HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 1H LT 23ARabbit Creek
View & Heights
Biock 1H
Lot 23A
#020-551-02
_
, o
Adv.7nccd TrvvGrnent Skstem Ile
GARNESS ENGINEERING GROUP, Ltd ° 'c.+arYn
ENGINEERING o SALES o CONSULTING —
January 25, 2019
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Rd. P.O. Box 196650.
Anchorage, AK 99519-6650
(907) 343-7904
Ref: Rabbit Creek View & Heights S/D; Block 1 H, Lots 23A & 24A (16400 Carl Street,
Anchorage, AK) Memo concerning converting CAT III AWWTS to CAT II AWWTS septic
system
To whom it may concern:
The permitted septic system was installed on the referenced property on 9/6-7/2010 and was
started up shortly after that. ARM Septic Services, LLC checked the monitoring tubes in the
drainfield on 9/11/2018 and found them to be dry. In order to simplify the overall operation and
maintenance of the system, we are proposing that this unit be permanently configured as a CAT
I I system. Our justifications are as follows:
• The receiving soil had percolation rates of 120 minutes per inch. Given this percolation rate, a 0.5
gpd/sq.ft. application rate is required for a Cat III system and a 0.3 gpd/sq.ft. application rate would
be required for a Cat II system. There is also 4+ foot of MOA approved sand filter below the
drainrock for this drainfield. We are proposing that Quanics Aerocell system be converted to a Cat II
configuration and that after the effluent passes through 2+ feet of MOA approved sand filter, the
effluent should meet Cat III effluent quality levels. Since this system has 4+ feet of MOA sand filter
above the native, insitu soils, it is our opinion that the Quanics Aerocell system should be able to be
used in a CAT II configuration and that the required 0.5 gpd/sq.ft. application rate has been met at
the point of 2' below the bottom of the drainrock because of the MOA sand filter.
The residences on this property have a total of 3 bedrooms, so 900 sq./ft. of absorption area is
required for a CAT II system with a 2+ feet sand filter (450 gpd / 0.5). The existing 2010 drainfield
has 966 sq./ft. of absorption area. In short, the drainfield meets the Cat III requirements (Cat II
configuration + 2 foot sand filter) absorption area requirements.
At this time, we request that your department approve a CAT II configuration be used at the
referenced prope Upon your concurrence, we will have ARM Septic Service, LLC, either leave
the Jandy valve a t for in the discharge position; or have them completely remove the actuator and
leave the valve, the\open position. We will also have them place a CAT II sticker on the control
S
P.E. M.S.
so l � AC
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com
Municipality of Anchorage
= N•
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program, 4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number. OSP 101 178 PID Number: 020-551-02
Nome: MARY ELDRED
Y Wastewater System: ❑ New ■ Upgrade
Address:
16400 CARL STREET *ANCHORAGE, AK
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 441-8499 3
❑Deep Trench ❑Shallow Trench ❑Bed ■ ound❑ Other
�om
LEGAL DESCRIPTION
Soil Rating: f I
�
original grade:
tot Depth fr
SEE DWG.
GPD/Sq. Ft.
Ft.
Block: Lot: - Subdivision:
Depth to pipe bottom from original grade:
Grovel depth beneath pipe:
1H 23A & 24A RABBIT CREEK HEIGHTS
SEE DWG. Fl.
0.52 Ft.
Township- Range: Section:
Fill added above original grade:
Gravel length:
— — —
SEE DWG. FL
46 Ft.
WELL: ❑ New ❑ Upgrade
Gravel width:
21
Number of lines:
4
Distance between linea
5
Ft,
Ft.
Classification (Private, A.D,C): Total Deat
Caead Tw(BEDROCK)
Total absorption area:
Pipe material:
Ft.
FL
966 sa. Ft.
D 3034/ F-810/SCH 40
Static Water Laval:
FL
Installer:
WILCO CONTRACTORS
Date installed:
9/6-8/2010
Driller. \ '�� Dote Drilled:
�
Yield:
Pump Set At:
Casing Height Above Ground:
TANK
GPM
Ft.
Ft
SEPARATION DISTANCES
❑ Septic ❑ Holding ■ S.T.E.P. O Other*
To
$eptic
Absorption
Lift
Holding
Public/Private
Manufacturer.
