HomeMy WebLinkAboutELMORE #1 BLK 6 LT 13Elmore #1
Block 6
Lot 13
#018-172-19
A! .
Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-790a,"lonnp1 of 3
ON-SITE WASTEWATER INSPECTION REPORT . �� ,
V
1 �`�®,�
Permit Number: OSP191211 PID Number: 018-172-19
Dwelling: A Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New Upgrade
Name
Cathy A. Drum
ABSORPTION FIELD
❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound
Site Address
4695 Riverton Avenue, Anchorage, AK 99516
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
242-2427
6
Existing GPD/SF
Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
Ft.
Gravel depth beneath pipe
Ft.
Subdivision Block Lot
Elmore #1 6 13
Fill added above original grade
Ft.
Gravel length
Ft.
Township Range Section
Gravel width
Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
Ft2
Ft.
Well
>100'
N/A
N/A
N/A
>25'
TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ other
Manufacturer Capacity
Ferguson/Infiltrator 1,530 Gal.
Surface Water
>100'
N/A
N/A
N/A
Material
Number of compartments
Lot Line
>5'
N/A
N/A
N/A
NA
Plastic
1
Foundation
>10'
N/A
N/A
N/A
LIFT STATION
Manufacturer
Capacity
Remarks Recirculation line & tanks are insulated.
Ferguson/Infiltrator
1060 Gal.
*No electrician needed for this job.
Alarm location
Existing
Electrical installed by
*N/A
PIPE MATERIAL House to tank D3034 drainfieldTankto
D1785
Installer
Pomraning Excavation
Drainfield EXISTING Co/MTD3034
Inspector J. Mlilette
BENCH MARK (Assumed elevation) 100 ft
Inspection
15` 7/13/19
Location and description
3`d 4,h
Lower level garage slab.
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
Conditional Approval: Date���P•.••••""'""''°°••.,�
e 49th d
$.....
........... ........ ...
n
....................... .....nnun....�..
®� ;MICHAEL E. ANDERSON AW
Septic System
00% OR
No. CE -4381 :• � ff
Approved _OX/0'an Date o� � j
��+��p%. 11/11/19 ,,.•' fir®
tFQ ''••••........•••
�444tal FE S\
Note: this approval does not include well permit requirements.
trev uoiuu i u/
PROFILE AS-BUILT
(NO SCALE)
PERMIT # OSP191211 PID # 018-172-19
ELMORE #1, BLOCK 6 LOT 13
10/31/19
94.75
90.9
95.4
98.3FCOMH SV1530 GAL INFILTRATOR
SEPTIC TANK
(SINGLE COMPARTMENT)
94.4
94.3
90.8
95.2
98.4SV MH1060 GAL INFILTRATOR
RECIRCULATION TANK
(SINGLE COMPARTMENT)MTMTCOCLEANOUT FOR
RECIRCULATION PIPE
2"
INSULATION
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 Wastewater Disposal System Permit
Permit Number: OSP191211
Work Type: SepticTank Upgrade
Tax Code Number: 01817219000
Site Legal Address: ELMORE #1 BLK 6 LT 13 G:3036
Site Mailing Address: 4695 RIVERTON AVE, Anchorage
Owner: DRUM CATHY A 50% &
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
❑ Disposal Field 2 Septic Tank ❑ Holding Tank ❑ Privy
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
" n
L)epartment
6/6/2019
6/5/2020
41709
❑ 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
�Date:
Received By:%, 1� , J,/.. t . c� L
01 .
0
1RUSH PLANS
UNICIPALITV 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.
018-172-19
Property owner(s) Cathy A. Drum Day phone
Mailing address 4695 Riverton Avenue, Anchorage, AK 99516
Site address Same
Legal description (Sub'd., Block & Lot) Elmore #1, Block 6, Lot 13
Legal description (Township, Range & Section)
Lot Size 41,709 Sq. Ft. Number of Bedrooms Six
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Single Family
❑x
Absorption Field
❑
Initial El
(SF)
(w/wo ADU)
Septic Tank
❑x
Upgrade FADuplex
(D)
ElHolding
Tank
❑
Renewal ❑
Multiple Dwellings
❑
Privy
El(SF
and/or D)
Private Well
ElWater
Storage
ElTHIS
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: 't 3 L' U
Date of Payment: (O 1!41
Receipt Number: 05-1 C
Permit No. Pit Q I !Z I/
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
Permit App_.;- : :-'._c
PO BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
June 4, 2019
MOA Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Elmore #1, Block 6, Lot 13 – 4695 Riverton Drive
Septic System Design
Dear On-Site Services Engineer:
The 2,000 Gallon S.T.E.P. tank on the subject lot has failed and must be replaced. We are
submitting this design and permit application for the construction and placement of a new S.T.E.P.
tank. The attached site plan identifies the location of the home and the existing well and septic
system along with the new tank location. No conflicts exist between this proposed tank and any
other well or septic system, whether on this lot or adjacent lots.
