HomeMy WebLinkAboutBARONIK LT 2Baronl'*k
Lot 2
#015-142-61
Municipality of Anchorage e`
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program, 4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 3
winw.ci.anchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: SW060205 PID Number: 015.142.61
Name: Haakenson
Wastewater System: ® New ❑ Upgrade
Address:
601E 115th Ave Anchorage. AK 99516
ABSORPTION FIELD
Phone: Number of Bedrooms:
2 .6067
® Deep Trench O Shallow Trench 0 Bed ❑ Mound O Other.
LEGAL DESCRIPTION
Soil Rating:
Total Depth from original grade:
.5 GPD/Ft'
9.0 Ft.
Block: Lot: Subdivision:
Depth to pipe bottom from original grade:
Gravel depth beneath pipe:
2 BARONIK
3 Ft.
6 Ft.
Township: Range: Section:
Fill added above original grade:
Gravel Length:
aaa���ast 115th
1.9 Ft.
100/105 Ft.
Well: ❑ New ❑ Upgrade
Gravel width:
Numberoflines:
Distance between Imes:
2 Ft.
2
17.5 Ft.
Classrlicaticn (Private, A, B, Cy
Total Depth:
Cased to:
Total absorption area:
Pipe Material:
EXIST'G PRIVATE I
Ft.
Ft.
120011260 Fe
PVC 3034
Driller
Date Drilled:
Static Water Level:
Installer:
Date Installed
FL
Owner
7/10/2005
Yield;
Pump Set at:
Casing Height Above Gmund:
TANK
GPM
Ft.
FL
SEPARATION DISTANCES
❑ Septic ❑ Holding ® S.T.E.P. ❑ Other:
To
Septic
Absorption
Lift
Holding
ublic/Private
Manuramumr.
Capacity
From
Tank
Field
Station
Tank
Sewer Line
ANCH TANK
1500 Gel.
Well
106.5
109.9
107
Material:
STEEL
Number of Compartments:
2
Surface Water
100+
100+
100+
LIFT STATION
Lot Line
69.0
10.0
72
Srze:
250
an sourer.
ORENCO
cal.
Foundation
54.2
54.9
65.3
"Pump on, level at
40
"Pump ofP level at:
36
High water alarm of
45
in.
in.
in.
Curtain Drain
5U+
j0+
50}
Pump Make & Model
Electrical Inspections performed by:
P2005
Haakenson Electric/MoA BSD
Remarks:
INSTALLED BOTH PRIMARY & RESERVE FIELDS.
BENCH MARK
Location and Description:
BASEMENTFF
Assumed Elevation:
100.0 FL
Engineer's Stamp
Inspections performed by: PANNONE ENG. SVC, LLC Dates: 1e' 7/10/2005
n
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2 7/1012005
�•� p E. .<1'
Development Services Department Approval
A 6�Ar ����
00,
Conditional Approval Date:
49T"
..5.. ......5.. ..0
-
Steven •�R.•Pannone. i
Reviewed and approved by: Date: ZD fZ
/ /
�1��'• N1o.CE 8149
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••-y-mac"C ••••••��
(Rev. 06)
04/
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PERMIT NO: SWO60205 RECORD DRAWING P.I.D. NO: 015-142-61
WASTEWATER DISPOSAL SYSTEM
LOT 2 BARON IK S/D
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1) All work shall be performed in — — �� S = p
accordance with AMC15.65. O
2) Materials used shall be in Q� COO
accordance with those spec'rfied in
AM015.65, Wastewater Disposal. 'f O
� M I
3) Maintain 10' separation to all lot .�
lines and proposed water lines. \ \ O
4) Lots served by private water \ r M M
system. No wells within 100' of r -0\ — — — ._
proposed system. \\ to \ / —
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♦♦� ; Steven R. Pannone .e Mr. Tim Haakenson P. O. BOX 102954
♦ CE 8149 5601 east 115th Ave
♦ ANCHORAGE, ALASKA 99510
♦ 1 ��� Anchorage, AK 99516 227-3522 P, 272-8218 Fax
♦♦ q ! aD _ �y • 242-6067
♦♦� '�t-r-tJStU" �� DATE: 12/12/07
1j�aaa����� SCALE: 1"=50' PLAN
SWING IES
A
B
T1
55.3
61.E
LS1
62.7
69.�
LS2
65.3
71.
