HomeMy WebLinkAboutASHLAND OVERLOOK ESTATES LT 1Onsite File
Ashland Overlook
Estates
Lot 1
#020- 101-97
Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP201367 PID Number: 020-101-97
Dwelling: ❑■ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑■ New ❑ Upgrade
Name
JACKSON TODD D & MONIQUE R
ABSORPTION FIELD
❑ Deep Trench 0 Wide Trench ❑ Bed ❑ Mound
Site Address
NHN ASHLAND DRIVE ANCHORAGE, AK
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
907-301-5359
4
5 GPD/SF
0.0 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
-1-0.55 Ft.
Gravel depth beneath pipe
0.5 Ft.
Subdivision Block Lot
ASHLAND OVERLOOK ESTATES 1
Fill added above original grade
3,2 Ft.
Gravel length
25 Ft.
Township Range Section
Gravel width
5 Ft.
Beds: Number of Lines
N/A
Distance between lines
N/A Ft.
SEPARATION
DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
125 Ft2
1
N/A Ft.
Well
>50'
>50'
N/A
N/A
>25'
TANK X Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
ORENCO (ADVANTEX)
Capacity
1500 Gal.
Surface Water
>50'
>50'
N/A
N/A
Material
Number of compartments
Lot Line
>5'
>5'
N/A
N/A
NA
FIBERGLASS
2
Foundation
>1 0'
>10'
N/A
N/A
STATION
Manufacture
Capacity
Remarks 2" FOAM INSULATION INSTALLED OVER TRENCH
Gal.
SAND LINER INSTALLED TO ENSURE SERPARATION REQUIREMENTS
Alarm location
Elec r stalled by
TRENCH SEGMENTS DO NOT EXCEED 20'
Installer
PIPE MATERIAL House to tank D3034 Tankto
D3034
RED DOG
Drainfield D3034 CO/MT D3034
Inspector L.TIDWELL
BENCH MARK (Assumed elevation) 100 ft
Inspection 15` 12/1/20 12/2/20
Location and description
2"d
3' 12/2/20 4th
TOP OF FOUNDATION AT NW CORNER OF HOME
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
�Q,C/�JJ
6,VW&
O� !�,4cS�,�
Conditional Approval: ueo, Date 1 ll X20,22
�'
�E W s'LtAK S ka [ l 6e ae "%P le 4ecl o n -1-A e accep-h`Mf �
G WZM bhp SefLoL2.Cea fi'rrn 'f nof
%/co •� TMIS
� �... .. � . . r
% '• Benjarr rochiller
�� �t`�' CE 12592
01n- I hQY` D E R' w-, S � &0 1 lne 04-
Septic System
�l
Approved —q "2Z
pp-•-�--- Date
�slF • 12/9/21 , . •�G�,,r
lk�F�PROFESSIONP�'.�4�
Note: this
approval does not include well permit requirements.
�,a®a�`�4
�I\GV VJ/VL/ IUB
�r i • w• >t
PROJECT CLIENT: Forge Engineering, Inc.
PROJECT NAME: 2022 Materials Testing
PROJECT NO.: 6309-22
SAMPLE DESC.: Ashland Overlook L1
NGE-TFT ID #: 22-S-5
CLASSIFICATION: Silty sand w/ gravel
DATE RECEIVED: 8/9/2022
"TESTED BY: Erik Boatwright
REVIEWED BY: Andrew Fortt
100
90
80
70
v� 60
rn
50
p 40
w 30
z
E 20
10
0
145
101f,
C
U
v 135
F -
z 130
ca
Q
125
r)
120
115
%GRAVEL 24.5 USCS SM
% SAND 54.3 USACOE FC N/A
% SILT/CLAY 21.2 % PASS. 0.02 mm N/A
% MOIST. CONTENT 31.3 % PASS. 0.002 mm N/A
UNIFORMITY COEFFICIENT (Cn) UNKNOWN
COEFFICIENT OF GRADATION (Ce) UNKNOWN
ASTM D1557 (uncorrected) N/A
ASTM D4718 (corrected) N/A
OPTIMUM MOIST. CONTENT. (corrected) N/A
YARFICLE SIZE ANALYSIS ASTM D6913 / C136 / D422
¢S. SIEVE: orexnc IN IICI IfS I ¢s. SISVENUMmsas 1 urnxovr-n:e
100 10 1 0.1 0.01
GRAIN SIZE (mm)
0.001
COBBLES
RAVEL SAND
SILT or CLAY
H..'ePine Coarse Medium Fine
MOISTURE-DENSITY RELATIONSHIP ASTM D1557
0 2 4 6 8 10 12 14 16
MOISTURE CONTENT (%)
SIEVE ANALYSIS RESULT
SIEVE
SIZE (mm)
SIEVE
SIZE (U.S.)