GREER
copacity in gallons:
1500
From
Tank
Feld
Station
Tank
sewer Lines
Well
100'+
100'+
100'+
—
25'+
Material:
STEEL
Number of compartments:
2
Surface Water
100'+
100'+
100'+
-
-
LIFT STATION
Lot Line
5'+
10'+
10'+
_
—
size in gallons:
1500
Manufacturer:
GREER QUANICS
'Pump on' lave! at:
'Pump off' level at:
High water alarm at:
Foundation
5'+
10'+
10'-1-
—
—
TIMER
TIMER
1 44"
Pump Make dt Model
Electrical Inspections performed by:
Curtain Drain
—
50'+
—
—
—
P—FS-41T
I ED'S ELECTRIC
Remarks: THIS IS A QUANICS AEROCELL SYSTEM
BENCH MARK
(xallon and Description:
OLD HOLDING TANK WAS DECOMMISSIONED.
TOP OF WINDOW TRIM, SW SIDE OF HOUSE
TOPSOIL AND SEEDING WILL BE DONE IN THE SPRING 2011.
Assumed Elevation: 104.26
Ltd.
Inspections performed by: GEG, Dates: 1st 9/6/10
ENGINEER'S SEAT.
4�Qoo pp
2nd
3rd 9/7/10//10
Development Services Department Approval
o° 49 -VPA
Gt/ 0 " �_ ,p
Conditional approval: Date: i!
0 .......... ......
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p� .J f r A. G ness• N
pp� CE-79 �p
Reviewed and approved by: _ Dater
vtiOdPraf6sslall
(Rev. 4/06)
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Permit Number:
Tax Code Number:
Work Type:
On-Site Wastewater Disposal System Permit
OSP101178
O20551O2OOO
Septic
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
Upgrade
Permit Effective Dates: September 17, 2010 to September 17, 2011
Design Engineer: GARNESS ENGINEERING GROUP LTD
Subdivision: RABBIT CREEK VIEW & HEIGHTS
Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 1H LT 23A G:3340
Owner/Address: ELDRED MARY R
16400 CARL STREET ANCHORAGE AK 995165501
Site Mailing Address: 16400 CARL ST, Anchorage
Lot Size in Sq Ft: 21869
Total Bedrooms: 3
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy N 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.
Special Provisions: A copy of the state stamped ingress/egress agreement to be submitted before
the inspection report is approved.
Received By:
Issued By:
Date:
Date:
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 Bragaw St.
P.O. Box 196650
Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERHIT APPLICATION
FOR A SINGLE FAHILY DWELLING
~95,~0 /011 7~
Parcel I.D. 020-551-02
Day phone 441-8499
Property owner(s) MARY ELDRED
Mailing address 16400 CARL STREET * ANCHORAGE, AK * 99516
Site address 16400 CARL STREET * ANCHORAGE, AK Zip Code 99516
Legal description (Sub'd, Block & Lot) RABBIT CREEK HEIGHTS S/D; BLOCK 1H, LOTS 23A & 24A
Legal description (Township, Section & Range) N/A
Lot Size ~- [~ ~ C~ Sq. Ft. Number of Bedrooms 3
THIS
APPLICATION IS FOR ( [] all that apply):
Absorption Field []
Septic Tank []
Holding Tank []
Privy []
Private Well []
Water Storage []
THIS APPLICATION IS AN:
Initial []
Upgrade []
Renewal []
I 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.
GARNESS ENGINEERING GROUP, Ltd.
Permit/Rush Fees:
Date of Payment:
Receipt Number:
(Rev. 11/05)
Waiver Fees:
Date of Payment:
Receipt Number:
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
August 23, 2010
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 Septic Upgrade for Rabbit Creek Heights S/D; Block 1H, Lots 23A & 24A,
To whom it may concern:
The existing 3 bedroom house is served by a private well and a holding tank. We are proposing to install
a new 1500 gallon S.T.E.P. tank with Quanics controls/floats and a bed type drainfield. One test hole was
excavated on the property. The drainfield will be designed around the 30 foot radius of this test hole.
Comments regarding the design are summarized as follows:
1. SOILS: See the attached logs which shows 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 waters within 100 feet of the proposed septic system.
4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography below the
drainfield is a 5-10% percent slope running south to north.
5. DRAINFIELD WIDTH VARIANCE: Due to the size and elevation of the proposed system, we are
requesting a variance in drainfield width. We are proposing to install a 20 foot wide bed so that the
resulting 3:1 slopes can be contained on the property. We are unaware of any adverse affects that this
waiver would create for adjacent wells or septic systems.