M1
58.6
86.
M2
107.5
1�.7
M3
77.8
1 0.7
M4
134.4
1/31 .3
PERMIT NO: SW060205 RECORD DRAWING DETAILS P.I.D.NO: 015-142-61
WASTEWATER DISPOSAL SYSTEM
LOT 2 BARONIK S/D
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PREPARED FOR:
""
""PREPARED i PANNONE ENG. SVC, LLC
• ���j'III;;;� Steven R. Pannone Mr. Tim Haakenson
♦♦ � •' CE 8149 ' �� P. O. BOX 102954
5601 east 115th Ave ANCHORAGE, ALASKA 99510
♦1♦ . �i Anchorage, AK 99516
♦.tJ��•e, 242-6067 227-3522 P, 272-8218 Fax
��\\\"„�* �y DATE: 1216111
`i�Zl-! SCALE: NTS RECORD
Municipality of Anchorage
Community Development Department - Development Services Division
1 .. P.O. Box 196650 - Anchorage, Alaska 99519-6650 - 4700 Elmore Road
,,.. Info and Help: (907) 343-8211
INSPECTION: Voice: (907) 343-8300 Fax (907) 249-7777
APPLICATION NO. E05 1098 Inspection Report - UGEIec
Subpermit of Master Permit: 05 1098 Permit Type: Electrical New
Notes: lease contact Tlm 30 minutes prior to arrival to provide access. 242-6067 Requested Schedule
by: Tim Haakenson 242-6067
- -• •-�•^• •�� ^ . iaav sq n living area, 1296 sq ft finished basemt
Contacts
Other 9072765161
Owner
BARNES ARCHITECTURE INC 218 E 4TH AVE
Contractor
HAAKENSON TIMOTHY WAYNE 8 MELODY ANN
Contractor (907)345-8238
OWNER 4700 S BRAGAW
OWNER 4700 S BRAGAW
Contractor 9070345823
Other
OWNER 4700 S BRAGAW
9078683333
InspJe�ctorComments:
TIMOTHY & MELODY HAAKENSON 5601 E 115TH AVE
Inspector:
�_ • mac. ���,
1,
Preference:AM
ispection #: 139332
L� l�
Date: `-' 7
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 8 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Renewal
Permit Number: SWO60205
Legal Description: BARONIK SUBDIVISION LOT 2
Design Engineer: 0062 PANNONE ENGINEERING SERVI(
Owner Name: TIM HAAKENSON
Owner Address: 5601 EAST 115TH AVE
ANCHORAGE. AK 99516 -
Date Issued: Jul 14, 2006
Expiration Date: Jul 14, 2007
Parcel ID: 015-142-61
Site Address: 5730 E 115TH
Lot Size: 60313 SO. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of.
Q Disposal Field ❑✓ Septic Tank Ej Holding Tank ❑ Privy ❑ Private Well Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specked 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 engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling
(907) 343-7904 ( 24 hours). ( Not required for a Water Supply Permit only).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received
Date:
Issued ByDate: % I
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program , r
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
ON-SITE SEPTIC/VVELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. /7/S- &2 -fie I
Property owner(s)
7/M
UtfAkl ElySor`f
Dayphone c�qo?-60&q
Mailingaddress
❑
E lt,5 ' A ✓c Ash
Zip Code
Site address S?
Legal description (Sub'd, Block & Lot)
Legal description (Township, Section & Range)
Lot Size (,03/3 Sq. Ft.
THIS APPLICATION IS FOR (®all that apply):
Absorption Field
0"
Septic Tank
❑
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
n
Code
Number of Bedrooms 4
THIS APPLICATION IS AN:
Initial
❑
Upgrade
❑
Renewal
❑
1 certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
of property owner or authorized agent)
Permit/Rush Fees: /�J` Waiver Fees:
Date of Payment: fLb Date of Payment:
Receipt Number: 0 a 8349 Receipt Number:
(Rev. 11105)
t MUNICIPALITY OF ANCHORAGE
Development Services Department
Onsite Water d Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Permit Number: SWO50211
Legal Description: BARONIK SUBDIVISION LOT 2
Date Issued: Jul 07, 2005
Expiration Date: Jul 07, 2006
Parcel ID: 015-142-61
Design Engineer: 0062 Pannone Engineering Services Site Address: 5730 E 115TH
Owner Name: TIM HAAKENSON Lot Size: 60313 SQ. FT.