TOTAL % SPECIFICATION
PASSING (% PASSING)
N/A
DEGRADATION
152.40
6"
LA ABRASION
76.20
3"
N/A
38.10
1.5"
100
19.00
3/4"
95
12.70
1/2"
90
9.50
3/8"
86
4.75
#4
75
2.00
#10
62
0.85
#20
49
0.43
#40
38
0.25
460
31
0.15
#100
26
0.075
#200
21.2
HYDROMETER RESULT
ELAPSED DIAMETER To CAL
TIME (MIN) (min) _PASSING
0
1
2
5
8
15
30
60
250
1440
SOUNDNESS OF AGG.
(ASTM C88)
N/A
DEGRADATION
(ATM T-313)
N/A
LA ABRASION
(ASTM C131/C535)
N/A
SP. GRAV. COARSE AGG.
(ASTM C127)
N/A
The testing services reported herein have been performed to recognized industry standards, unless otherwise noted. No other warranty is made. Should engineering
interpretation or opinion be required, NGE-TFT will provide upon written request.
11301 Olive Lane - Anchorage, Alaska 99515 - Phone: 907-344-5934 • Fax: 907-344-5993 - Ivww.nge-tf1.coln
Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP201367 PID Number: 020-101-97
Dwelling: ❑ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑ Upgrade
Name
JACKSON TODD D & MONIQUE R
ABSORPTION FIELD
❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound
Site Address
NHN ASHLAND DRIVE ANCHORAGE, AK
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
907-301-5359
4
5 GPD/SF
0.0 FL
LEGAL DESCRIPTION
Depth to pipe invert from original grade
+0.5 Ft.
Gravel depth beneath pipe
0.5 Ft.
Subdivision Block Lot
ASHLAND OVERLOOK ESTATES 1
Fill added above original grade
3.2 Ft.
Gravel length
25 Ft.
Township Range Section
Gravel width
5 Ft.
Beds: Number of Lines
N/A
Distance between lines
N/A Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
125 Ft2
1
N/A Ft.
Well
>50'
>50'
N/A
N/A
>25'
TANK 9 Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
ORENCO (ADVANTEX)
Capacity
1500 Gal.
Surface Water
>50'
>50'
N/A
N/A
Material
Number of compartments
Lot Line
>5'
>5'
N/A
N/A
NA
FIBERGLASS
2
Foundation
>10'
> 10'
N/A
N/A
STATION
Manufacture
Capacity
Remarks 2" FOAM INSULATION INSTALLED OVER TRENCH
Gal.