6. DRAINFIELD DESIGN VARIANCE: We are proposing to remove the organic layer and build up the
drainfield with MOA approved sand as required to meet the 6 foot separation distance to impermeable soils.
We are unaware o?any adverse impacts this installation would have on adjacent wells or septic systems.
If you have any,~l~'estions, please contact us at 337-6179° Thank you for your assistance.
Presic
m. So
3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com
I I'--- I XHTS
I _~ I RABBIT CREEK HEIG
BLOCK 2H, LOT 1
I --
I bOi I ~.___...i .~
I -J zl~''
SCALE: I Q:::: ' / I x
~":~oo' ~ I < /
I 0 I RABBIT CREEK ~IGHTS,
I /i I BLOCK 2H, LO~ 16
I /] I
I I '~ I
I ~~ I /
Xl I /
cu.~.,u ~.~ ~ I
........... j x L ~--.
........... ~*~*~ ..... ~ i x ,-- .......
~S ~S ~ ,
~ SEPTIC v ~/ / X ~
I
MARINO DRIVEXx / ', x
. , :---..
~BBIT CREEK HEIGHTS,I ~BBtT CREEK HEIGHTS RABBIT CREEK
BLOCK 4H, LOT ~ RABBIT CREE~ HEIGHTS, BLOCK 5H, LOT 39 HEIGHTS,
~BBI~ CREEK HEIGHTS BLOCK 4H~ LOT/5 ~ ~ BLOCK 5H,
~ LOT 38
~ BLOCK 4H, LOT 4 / /
X ~ ///
PREPARED FOR: PHONE ..... '.
,~,, o~c~,~,o~: ' ' ~w, ~: ~ 'tL tF:-P:: .'
~PE OF WORK: ~'~: . .
SITE PLAN 8/19/2010
Ltd. HAS A 7 PAGE SPECIFICATION
GEG,
DESIGN
CRITERIA:
DRAINFIELD
DESIGN:
LETTER THAT PERTAINS TO THIS DESIGN°
NUMBER OF BEDROOMS: .3 MAXIMUM DEPTH: LIMITED TO TO OBTAIN A COPY OF THE LETTER
GALLONS PER DAY (GPD): 450 REMOVAL OF ALL ORGANICS CONTACT GEG. BY PROCEEDING FORWARD
PERCOLATION RATE/S: '120 MIN/IN WIDTH: 20' , WITH THIS INSTALLATION, THE ENGINEER,
PROPOSED APPLICATION RATE: *0.5 LENGTH: 45' WELL DRILLER, CONTRACTOR AND
MINIMUM DRAINFIELD SO.FT.: 900 M-O.A. APPROVED SAND FILTER: AS PROPERTY OWNER AGREE THAT THEY
*ADVANCED TREATMENT SYSTEM REQUIRED TO BE 4' ABOVE HIGHEST HAVE READ THESE SPECIFICATIONS AND
AGREE TO ACCEPT THE TERMS AND
ORIGINAL GRADE ENCOUNTERED CONDITIONS OUTLINED.
EFFECTIVE: 0.5'
REDUCTION FACTOR: N/A
ACTUAL SQ.FT.: 900
~;g APPX. LOCAT,ON-'- / SHED / / L
PROPOSED 1500 GALLO~
650 AEROCELL UN,T W/ %,~,
,NTERNAL ,ANDY
(TO ~E ~ ~
NOTE: TESTHOLE S~ER LINE TO BE
TO BE BACKFILLED REPLUMBED DURING
AND COMPACTED CONSTRUCTION TO
WITH NATIVE EXIT HOUSE ON
NOTE: CONTRACTOR SHALL
HAVE 100' WELL RADIUS
AND WEST LOT LINE
F~GGED BY a REGISTERED ' /
PROFESSIONAL ~ND
SU~OR PRIOR TO ~
CONSTRUCTION
MARINO DRIVE t
MARY ELDREDI907-441-8499 2 Of 5 ~'V~;
LEGAL DESCRIPTION: ~D~WN BY:
RABBIT CREEK HEIGHTS S/D; BLOCK 1H, LOTS 2~A ~ 24A A.J.G. ~ """-g'"-~'~/
~PE OF WORK:
DESIGN DRAWING OF PROPOSED SEPTIC SYSTEM 8/19/2010
(Rev. 01/05)
IPROFILE VIEW OF1
PROPOSED BED
I1"=10'I
SLOPE)
GROUNDWATER @ ,
RABBIT CREEK HEIGHTS S/D; BLOCK 1H, LOTS 25A & 24A A.J.G.