Wells on this and adjacent lots are shown. The new system will be constructed a minimum of 100’
from the existing well on the lot. It will also be 100’ from all adjacent wells and surface water and
more than 5’ from the existing absorption bed.
Please refer to the attached plan sheet for the septic design. If this design is followed, there will be
no adverse impacts to adjacent properties.
Sincerely,
Michael E. Anderson, P.E.
6/4/19
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191211, Rebecca Carroll, 06/06/19
10050 0
FEET
1"=50'
NOTE:
NO SLOPES >25% WITHIN 50' OR SURFACE WATER WITHIN 100' 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
ELMORE #1, BLOCK 6 LOT 13
RIVERTON AVENUE
6/6/19
PROPOSED 33' x 33'
PUBLIC USE EASMENT
6-BDRM HOME
10' GENERAL UTILITY EASEMENT
EXISTING
WELL
DECOMMISSION EXISTING
2,000 GALLON STEP TANK
PER MOA CODE.
IM-1,060 GALLON SINGLE
COMPARTMENT
INFILTRATOR TANK.
EXISTING QUANICS
ABSORPTION BED TO
REMAIN IN SERVICE.
LOT 3
EXISTING WELL
LOT 14
LOT 12
LOT 4
IM-1,540 GALLON SINGLE
COMPARTMENT INFILTRATOR
TANK w/20' MANWAY.
NOTE:
MOA APPROVED TANKS MAY BE USED IN LIEU OF INFILTRATOR
TANKS.
TANKS MUST BE ANCHORED TO PREVENT FLOTATION. SEE
MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION AND
CONNECTION TO EXISTING QUANICS ABSORPTION BED..
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191211, Rebecca Carroll, 06/06/19
Municipality of Anchorage
Services Department
CDevelopment
Building Safety Division
On -Site Water 8 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. SWO60355 PID Number. 018-172-19
Nome:
BRIAN CARTER Wastewater System: ■ New ❑ Upgrade
Address:
6617 WINCHESTER STREET + ANCHORAGE, AK
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 242-5443 5
ClDeep Trench D Shallow Trench ■ Bed ClMound 00ther
LEGAL DESCRIPTION
sa Ito "° 3.o
Tdd 0"th fr erl i1 gne
cpo/sc
n SEE DWG. n
Block: Lot: Subdivision:
6 13 ELMORE #1
DWh to Pi" bottom from alphwl ped.:
Grw.el MPth beneath pi,:
SEE DWG.
n 0.5 n
Township: — Range: — Section: —
N okl.d sem. "k d grade:
Gravel bngth:
SEE DWG.
n. 21 n
WELL: ■ New ❑ Upgrade
Growl idft-
12
None.. W en«: aielaKe W. Ins:
3 4
(.IOWIK01g11 prkV1.. ^e.G . Tdd b.pal: Gi i TO:
PRIVATE 123 123
ToW ob ptl m en S
n n
. T TelMld:
n n
252 so.
n D 3034/ F-810
Dr .
ALPINE DRILLING
Dole aruHa:
2-2-07
Sldic oda Leve
63
Ywt~
BTH CONSTRUCTION
Dole krta..d:
4/12/2006
n
TMd:
Pamp W At:
cabq H.leht Abw ararnd:
8 Gpv
123 n
2 In.
TANK
SEPARATION
DISTANCES
aseptic ClHolding ■S.T.E.P. 0Other*
TO
Septic
Absorption
Lift
Holding
brK/prw.
Yani1aa1i'r
c* rely in "
From
Tank
Field
Station
Tank
sews, Line.
GREEK
2000
Well
100'+
100'+
100'+
—
25'+
N't
STEEL
Nampa d wmpartm,.no:
2
Surface Water
100'+
too'+
100'+
—
—
LIFT STATION
Lot Line
5'+
10'+
5'+
—
—
me a g0:
wOm'dOCh .
