -Site Wastewater Disposal Permit as required by AMC
15.65 to construct and operate an AWWTS.
3. Term. The term 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 AWWTS 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 Eauinment. 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 AWWTS 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 AWWTS
service and maintenance provider approved by the municipality and the
manufacturer of the AWWTS for the entire term of the AWWTS. 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 AWWTS.
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 AWWTS
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
AWWTS 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 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.
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 parry 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: �{ u z C Oki K
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 d Repair Agreement.
OWNER:
By: (signature) Date:
SWj� C Zr, t (print name)
STATE OF ALASKA )
) ss.
THIRD JUDICIAL DISTRICT )
i-il
The foregoing instrument was acknowledged before me this t day of JLVL-C
20) �, by I Fil C C wok
NOTAR P�ya'�
U
My Commission expires: s { u I�
pt/BL�GIre CP
Q
OF
P� P````
MUNICIPALII`T�Y: /J
By: (/ti vc �+ (signature) Date: b11 -9A
pe%J n en w< -51 rint name) Title: CIS