PROFILE DRAWING OF PROPOSED SEPTIC SYSTEM 8/19/2010
(Rev. 01/05)
LL~ RABBIT CREEK HEIG
, ,, ~ I fl" I I BLOCK 2H, LOT 17
\/ ~ I u)', I \\\/
~ I /, I BLOCK 2H, LO~ 16
~ ~ I ~, I /
........................~ --~__ ~ X k
.......... ~<-----¢- n _~, ...... y~---~ ....
~~ SHED~ ~ ~ I ~ ~ ~ ~'
o ~ ~ ~ u o ~ SEPTIC 0
,, ,,
. ~_~_ ~ - ~ / - _~__/
-~ -~ARINO DRIVEk~ //~'~
~ .~ ~aa~} CAKE, HE~S ~ / ~ ~ ak~,.~H,
~o, ~. ~o, ~ s,~ ,o~ · ~c.o~ ~ o~. ~,o,~ (~o~m~-~ · ~ (~on~-~ · w~s~ .~.~ .... ¢.,~,g.=~ ~ /.,", ,~
MARY ELDRED 545-1S01 4 Or 5 ~'¢~.¢ -~¢fr~y &~rnes~..
RABBIT CREEK HEIGHTS, BLOCK 1H, LOT 25A A.J.G. ~
GARNESS ENGINEE'RING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
3701 E. 'TUDOR ROAD, SUITE 101 * ANCHORNSE, AK. 99507 * PHONE: (907)337-6179 * FAX: (907)338-3246 * WEBSIIE: gomessenglneertng.com
ISOIl LOG - PERCOLATION TESTI
LEGAL DESCRIPTION: RABBIT CREEK HEIGHTS S/D; BLOCK 1H, LOT 25A & 24A
PERFORMED FOR: MARY ELDRED DATE:
ORGANICS
TEST HOLE #ql
SOIL CLASSIFICATIONS
ML
CLAY
GW ~ ORG
GP
GM CL
GC OL
SW HH
SP CH
SM OH
SC
DEPTH TO
GROUNDWATER DATE
DRY 8/16/2010
4' 8/17/2010
DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
8/17/2010 1 3:20 - 6- _
2 3:50 30 5 3/4" 1/4"
3 3:50 - 6- _
4 4:20 30 5 3/4" 1/4"
5 4:20 - 6,, _
6 4:50 30 5 3/4" 1/4"
PERCOLATION RATE 120 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
SOILS LOGGED BY:
COMMENTS:.
TEST RUN BETWEEN 0.5 FT. AND 1.5 FT.
A FOUR HOUR PRESOAK WAS PERFORMED: · YES
ROB CAMPBELL PERCOLATION TEST PERFORMED BY:
[] NO
ANDREW GRAY
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS )°ERFJ;)RMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: _~/Z_~/? m
S 89°28'49"W !05.!7' S 89°28'49"W 105.03'
! 10' UTILITY EASEMENT
[ 10' UTILITY EASEMENT, '--'~J~'~'~-~'
Based upon an asbuilt ~ 5r5'
survey by Shane Holt .....J /
LS-6914, dated 8/23/07 ~~ ~ o
.
Existing 1250 gal
Holding Tank
Test H ~3 ~
/
°well LOT
LOT 24A
~ 8~°3~%4"~ ~04.~2~ ~ 8~°3~'44"E 74.~5'
~, Merino Drive
Rabbit Creek Heigh~ BIk ~H Lots 23A & 24A
Site Plan for Septic Upgrade . ~:&~.-"
Ma~. Eldred Watkins Enqineering,~ inc.
Parcel ID: 020-55~-02
Cindy W.' Ellis, P.E. P.O. Box ZZ0443 ';~ . CCDY W. E~US
August 31, 2007 Anchorage, Alaska 99511-0443
Scale 1 inch = 30 ff Phone: (907)349-1851, Fax: (907) 349-1934
Performed For:
Legal Description:
5-
6-
7-
8-
9-
11-
15-
20-
Depth
',Feet',
ML
BOH
Municipality of Anchorage
Development Services Depa~ment
Building Safety Division
On-Site Water and Wastewater Program
4700 South Bragaw St.
P.O. BOX 196650 Anchorage, AK 99519-6650
www.munLor§/onsite
(907) 343-7904
Soils Log - Percolation Test
Mary Eldred
Rabbit Creek Heights, Block 1H, Lot 23A
Test Hole #1
Fill
1.25
Organics
2.5
brown silt
4.5
blue clay
8.6
Slope
<1 ~%
Date Performed: 7-17-07
Township, Range, Section:
Site Plan
Se e l~tt~tch,.~d
SJ te Plain
I I I I
WAS GROUND WATER
ENCOUNTERED? YES
s
IF YES, AT WHAT DEPTH? 3.25 L
O
Depth to Water After p
Monitoring? 5.12 E
w/curtain Date: 5-15-08
drain
Reading Date Gross Time Net Time Depth to Water Net Drop
1 7-20-07 2:54 0 6 --
2
3-4
5-6
3:24
3:24-3:54
3:54-4:24
30
30
30
6-4.25
6 -4.25
6 - 4.25
1.75
1.75
1.75
PERCOLATION RATE 17 (minutes/inch)
TEST RUN BETWEEN 3.0 FT AND 3,5
COMMENTS 7 Hr Presoak prior to test. Curtain drain installed upgradient from TH and groundwater was monitored.
PERC HOLE DIAMETER
FT
PERFORMED BY: Rocky Trainor/Cindy Ellis I Cindy Ellis P.E. CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN ¢¢FECT ON THIS DATE. DATE: 8-18-09
Performed For:
Legal Description:
Municipality of Anchorage
Development Services Depsrtment
Building Safety Division
On-Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
,Soils Lo0 - Percolation Test
Mary Eldred
5-
6-
7-
8-
9-
10-
11-
12-
13-
15-
16-
17-
18-
!9-
20-
Rabbit Creek Heights, Block 1H, Lot 23A
Slope
Test Hole #2
i Organics
l 2.0
ML Ibrownimpereable'
4.0
ML blue6.5 clay
~OH
:10!~
I I I
WAS GROUNDWATER
ENCOUNTERED?
IF YES, AT WHAT DEPTH?
Depth to Water After
Monitoring?
~" -.z,~,..
Date ~efformed: 7-~7-07
Township, ~an~o, Section:
Site
S~e ~tt;~ch_=d
SJ.te Pl,~n
I I I I I I I
Reading
Date:
no
PERCOLATION RATE
TEST RUN BETWEEN
COMMENTS No perc test conducted. Soil appears impermeable.
Date
Gross Time
Net Time
Depth to Water
PERFORMED BY: Cindy Ellis I
PERFORMED tN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE.
Net Drop
(minutes/inch) PERC HOLE DIAMETER
FT AND FT
Cindy Ellis, P.E. CERTIFY THAT THIS TEST WAS
DATE: 8-18-09
Performed For:
Legal Descri'ption:
Depth
(Feet]
1-
2-~
3-
4-
5-
BOH
6-
7-
8-
10-
11-
12-
13-
14-
17-
18-
20-
Municipality of Anchorage
.Development Services DepaEment
Building Safety Division
On-Site VVater and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
Soils Log - Percolation Test
Mary Eldred
Rabbit Creek Heights, Block 1H, Lot 23A
Test Hole #3
Fill
1.3
__Organics
2.0
blue clay
Date Performed: 7-17-07
5.0
Township, Range, Section:
Slope
I I
i° ~\
I I I I
Site Plan
S( e ,tt tch ~d
S: te P1 tn
WAS GROUNDWATER
ENCOUNTERED?
no
S
IF YES, AT WHAT DEPTH? L
O
Depth to Water After p
Monitoring? E
Date:
<]0%
Reading Date Gross Time Net Time Depth to Water Net Drop
.1
PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND FT
COMMENTS No perc test conducted. Soil appears impermeable.
t /'~.;',;-/ tf/:,-,/ f -* /.,
PERFORMED BY: Cindy Ellis I Oindy Ellis, P.E. /~ERTIFY THAT THIS TEST WA8
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNIOIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 8-18-09
Undeveloped i /
..................... ' ~ ~5A . / 14A 13A
27A 26A 25A 24A , ,', TH~I '¢3~ ~
. ~ _?iveway [~
Undeveloped
-:';: · ~ ~ ~ic Area
~ ~~// /
~ Septic Area ~~
o / ~ ¢ ¢: ~ o> ,.dew,o,ed ,.deve,o,ed
~ . WELL /
~ BLOOK 4H WELL
< ~ ~ BLOOK ~H
38A
2A 3A ~ ~ ~ ~ ~- ~ ~ ~ 6A 39A
9~ 40A / /
~,~ Heigh~ Blk 1H Lo~ ~3~ & 24A
Site Plan for Septic Upgrade Watkins Engineering, Inc.