2000
GREER
Foundation
5'+
10'+
5'+
_
_
P m lwd m:
Pang ortIl at.
Nqh water abrin ot:
TIMER
TIMER
46"
Curtain Drain
50'+
50'+
50'+
_
_
Pang M.W e: Ma
Ep w bnpedbn. pen q"
/20 OSI 05 H
M.O.A.
Remarks:
BENCH MARK
teadfon and aeealpoon:
TOP OF CABLE BOX COVER
MNen.d Eiwntian:
100.00
n
J
GEG
Inspections performed by: r Ltd. Dates: 1st 5/18/2007
ENGINEER?SMQooQoopp
2nd 5/19/2007
o OF O
qOp�
S�0o000
P.'
Development Services Department Approval
�.: 9
*
:...0
............
Conditional approval: Date:
. • • • • .........
0 •,J f Go ness:'
Q —7 `O
0 v, •. • Q,00
44�pOdpr�os'��po=
Revie�wied
and approved by: ate z-0�
�400000d
.PERMI NUMBER: AS—BUILT DRAWING PARCEL I1 NUMBER:
SW060355 018-172-19
1
- - - - - - - - - - - - - 1
_ _ _ %MC04 — 10' UTILITY EASEMENT— \
JANDY VALVE F• f —'1 — — — — •.• NEW SCAT 41 ALTERNATE SITE \\ ,
AEROCELL UNIT,° '
CO3
NEW 12 X 21 1 '•• : i.: •:"•
DRAINFlELD C01 _;,y �• _
CO2
GARNGSS LNGINLLRING GROUP, Ltd.
- •'--"-^^• ••• •••+�•+� CONSULTANTS d GENERAL CONTRACTORS +..,.�-
3»f L n RWA fort f°f • H+CHDR-4L M fwof . w+or[ IwYAor-If» • rw< (»7A " . Vp .....•—
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
BRAIN CATER 349-1156 2 OF 3
LEGAL DESCRIPTION: DRAWN BY:
ELMORE SUBDIVISION #1, LOT 13, BLOCK 6 K.D.M.
TYPE OF WORK: DATE:
AS -BUILT DRAWING 7/6/2007
A 1 B 1 C ST1�"��
FCO
15.07 38.76 82.08
STI
8.2LJ
75 67.35 98.47
MH
88.01 81.60 112.63 NEW 2000 GALLON
MIT
94.08 100.98 136.22 S.T.E.P. TANK /
C01
95.65 101.92 136.76
% g
CO2
99.45 104.60 138.63
/
CO3
103.49 107.60 140.81
/ EXISTING 6
C04
107.04 119.14 155.27
/ BEDROOM HOUSE
f
IAT2
110.20 121.23 156.72
/
w•..c
105.51116.22 151.92
I
>•
\
i C
\\�
/
NEW FRENCH DRAIN
DITCHUNE WITH WATER
/
(APPROX. LOCATION)
(APPROXIMATE LOCATION
♦
/ ♦♦
�� NEW CULVERT
/
•// ♦♦
��, (APPROX. LOCATION)
GARNGSS LNGINLLRING GROUP, Ltd.
- •'--"-^^• ••• •••+�•+� CONSULTANTS d GENERAL CONTRACTORS +..,.�-
3»f L n RWA fort f°f • H+CHDR-4L M fwof . w+or[ IwYAor-If» • rw< (»7A " . Vp .....•—
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
BRAIN CATER 349-1156 2 OF 3
LEGAL DESCRIPTION: DRAWN BY:
ELMORE SUBDIVISION #1, LOT 13, BLOCK 6 K.D.M.
TYPE OF WORK: DATE:
AS -BUILT DRAWING 7/6/2007
TOP OF TANK
AT INLET = 95.38
INVERT OF BUNG
AT INLET = 94.91
TOPSOILED & SEEDED
TH14
TOP OF SAND FILTER
= 98.76 (AVG.) -
OUND WATER
AT 92.18 -
FINAL GRADE = 99.03
INSULATION
SST1 MH
II
FINAL GRADE
= 103.16 -
NEW 2000 GALLON
S.T.E.P. TANK
INSULATION
r -FILTER FABRIC
TOP OF TANK
AT OUTLET = 95.39
ORIGINAL GRADE
= 97.12-98.18
1.5 MAX EXCAVATION
INVERT OF
DISTRIBUTION LINE _
----12' WIDE 99.26 (AVG.)