Owner Address: 5601 EAST 115TH AVE Total Bedrooms: 4 Permit Bedrooms: 4
ANCHORAGE. AK 99516 -
This permit is for the construction of:
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ 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 engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By.
Date:
Issued By Date: o
Municipality of Anchorage
• Development Services Department" e
Building Safety Division ='
_ On -Site Water and Wastewater Program � 1
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.cl.anchorage.ek.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION"
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 015.142.61 Permit Number SW
Property owner(s) Tim Haakenson Day phone 242.6067
Mailing address (1) 5601 East 1151^ Ave.
Mailing address (2) Anchorage, AK Zip Code 99516
Legal description (Lot, Block & Sub'd.) Lot 2 Baronik SID
Legal description (Section, Township & Range) Site Address 5730 East 115th
Lot Size 60,313 Acres/Sq.Ft. Number of Bedrooms
THIS APPLICATION IS FOR:
Sewer Only ® Well Only ❑
Sewer and Well ❑ Water Storage ❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature of property owner or authorized agent) 42 N k %Aja -a —
Permit Fees: ti (co •Qt + 1:15 eDtsh Waiver Fees:
Date of Payment: '� 1 q*)5 Date of Payment:
Receipt Number: 5zvo 141 Receipt Number:
(Rev. 12/00)
M4 .(�y P:fr
Plck- UP
SX� '4-AAU 1
Pannone Engineering Services, LLC P.O. Box 102954
Consulting Engineers Anchorage, Alaska, 99510
fQ071 272-8218 (907) 272-8218 Fax
July 4, 2005
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 S. Bragaw Street
P. O. Box 196650
Anchorage, Alaska 99519
Subject: Lot 2 Baronik S/D
Septic System Permit Request
Ladies and Gentlemen:
I am writing to request a permit to construct new vmHonind septic system be issued for
this property. The proposed systems will serve a proposed four-bedroom house. The lot
has an existing well. The pump and associated equipment will be removed and replaced
with new.
1. Soils. See the attached soils log. Ground water was monitored for two weeks. No
ground water was measured in the monitor tubes to a depth of 15 feet below ground
surface. Bedrock was not encountered in the test hole. It is my opinion that the overall
soils appearance of the soils, an application rate of 0.5 gallons/day/square feet should
be used using a class III advanced treatment system.
2. Trench Design.
a.
Percolation Rate:
b.
Application Rate:
c.
Number of Bedrooms:
d.
Design Flow:
e.
Min. Absorption Area:
f.
Total depth:
g.
Effective Depth:
h.
Width:
i.
Reduction Factor:
j.
Minimum Length:
k.
Design Length:
1.
Effective Absorption Area:
m. Septic Tank Size:
Cont'd on page 2
C:\Work\Letters\2 Baronik.doc
120 Min Per Inch
0.5 gpdpsf
4
600 gallons per day
1200 sf
9 feet
6 feet
2 feet
0.0
100 feet
100 feet
1200 sf
1500 gallon Advantex W/AX20 Pod.
Page 2
3. Surface Water: There is no surface water within 100 feet of the proposed system.
The proposed systems will maintain at least 100 feet from all surface water and drainage
ditches.
4. Topography: The average topography in the area of the proposed septic system is
approximately 5 percent in the area of the SAS (based on existing topographic survey
conducted in 1988).
5. Future Upgrade Area: I am proposing that the primary field be installed at this
time. A new 1500 gallon Advantex advance treatment system will be installed outside
the 100 -foot well radius. I have shown the proposed location on the site plan.
The proposed installation will not affect the future development of the surrounding or
existing lots. There are no wells or septic systems within 100 feet of the proposed septic
location.
If you have any questions or concerns, please contact me at 227-3522 or 272-8218.
Sincerely,
Steven R. An
Civil Engineer
Attachments:
C G F% T R ,A GTOCL SC L,u t l f 7'z,! G TiJ S-rA W ..� [� -ril (a
vVrf\.J sYsra-Nl I},.v\s�c�. /�n�cN• :a�t� welt
7n� si'¢Cr `-t ii LZ J\-lJl/AU � � --r-►o N k-'Fc+lt �•t�pe�
'�NST�n t t \ATION � A S'•S � rnBL `�•
C:\WORK\LETTERS\2 BARONIK.DOC
PERMITNO: DESIGN DRAWING P.I.D.NO: 015.14261
WASTEWATER DISPOSAL SYSTEM
LOT 2 BARONIK SID
NOTES:
1) All work shall be performed In
accordance with AMC15.65.