SAND LINER INSTALLED TO ENSURE SERPARATION REQUIREMENTS
Alarm location
Elec r talled by
TRENCH SEGMENTS DO NOT EXCEED 20'
Installer
PIPE MATERIAL House to tank D3034 drainfieldTank to
D3034
RED DOG
Drainfield D3034 CO/MT D3034
Inspector L.TIDWELL
BENCH MARK (Assumed elevation) 100 ft
Inspdection 151 12/1/20 12/2/20
Location and description
2 n
3rd 12/2/20 4th
TOP OF FOUNDATION AT NW CORNER OF HOME
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
Conditional Approval: �Q�(J`
OF
• "Qc�.,��
e -4,6S Date 1 , 022
��Q , •'
aE W Sie�tt Sl^(t be ce.n/o/e /td on -the accepfi`rrt�� S6n,-/
CoA-r'rrn j4 iS 001 aP or GW in �hP S'Ari�v�c of �Z.OL2.
r�fiap••
�49 n
Septic System
Benjarr chiller ..�
�' • CE 12592
Approved Date
�'`��F . , 12/9/21 , • •��
I�FQ%'S10Nt'�'�
ROFESs
Note: this approval does not include well permit requirements.
�, �
kmev u5102ri 8)
1"=100'
4-BD
R
M
H
O
M
E
1500-GAL
ADVANTEX TANK
W/ AX20 POD
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
PERMIT # OSP201367 PID # 020-101-97
ASHLAND OVERLOOK ESTATES SUB, LOT 1
A B
FCO 47.0
MH1 40.3
MH2 43.9
A
2CO 42.1
CO1 61.7
MT1 64.2
CO2 71.6
9.6
35.7
45.7
46.3
66.9
64.8
53.8
ASHLA
N
D
D
R
I
V
E
..\..\Signed Seal.jpg
FEET
0 100 20025' NON-DISTURBANCE NATURAL VEGETATION20' T&E EASEMENT
33' SECTION LINE ESMT.
TH1
TH2
101010051000995CO1
CO2 MT2
2CO
MH1
MH2
FCO
ALTERNATE SITE
WELL
50' RADIUS
EXISTING WELL
EXISTING WELL
25' LONG x 5' WIDE x .5'
EFFECTIVE DEPTH
ABSORPTION TRENCH
100' RADIUS
TOE OF 3:1 SLOPE
MT1
PLAN AS-BUILT
MT2 67.953.1
B
12/15/21
PROFILE AS-BUILT
(NO SCALE)
95.1
90.7
98.9FCOMH1 MH21500 GAL
SEPTIC TANK
AX-20 POD AND
MANHOLES 2CO88.3 ORIGINAL GRADE
88.8
88.3
87.387.8
88.3
88.8
PERMIT # OSP201367 PID # 020-101-97
ASHLAND OVERLOOK ESTATES SUB, LOT 1
91.5 FINISHED GRADE
TH#2NO GROUNDWATER 8/12/20
83.3 MT1CO1CO2MT23/10/21
MOA APPROVED SAND
25'
DRAINFIELD ROCK
1
3
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: OSP201367
Work Type: WellSeptic Initial
Tax Code Number: 02010197000
Site Legal Address: ASHLAND OVERLOOK ESTATES LT 1 G:3338
Site Mailing Address:
Owner: ROBBINS MARGARET & LARRY
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date
Expiration Date
�J
r
Depai-mient
Lot Size in Sq Ft:
Total Bedrooms:
9/18/2020
9/18/2021
147255
Q Disposal Field Z 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
Received By:
Issued By:
Date:
Date: llgle_'o
n
UMUPAL8TY OF ANCHORAGE
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. 020-101-97
Property owner(s) Margaret & Larry Robbins
Mailing address 510 L Street, Unit 803 Anchorage, AK 99501
Site address NHN Ashland Drive Anchorage, AK
Day phone 301-5359
Legal description (Sub'd., Block & Lot) Ashland Overlook Estates, Lot 1
Legal description (Township, Range & Section)
Lot Size 147,255 Sq. Ft. Number of Bedrooms Four
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
Q
Initial EX -1
Single Family (SF)
❑X
(w/wo AD U)
Septic Tank
Q
Upgrade ❑
Duplex
❑
(D)
Holding Tank
ElRenewal
El
Multiple Dwellings
❑
Privy
❑
(SF and/or D)
Private Well
0
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: A 6t5�
Date of Payment: 5 IZe20
Receipt Number: 0q 1 2 3 b
Permit No.