RELATIVE TO ELEVATION OF TEST HOLE 89.18
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
JAI [ T.GK bD. 9.nC 101 . AVDtlXCE, AM M!O)
PREPARED FOR:
PHONE NUMBER:
PAGE NUMBER:
`.....
BRIAN CARTER
349-1156
3 OF 3
O p '.
r A,rnes5
LEGAL DESCRIPTION:
DRAWN BY:
Qep,. •. C ,S3 •' eL
�4�le�e
ELMORE SUBDIVISION 01, LOT 13, BLOCK 6
K.D.M.
7/1,2.R�`.�e\op
TYPE OF WORK:
DATE.
P'ofessooo
AS -BUILT PROFILE DRAWING
7/6/2007
ALPINE DRILLING & ENTERPRISES
Permit Number: #SW060355 Date of Issue: 10-31-06 Parcel Identification Number: 018-172-19
Date Started: 2-2-07 Date Completed: 2-3-07 Is well located at approved permit location? ® Yes ❑ No
Legal Description: Elmore #1 Blk 6 Lot 13
Property Owner Name & Address: Brian Carter
6617 Winchester Street
Anchora e, Alaska 99507
Borehole Data:
Soil Type, Thickness & Water Strata
Depth (ft)
From To
Method of Drilling ® air rotary ❑ cable tool
Casing type: steel
stick-up
0
2
Wall Thickness:.250 inches
gravelly silt
2
18
Diameter: 6 inches Depth: 123 feet
sandy gravel H2O
18
23
Liner Type:
gravelly silt
silty gravel
gravelly silt
silty gravel H2O
23
41
65
81
41
65
81
111
Diameter: inches Depth: feet
Casing stickup above ground: 2 feet
Static water level (from ground level): 63 feet
Pumping level: 123 feet after
2 hours pumping 8 gpm
gravelly silt
111
115
Recovery Rate: 8 gpm
silty gravel H2O
115
123
Method of Testing:airli/t
Well Intake Opening Type:
® Open End ❑ Open Hole
❑ Screened Startfeet Stopped feet
❑ Perforations Startfeet Stopped feet
Grout Type: benronire grantde.r Volume: I
Depth: Start 0 feet Stopped ? feet
Pump: Intake Depth feet
Pump size hp Brand Name
Well Disinfected Upon Completion? ® Yes ❑ No
Method of Disinfection: chlorine tablets
Comments:
Well Driller: Alpine Drilling & Enterprises
PO Box 110496
Anchorage Alaska 99511
Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property
owner or the well driller shall provide a well log to the Development Services Department within 60 days of completion.
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INSPECTION REPORT
MUNICIPALITY OF ANCHORAGE, BUILDING SAFETY DIVISION
3500 EAST TUDOR ROAD
INSPECTION: VOICE 1343-8300 INSPECTION: ' FAX (907)249.7777 INFO: 343 8211
NAME " ,< i J /' :. L ; ` PERMIT # L I,- .
;-..
ADDRESS 4 l .� ::. J PHONE#E (.
LOT BLOCK /C SUBDIVISION
COMMENTS or DIRECTIONS:
GRID # i
TYPE OF INSPECTION: /✓.'' ( : _ C. `r ; --(REINSPECTION: iYES NO _ J
(I NO NONCOMPLIANCE OBSERVED
() CORRECTIONS ESSENTIAL AS EXPLAINED BELOW
I WILL RE-EXAMINE AT NEXT INSPECTION [ J DO NOT CONCEAL UNTIL REINSPECTED
COMMENTS: (FOR INSPECTOR USE ONLY)
i
i
i
INSPECTOR DATE;
WHEN CORRECTIONS ARE MADE PLEASE CALL FOR REINSPECTION
DO NOT REMOVE THIS NOTICE
MUNICIPALITY OFANCHOR4GE
Development Services Department
On -Site Water d Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Permit Number: SWO60355
Legal Description: ELMORE #1 BLOCK 6 LOT 13
Design Engineer: 0855 GARNESS ENGINEERING GROUF
Owner Name: BRIAN CARTER
Owner Address: 6617 WINCHESTER STREET
ANCHORAGE. AK 99507 -
Date Issued: Oct 31, 2006
Expiration Date: Oct 31, 2007
Parcel ID: 018-172-19
Site Address: NHN RIVERTON AVE
Lot Size: 41709 SQ. FT.
Total Bedrooms: 5 Permit Bedrooms: 5
This permit is for the construction of:
Q Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy Q 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:/0.