2) Materials used shall be In
accordance with those specified in
AMC15.65, Wastewater Disposal.
3) Maintain 10' separation to all lot
lines and proposed water Anes.
4) Lots served by private water
system. No wells within 100' of
proposed system.
'v: .�n '7r7 :*
Steven R. Pannone
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Mr. Tim Haakenson
5601 east 115th Ave
Anchorage, AK 99516
242.6067
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PANNONE ENG. SVC, LLC
P. O. BOX 102954
ANCHORAGE, ALASKA 99510
227-3522 P, 272-8218 Fax
DATE: 7/4/05 PLAN
PERMIT NO: DESIGN DRAWING DETAILS
WASTEWATER DISPOSAL SYSTEM
LOT 2 BARONIK SID
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PANNONE ENG. SVC, LLC
Steven R. Pannone i
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Mr. Tun Haakenson
5601 east 115th Ave
Anchorage, AK 99516
242.6067
P. O. BOX 102954
ANCHORAGE, ALASKA 99510
22 8218 Fax
16P. 05
DATE: 2/16N5
ATE:
DESIGN
PERMIT NO:SW05 DESIGN DETAILS
WASTEWATER ABSORPTION SYSTEM
LOT 2 BARONIK S/D
PITMTE crow! To
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DESIGN CALCULATIONS
Number of Bedrooms - 4
Total Bedrooms -4
Design flow -150 gal/br/day,
Total flow - 600g1day
0
No. CE 81
0
lLEIE IIECTIp1 a P Pu<
PN TO EM PSOTE
E%TEND TO MOGE ElCA%
P.I.D. NO: 050.671-43
A lECTW TIINV REpSt TANK
Ti�.NA�N w MO m
TANK SIZE:
1500 gallon Steel Advantex tank
SOIL ABSORPTION SIZE:
Advantex Sewer System
AX20 Pod - Class III System
Pero Rate= 60-120 minfinch
Application Rate= 0.5 GPD/SF
Size Required= 600 GPD/0.5 GPD/SF = 1200 SF
Use Trench, 6' effective
100' Long by 2-3' Wide
100 LF x 2-3'x 6' ED =1200 SF Total
:PARED FOR:
Mr. Tim Haakenson
5601 East 115th Ave
Anchorage, AK 99516
242-6067
PANNONE ENG. SVC.
P. O. BOX 102954
ANCHORAGE, ALASKA 99510
272-8218 PHONE & FAX
DATE:T^ 7^2-06 DESIGN
SOILS LOG - PERCOLATION TEST
PANNONE ENGINEERING SERVICES
P.O. BOX 102954
ANCHORAGE, AK 99510
(907)272-8218
PERFORMED FOR: Mr. Tim Haakenson DATE PERFORMED: 625/05
LEGAL DESCRIPTION: LOT 2 BARONIK SUBDIVISION
1 -
2-
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
TEST HOLE 1
ML/
GM
BOH
SLOPE
TEST
&own Gn1veM HOLE
sand wl boulders
21
Steven R. Pannone
0
WAS GROUND WATER
ENCOUNTERED? NO
IF YES, AT WHAT
DEPTH?
DEPTH TO WATER AFTER
MONITORING? -DRY
DATE: 7-2-2005
TEST HOLE
READING DATE
CLOCK
TIME
NET TIME
WATER
LEVEL
READING
NETDROP
1 6/25/05
12:55
6-
0-
2
13:25
30 MIN
5 3/4'
1/4'
3
13:25
8'
0'
4
13:55
30 MIN
5 3/4'
1/4"
5
1355
6'
0'
6
14:25
30 MIN
5 3/4'
1/4"
PEROLATION RATE 120 (minAneh) PERC HOLE DIAMETER 6 inches
TEST RUN BETWEEN 6 FT AND 7 FT
COMMENTS: Test hole excavated by Owner. Test Hole was presoaked before pert test.