Cindy W. Ellis, P.E. P.O. Box ~Z0443
August 31, 2007 Anchorage, AK 99511-0443
Scale: 1" = 100' Phone: (907) 349-1851 Fax: (907) 349-1'934 '~.,.%. ,
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IDRAWN BY:
DATE:8/2$/2010 IJ.L.M.
LEGAL DESCRIPTION:
RABBIT CREEK HEIGHTS; BLOCK 1H, LOT 25A & 24a
TYPE OF WORK:
DESIGN OF QUANICS AEROCELL SYSTEM CONSULTANTS&GENIEP~LCO~ITI~ACrOt~S
~-- TUDOR ROLO, sung 101. ANCHORAGE, AK. 99507 PHONE= (go7) 337-6179/FAX: (gO7) 338 5246
PREPARED FOR:
MARY ELDRED
IPHONE NUMBER:
907-441 -8499
JPA,~E: OF 5
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
MEMORANDUM OF UNDERSTANDING
BETWEEN MUNICIPALITY OF ANCHORAGE
THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this
~__~t.~ Dayof ]r~'/Sxtz%~,3 , o~ 2010, by and between /~[o-~.~ ~ jC./(/'e'C/~/
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 WASTEWATERTREATMENT SYSTEMS. Municipality
grants permission to Owner to utilize and operate an Advanced Wastewater
Treatment System (AWWTS), described as &_._LA-~. ~/C.£ /~ ¢ '~c'~ e
$~located
at_~c~}o[o,~r (re~/q l-}[s. /5t/4 d--3 ' ,Anchorage, Alaska.
2. Definitions.
A. Alteration. Any change to the design or function of an AWWTS that
Includes the installation or removal of any parts, components or pieces not
included in the original construction permit and design. Prior to
performing any alterations to an AWWTS the owner must obtain a
Wastewater Disposal System Construction Permit from the Municipalit5
pursuant to ,Anchorage Municipal Code (hereinafter, "AMC") 15.65.
B. Certificate of On-Site Systems Approval. An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with AMC 15.65.
These approvals ceftin, that the systems are adequate for the homes that
the3" support and meet the codes that were in place at the time of system
construction.
C. Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
D. Maintenance and Repair. The s~heduled and as needed replacement of
existing parts, components and pieces of an AWWTS that were included in
the original design which would allow the AWWTS to continue to
perform as designed.
E. Permit (Construction) An On-Site Wastewater Disposal System
Construction Permit as defined by AMC 15.65.
F. Permit (Operating) An Advanced Wastewater Treatment System
Operating Permit. An annual permit, issued by the Municipality, that
allows the Owner to operate an AWWTS, upon meeting all the
requirements of this agreement, the conditions of Operating Permit, the
requirements of the On-Site Wastewater System Construction Permit and
all relevant provisions of AMC 15.65
3. Fee. Owner shall pay to Municipality an annual fee of
($ ~) .00), payable on or before the issuance of the operating permit and annually
thereafter. The annual fee is due on or before the anniversaO' date of the approx al by the
Municipalit? of installcd system.
4. Term. The term of this Memorandum of Understanding shall be for the life of'the
AWWTS.
]"he term begins on the date of approval by the Municipality of the installed sx stem and
shall continue w'hile 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 AWWTS 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 responsibilits' 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: _2~,,( c .i'5'I ~o0/'
C. Owner acknox~ledges that the fine schedule for failing to maintain and repair an
AWWTS are codified in AMC 14.60.
Owner: ______~//~ . _
Anchorage: Purchasing Officer
C, An3' attempt to amend, modify, or change this contract by either an
unauthorized representative or unauthorized means shall be void.
9. Jurisdiction: 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:
Title:
Date: '~.~{ C? Date:
STATE OF ALASKA )
) SS.
THIRD JUDICIAL DISTRICT )
MUNICIPALITY:
The foregoing instrument was.s~cknowledge,d before me thisCX/VdaY of
2OLd, by /%7 ~ ~/ dt~ .
NOTARY PUBLIC FOR ALASKA
My Commission expires: Z~','~Z. ~ ~-~:/(