I
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 PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcell.D._ DIt�' iia"I�
t •
Property owner(s) BRIAN CARTER Day phone 250-8348
Mailing address 6617 WINCHESTER STREET • ANCHORAGE. AK
Site address MHO �T\ V e-rl t)r\ ou e. Zip Code 99507
Legal description (Sub'd, Block & Lot) ELMORE SUBDIVISION f 1: LOT 13, BLOCK 6.
Legal description (Township, Section & Range) N/A
Lot Size Lf 11PlogSq.Ft. Number of Bedrooms 5
THIS APPLICATION IS FOR ( ®all that apply):
Absorption Field
EK
Septic Tank
❑
Holding Tank
❑
Privy
❑
Private Well
Water Storage
❑
THIS APPLICATION IS AN:
Initial
EK
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: Lf UOo o j I j!�£D
Date of Payment: K) f a��olo
Receipt Number: 15
(Rev. 11/05)
Waiver Fees:
Date of Payment:
Receipt Number:
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
October 25, 2006
Municipality of Anchorage
Development Service Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
Ref: Proposed Septic System Upgrade for Lot 13, Block 6; Elmore Subdivsion # 1
NONiound"' groundwater control system used in conjunction with a
SCAT Aerocell"' Treatment System.
To whom it may concern:
1. GENERAL: The owner of the subject lot is proposing to have a five (5) bedroom single-family
residence built on the property. Two test holes were excavated on the property and logged by our
firm (see attached) on 12/1/2000. These test holes at that time were unable to be perked due to
high groundwater. A third test hole was excavated on 3/24/06 with two benches and also a new
bench for test hole #1 was also excavated. As can be seen from the soils logs, the percolation
rates were found to be <1 and 15 minutes/inch between the depths of 2 to 6 feet. On 5/15/2006,
we checked the groundwater level in test holes #1 & #3 and found the level to be at 2 feet below
grade.. Based upon the high groundwater level, we are proposing to install a NoMoundT" system
with a SCAT Aerocell I Treatment System.
2. SCAT AEROCELLT" TECHNOLOGY: We are proposing to utilize a class II SCAT
AerocellT' treatment system and a drainfield that has an absorption area of 400 square feet. This
size drainfield will serve a five bedroom house that as the percolation rate between 15 minutes
per inch. We are proposing to install a NoMoundT" enclosure over the proposed drainfield so as
to control the groundwater level below the drainfield. The drainfield will be pressurized via a
pump vault.
3. NoNloundT" TECHNOLOGY: The NoMound' enclosure (PVC liner) will be placed to a
depth of five (5) feet below the bottom of the drainfield (top of sand filter). The enclosure is
equipped with what is termed an "air bleed & field check well' (ABFCW). The purpose of the
ABFCW is to vent off the excess air that is introduced into the enclosure via the air blower. The
top of the screen is set at a depth of about 4.25 feet below the bottom of the drainfield inside the
enclosure. If the water level rises to within 4 feet of the bottom of the drainfield, a float switch in
the "high level alarm assembly" rises and will complete a circuit in the Quanics SCAT
Aerocelim panel that will indicate a system alarm and shut down the discharge pump. The SCAT
Aerocell panel has a Sensphone autodialer in the panel which will notify our firm if an alarm
condition occurs and a technician will respond to troubleshoot the problem.
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259
Ph: (907) 337-6179' Fax: (907) 338-3246' Website: www.gamesscnginecring.com
4. TRENCH DESIGN:
a. Percolation Rate: < I & 15 minutes per inch
b. Proposed Application Rate: 2.0 GPD/R=
c. Number of Bedrooms: 5
d. Design Flow: 750 gallons per day
e. Minimum Absorption Area: 375 ftr
f. Total Depth: 3.5 feet (max. at any point)
g. M.O.A. Approved Sand Filter Depth: 2+ foot
h. Effective Depth: 0.5 feet
i. Width: 10 feet
j. Minimum Length: 40 feet long
k. Effective absorption area: 400 ft'
Note: The distribution lines are to be 1.25 inch schedule 40 PVC with %. inch diameter holes
spaced 2.4 feet on center (15 holes per lateral / 30 holes total).
5. SURFACE NATER: There is surface water in a ditch line along the south lot line. The
proposed septic system will be installed 100+ feet from this ditch line.
6. TOPOGRAPHY: The average slope in the area of the proposed drainfield is a I to 3 percent
slope running approximately east to west. In short, there are no slope concerns.