SOILS LOG - PERCOLATION TEST
PANNONE ENGINEERING SERVICES
P.O. BOX 102954
ANCHORAGE, AK 99510
(907)272-8218
PERFORMED FOR: Mr. Tim Haakenson DATE PERFORMED: 6/25/05
LEGAL DESCRIPTION: LOT 2 BARONIK SUBDIVISION
1-
2-
3-
4 -
5 -
6 -
7
6
9
10
11
12
13
14
15
19
17
19
19
20
TEST HOLE
MLII Bloom Gravelly
GM sand w/ boulders
SLOPE
TEST
HOLE
W
Steven R. Pannone
CE 8149
r7
WAS GROUND WATER
ENCOUNTERED? N
BOH
IF YES, AT WHAT
DEPTH?
DEPTH TO WATER AFTER
MONITORING? -DRY-
DATE: 7-2.2005
TEST HOLE
PEROLATION RATE 120 (minAnch) PERC HOLE DIAMETER 6Inches
TEST RUN BETWEEN 5 FT AND 6 FT
COMMENTS: Test hole excavated by Owners. Perc hole was presoaked before test.
ocornom n nv. C1�vpn R_ Pannone. P.E. I CERTIFY THAT THIS TEST WAS PER
NETTME
WATER
LEVELWREADING
--
6'
ftDATE
30 MIN
53/4
6'
30 MIN
53/4'
6'6
1430
30 MIN
53
PEROLATION RATE 120 (minAnch) PERC HOLE DIAMETER 6Inches
TEST RUN BETWEEN 5 FT AND 6 FT
COMMENTS: Test hole excavated by Owners. Perc hole was presoaked before test.
ocornom n nv. C1�vpn R_ Pannone. P.E. I CERTIFY THAT THIS TEST WAS PER
SOILS LOG - PERCOLATION TEST
PANNONE ENGINEERING SERVICES
P.O. BOX 102954
ANCHORAGE, AK 99510
(907)272-8218
PERFORMED FOR: Mr. Tim Haakenson DATE PERFORMED: 625/05
LEGAL DESCRIPTION: LOT 2 BARONIK SUBDIVISION
1 -
2•
3
4
S
8
7
8
9
10
11
12
13
14
15
Is
17
18
19
20
TEST HOLE
MLI
GM
SOH
&own Grevely
sand wl bouklem
SLOPE
TEST
HOLE
F
Steven R. Pannone
CE 8149 - .
0
WAS GROUND WATER
ENCOUNTERED? N
IF YES, AT WHAT
DEPTH?
DEPTH TO WATER AFTER
MONITORING? - DRY -
DATE: 7-2-2005
awrc
TEST HOLE
READING DATE
CLOCK
TIME
NET TIME
WATER
LEVEL
READING
NETDROP
1 6/25/05
1305
6'
0'
2
1335
30 MIN
5 3/4-
1/4-
3
13J5
6'
0'
4
1405
30 MM
5 3/4'
1/4'
5
1405
6'
0'
6
1435
30 MIN
5 3/4-
1/4'
PEROLATION RATE 120 (minAnch) PERC HOLE DIAMETER 6Inches
TEST RUN BETWEEN 5 FT AND 6 FT
COMMENTS: Test hole excavated by Owners. Perc hole was presoaked before test.
July 7, 2005
Municipality of Anchorage
On -Site Water and Wastewater
Fax: 343-7997 Attn: Cathy
Re: Owner Installed System
To Wbom It May Concern:
Dear Mr. Joe Goodall
I am requesting permission to install my own sewer system located on Lot 2 of Baroml
Subdivision. I have owned my own electrical contacting business in Anchorage for over 20
years and have experience with construction equipment including backhoes, dozers, etc. I will
be getting assistance from two of my brothers, one who works for ACS and operates equipment
on a daily basis and another who has operated equipment for many years, and was a certified
sewer system installer during the 1980's on the Kenai Peninsula.
Thank you for your assistance.
Sincerely,
-�,-. Jo
Timothy W. Haakenson
1/1 'd t0W ON 00 01810313 NOSN31VVH YIVti4:11 5001 'L 'Inr
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
MEMORANDUM OF UNDERSTANDING
BETWEEN MUNICIPALITY OF ANCHORAGE
3Ar-
THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this
day of�T of 20D by and betweenrin\.� 4 lam%.
herein the "OWNER," and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Memorandum of Understanding 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 t07EhdV1oNt IL located
at 5730 LAS i («T� Anchorage, Alaska.