Permit App_'.:- : •
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
PO BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
September 5, 2020
M.O.A. Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Subject: Ashland Overlook Estates, Lot 1 – NHN Ashland Drive
Septic System Design
Dear On-Site Services Engineer:
The owner of the above lot intends to build a 4-bedroom home on the property. 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 and the proposed well, septic location and alternate site. No
conflicts exist between this proposed system and any other well or septic system on this lot or
adjacent lots.
The ground surface on the lot slopes to the west at grades approximating 24%. There are no slopes
greater than 25% within 35 feet downslope of either the primary or alternate site. Ground contours
are shown on the site plan indicating 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. The new system will be a minimum of 50’ from all
wells and surface water and more than 5’ from the septic tank.
Please refer to the attached test hole logs and plan and profile sheets for the septic design. If this
design is followed, there will be no adverse impacts to adjacent properties.
Sincerely,
Michael E. Anderson, PE
9/5/20
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201367, Deb Wockenfuss, 09/18/20
1"=100'
4-BDRM HOME
NOTE:
NO SLOPES >25% WITHIN 35' OR SURFACE WATER WITHIN 50' OF THE
PROPOSED SEPTIC SYSTEM.
ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS
PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC
SYSTEMS.
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
ASHLAND OVERLOOK ESTATES, LOT 1
ASHLAND DRIVE
9/18/20 FEET
0 100 20025' NON-DISTURBANCE NATURAL VEGETATION20' T&E EASEMENT
33' SECTION LINE ESMT.
TH1
TH2
1010100
51000995CO
CO
MT
2CO
MH
MH
FCO
1,500-GALLON ADVANTEX
TANK w/ AX20 FILTER POD
ALTERNATE SITE
PROPOSED WELL
50' RADIUS
EXISTING WELL
EXISTING WELL
25' LONG x 5' WIDE x .5'
EFFECTIVE DEPTH
ABSORPTION TRENCH
100' RADIUS
TOE OF 3:1 SLOPE
ENTER TRENCH AT
MIN. 5' FROM END
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201367, Deb Wockenfuss, 09/18/20
ASHLAND OVERLOOK ESTATES, LOT 1
DESIGN FACTORS: SYSTEM REQUIREMENTS:
600 GPD PEAK FLOW
PERK RATE: <1 MIN/IN
APPLICATION RATE: 5 GPD/SF
5' WIDE TRENCH SYSTEM
1,500 GALLON ADVANTES FAP TANK
AX-20 POD
TYPICAL TRENCH SECTION
(NO SCALE)
4" PERFORATED PVC (HOLES DOWN)
DRAINFIELD ROCK
5'
6"
6"
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
BOTTOM OF TRENCH: 1.0' BELOW GRADE - MEASURED FROM HIGH SIDE.
FLOW LINE ELEVATION: 0.5' BELOW GRADE - MEASURED FROM HIGH SIDE.
TOP OF TRENCH:3' ABOVE GRADE - MEASURED FROM HIGH SIDE.
600 GPD / 5 GPD/SF /5' WIDE * 1.0 (RED. FACTOR) = 24 LF TRENCH REQUIRED (25 LF SPECIFIED)
9/5/20
BEDROCK
2" INSULATION &
GEOTEXTILE FABRIC
6" TOPSOIL &
REVEGETATE MOUND
2'
OG
OG
MOA APPROVED SAND
REMOVE ALL ORGANIC MATERIAL BENEATH TRENCH.. REPLACE
WITH MOA APPROVED SAND TO ELEVATIONS SHOWN.
1
3 1
3
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201367, Deb Wockenfuss, 09/18/20
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE:
PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
TECHNICIAN:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DEPTH
(feet)
PROJECT No.:
TEST HOLE 1
SLOPE
SLOPE
SITE PLAN
DATE READING GROSS TIME
(minutes)
NET TIME
(minutes)
DEPTH to
WATER NET DROP
PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH)
TEST RUN BETWEEN: FT. and FT.
COMMENTS:
(inches)(inches)
Ashland Overlook, Lot 1
8/5/2020
L. Tidwell
DATE OF MONITORING:
WAS GROUND WATER ENCOUNTERED?
DEPTH TO WATER AFTER MONITORING:
IF YES @ WHAT DEPTH? N/A
0.28 6
3 4
020-101-97
Trevi Builders
11:36
8/11/20
1
2
3
4
5
6
4" - 10"
11:38
11:40
11:41
11:42
12:08
2' OB
Professional Engineers Stamp:
9/18/20
1:22
NO
dry
9/15/20
GM
BEDROCK
6"
4" - 10"1:17 6"
4" - 10"1:30 6"
4" - 10"1:41 6"
4" - 10"1:05 6"
4" - 10"1:40 6"
ALL MEASUREMENTS TO 1/16". SURFACE RUNOFF IN BOTTOM OF TEST HOLE 8/12.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201367, Deb Wockenfuss, 09/18/20
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE:
PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
TECHNICIAN:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DEPTH
(feet)
PROJECT No.:
TEST HOLE 2
SLOPE
SLOPE
SITE PLAN
DATE READING GROSS TIME
(minutes)
NET TIME
(minutes)
DEPTH to
WATER NET DROP
PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH)
TEST RUN BETWEEN: FT. and FT.
COMMENTS:
(inches)(inches)
Ashland Overlook, Lot 1
8/5/2020
L. Tidwell
DATE OF MONITORING:
WAS GROUND WATER ENCOUNTERED?
DEPTH TO WATER AFTER MONITORING:
IF YES @ WHAT DEPTH? N/A
0.27 6
2 3
020-101-97
Trevi Builders
12:12-12:22
8/11/20
1
2
3
4
5
6
3 - 5 15
16"
2' OB
Professional Engineers Stamp:
9/18/20
10
NO
dry
8/12/20
GM
BEDROCK
2 15
16"
12:32-12:42 3 - 6 11
16 "10 3 11
16 "
12:44-12:54 3 - 6 11
16 "10 3 11
16 "
12:54-13:04 3 - 6 11
16 "10 3 11
16 "
13:06-13:16
3 - 6 11
16 "10 3 11
16 "
13:18-13:28
3 - 6 11
16 "10 3 11
16 "
ALL MEASUREMENTS TO 1/16".
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201367, Deb Wockenfuss, 09/18/20
ATUNICIPAIATA," ()IF A'zNTCj-ft)j�AGF
ADV-A-',\'-CE,D WAS'FE-V�7,,iTF-I,)rl�EA-I'Mr,�NT SYSTEM
MAINTENIANCE AND REPMR AGRE EMENT
TMS
.,\T,j\-N,CE AND RETAIR AGREENIENT, herein the"AGREEINMENT" made and
entered into as of this Day of of 210
by, and bet -veen
herein tile "OWNT
.�,R and the Nitillicipality of
.lnciiorage, herein the -N1,T-Nj Anchorage Municipal Code
I'CIPA-LITY". in accord nee with
(AMC) 15.65.365. 111 consideration of the mutual COVen' Wits Contained herein. the parties to ttlis
Agreem.Qnt agree as follows:
1, Advanced, The],WunIcipallty grants pernlissioll to the
Owner to 11tillize and operate an Advanced,Wastewatter Treatment System (AWWTS),
described,as Advantex Waste Water Treatment System
located Lit (le(al description,)
Ashland Overlook Estates, Lot I
21 Alterations.
W Z:� -
xvner isrepired to read, uaderstandaxed initial each section)
�Ij
Throughout the Term of this Agreement, the Ovvnershall ei i ter into a service a greenjent
I -
"with ate AWWTS scrt, ice and maintenance provider approved by the Municipality or the
Rianti,racti'ver's representative. The ANVWTS shall be maintained in asatis-fiactoj,3,
condition capable of performing as designed and producing. treated septic effluent in
accordance witti tlie- equipmenCs app oval for opra pality.
e floninthe.1VIL iniciI
It shall be the responsibility of the Owner during the term of this Agreenjentto pay for all
cep-.rir(s), rnainCTiance, adjustment(s), replacenjent costs, and inspection costs. III -is
includes an anhua.l. maintenance fee (tVi>icatly $400 to $600).