2. Definitions.
A. 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. Prior to
performing any alterations to an AW WTS the owner must obtain a
Wastewater Disposal System Construction Permit from the Municipality
pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65.
B. Certificate of On -Site Systems Approval. 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 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.
C. Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
D. 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.
E. Permit (Construction) An On -Site Wastewater Disposal System
Construction Permit as defined by AMC 15.65.
F. Permit (Operating) An Advanced Wastewater Treatment System
Operating Permit. An annual permit, issued by the Municipality, that
allows the Owner to operate an AWWTS, upon meeting all the
requirements of this agreement, the conditions of Operating Permit, the
requirements of the On -Site Wastewater System Construction Permit and
all relevant provisions of AMC 15.65
3. Fee. Owner shall pay to Municipality an annual fee of 0
(s=� payable on or before the issuance of the operating permit and annually
thereafter. The annual fee is due on or before the anniversary date of the approval by the
Municipality of installed system.
4. Term. The term of this Memorandum of Understanding shall be for the life of the
AWWTS.
The term begins on the date of approval by the Municipality of the installed system and
shall continue while the AWWTS system is in use or operational or until the property is
sold or title is transferred by owner and a new certificate of On -Site approval is issued to
the new owner or transferee of the property.
5. Alterations Installation and Removal of Additional Equipment. Owner agrees
not to make any alterations, removal of parts or additions to the AW WTS.without a
Construction Permit from the Municipality.
6. Maintenance and Repairs.
A. Throughout the term of this Memorandum of Understanding, the Owner shall
maintain AWWTS in good repair. In addition, it shall be the responsibility of the
Owner during the term of this Memorandum of Understanding, and any extensions or
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.
Further, Owner agrees to comply will all applicable ordinance, laws, regulations,
rules and orders for the AWWTS.
B. Owner agrees to provide the Municipality a written schedule of routine
maintenance and repairs which have been performed on the system pursuant to the
terms and conditions contained in the Owner's AWWTS Operating Permit. This
schedule shall be submitted to the Municipality annually upon the renewal of the
permit. The schedule of maintenance and repair contained in the Owner's AWWTS
Operating Permit is:
C. Owner acknowledges that the fine schedule for failing to maintain and repair an
AWWTS are codified in AMC 14.60.
D. Owner agrees that only maintenance, repair personnel certified by the
Municipality will inspect and make any necessary maintenance, repairs or permitted
alterations to the system.
E. Owner agrees to grant the Municipality reasonable access to test and inspect the
AW WTS upon 24 hours written notice.
F. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
G. Owner agrees that the relevant provisions of the standard specification guidebook
for AW WTS is the governing professional guidelines for the construction,
maintenance and repair of the Owner's AWWTS.
7. Nomvaiver. The failure of either party at any time to enforce a provision of this
Memorandum of Understanding shall in no way constitute a waiver of the provisions,
nor in any way effect the validity of the Memorandum of Understanding or any part
hereof, or the right of such party thereafter to enforce each and every provision
hereof.
8. Amendment.
A. This Memorandum of Understanding shall only be amended, modified or changed
by a writing, executed by authorized representatives of the parties, with the same
formality of this Memorandum of Understanding was executed and such writing shall
be attached to this Memorandum of Understanding as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this contract, the only authorized representatives of the parties are:
Owner:
Anchorage: Purchasing Officer
C. Any attempt to amend, modify, or change this contract by either an
unauthorized representative or unauthorized means shall be void.
9.3urisdiction: Choice of Law. Any civil action arising from this Memorandum of
Understanding 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 Memorandum of Understanding.
10. Severability. Any provisions of this Memorandum of Understanding decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining provisions
of the Memorandum of Understanding.
OWNER:
Date: 7 ' S ' 02
STATE OF ALASKA
THIRD JUDICIAL DISTRICT
MUNICIPALITY:
By:
Title:
Date:
) ss.
The foregoing instrument was acknowledged��rre me this � day of
200S-, by Ti �c 51 Al CllIf23 of
AGjQuC d{t2Q@ r on b alf of the Municipality of nchorage.
• OFFICIAL SEAL
tip'•
NOTARY LIC FOR ALA KA " SZl, OLGAMCINrIRE
My Com is on expires: GlGGP -K-90C NOTARY PUBLIC -ALASKA
MY COMMISSION EXF4RESANE 14.2W6