Owner agrees that only maintenance and repair Personnel approved by the N'lunicipality
or the manufacturer's representative xvil! inspect and make any necessary maintellallce,
repairs or permitteci alterations to ilic
syste,11.
Owner acknowledges that regular ruaintenarice of an. AWWTS reduces the potential
jlaihire of tlic Vstcln, N-Orich could include Sewn
,e backupwid era silly repairs or drainfield
replacei,iient.
Pagel of 3
N,.,ner acknowledges
L- that the Municipality may request rccord-s Of Maintenance and
14 repars, from the manufacturer's representative OT maintenance Provider.
0'Vrler Ickamledges that the fine forLailiti, to maintain and re
Z-- pair an, AIAIWTS may be
assessed ill accordatice vvidj <tLvjC 14.60.03R
Owner agrees to graft the Nifunicip01i, '% -Masonable access to test and e t insr
g I C thC
AW'WTS- The Municipality will -give it least 24-hour 11ol.ice.
0: liner agrees that tiny 21mle or trans rer of title of the Propert-y N'ill not Oce-urwithout a new
Cert'flcate Of On-Site S)ystenls APpro-val,
F
0",ner agrees that the AM,
W"k S instaflatioll and Maintenance reqUirements as provided
by the AWWTS -vcndor/installer alld nPim-oved, by the IMUnic-4)ality are the governing
14"delines for thc construction, maintenance and repair of tile Owner's AWWTS,
OW-ner agrees to maintain remote mollitojilag of the AWNV'YS as I-CQUired by the
A WWTS approval.
a. 1UM- The terns of this Acyreemelitshall beGin. on the date ofapproval by the
I
N41,11icipality to Operate the installed SYSMIn. or upon transfer of I title. and shall cojj11,111C
.t�
while the AWWTS is operational Or Until, title is transferred.
4. 21S�0"Miiym The fiiltiieOft].ICMLlUiCipalit�,ata.i�-time toelfL)rcelprovision ortilis
Agreennent shall in no way constitute a waiver of the P-1-0-Visions. nor in any �ivav jjIj*eCt
C110, validity of the Agreement or any . part hereof, or tile right oftbe JNI'Unicipaliq'
thereafter to enforce exery provision. hereof.
5. Anle"dillente
This Agr enient shall OnlY tic anionded by authorized representatives of
the QWner and NPLInicipaliby. Any atten-I.Pt t,,, anjend this agreen.ient by either 11)
unauthorized representative or unauthorized means shall be void.
6; Jurisdiction: Choice of Law. Any civil action, arising from this J,greQiile.at shall be
brought hi tile Superior COVIA for the'rl-drd Judicial District of tile state of Alaska at
Anchorage. The laws nfthe State of Alaska shall govern ,the rights and obligations ortItle
Parties under this Agroe-nient
7. Severer. Any provisions of this Agrecillent decreed invalid by a court ol'con., jetent
Jurisdiction S,fi�fll not invalidate the -ranaining,provisions of theAgreement.
(reXI- 05/18/2018)
Page 2 of 3
STATE OF ALASKA
THIRD 3T,,TDTCTAl, DISTRICT
ignature)
rint liallic)
The rorcNiI10- illstrumentwas, ackmowledged befbreme this
T
- AR PL LIC FOR ALASKA
Nlty Commission expires-,
NNIUNNICTPALITY:
Bv:
Date.
day of
-25i 9L—,
Date: /2 15 :20,11
Title:
( rc,%,. 0'�/l 8/2018) Page 3 of 3