7. CLOSING: The installation of the SCAT AerocellTM system and the NoMoundTm enclosure will
be performed by MOA certified installer. Jeff Gamess, P.E, will oversee the installation of the
NoMound'system. I am unaware of any negative impacts that this installation would impose on
adjacent wells, or septic systems. If you have any questions, please call us at 337-6179.
M.S.
NOTE: Attached is a site plan drawing, a design drawing, two SCAT Aerocell details, a french detail,
two detail drawings regarding the NoMoundTNSystem, three soil logs, a topography site plan, and a 7
page construction specification letter which are all part of the design package for this septic system.
3701 E. Tudor Road, Suite 101 ' Anchorage, AK 99507-1259
Ph: (907) 337-6179' Fax: (907) 338-3246' Website: www.gamessengineenng.com
ELMORE S/D Il I ELMORE S/D 11 I ELMORE S/D 01
LOT 12. BLOCK 3. LOT 11. BLOCK 3, LOT 10, BLOCK 3,
NATRQNA AVTNNIE__-----------_-
/ V
t
\ I ELMORE S/D I1 / \\ // // ELMORE S/D /1 \
\ LOT 1, BL 6� \ LOT 3, SLDCK S. \
/
[SEPTIC EWORE S/D I1 I 1D0• 159- RD5
AREA LOT 2. BLDCK 6. I I
_
1 __I___
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
ALTERNATE SITE ._ATHI2 — �\ _—
CSEPTIC
ARS
ELMORE S/DELMORE S/D 11 I1
\ •>T' \ LOT 12• BLOCK 6•
LOT 14, BLOCK 6. \ •�.I. \ CZ:ANN
\ 7' 1
PROPOSED 1: ; $H#3 PROPOSED WELL
I SYSTEM •4ir� POSED 1 E:
1 ;
PACE 2 OF DESIGN.) ��i 7 BEOUSE M
RIVERTO_N �AVENUE
I I 1I" 11 R 1 ECHLME WEN WATER I
I I I I (APPROXIMATE LOG\TION) /
I I I 1 RE / \\ /
ELMORE S/D /1 LOW 2. BLOCK I8. \\ //, ELMORE S/D
\ LOT 1. BLOCK 8.LOT _ — _ / LOT 3. BLOCK
\\ �YACANT CSEPTiC
_ J 1ARaD
_ _ _ _ _ _ _ _ _ _ _ _ _L---- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
GARNESS ENGINEER ING GROUP, Ltd. p;?:` A�'
CONSULTANTS & GENERALONTRACTORSp........ .. .
..
3nI t. two+ wn, fort .oI • ..cv.o+.c[. w ww> • wo[ v1�.w • w 11tH-J]N • RlS,R� ...
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ......••• ..... •••
BRIAN CARTER 349-1156 1 OF 7 OQ v '•. fr Y mess'
LEGAL DESCRIPnON: DRAWN eY: O'P, CE -7953 :�
ELMORE SUBDIVISION #1; LOT 13. BLOCK 6. J.L.M. ODQ�s, ''{tt1�.�.IFIi'cgG
.
TYPE OF WORK: aTE y��dProlassio�oa�
SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 10/25/2006
(Rs.•.0m)
PROPOSED 36' INSULATED•
CULVERT WITH WATER TIGHT
LID. AIR COMPRESSOR.
PRESSURE RELIEF VALVE,
AND MONITORING TUBE
PLACED INSIDE CULVERT.
(SEE DETAIL DRAWINGS.
PACES 6 AND 7)
ALTERNATE
\
\
\
PROPOSED NoMOUND- LINER
SEE DETAIL DRAWINGS.
PACES 6 AND 7 \
PROPOSED PUMP VAULT --
PROPOSED 1050 CPD \
SCAT AEROCELL UNIT)
(SEE PACES 3 AND 4)
PROPOSED 2000
GALLON S.T.E.P. TANK
WITH SCAT BIOFILTER
SYSTEM CONTROLS
(SEE PAGES 3
AND 4 OF 7)
10' UTILITY EASEMENT \
PROPOSED ORAINFIELD (SEE
PROFILE DETAIL. PACE 5 OF 7) \
12
jI IT41 I :.::•.. .•,�.�• �
� 1 I I ! •'fir'.; .-
L
} AV 8
w
INSULATE WIDE
UNDER DN
THl10-
WITH 1' BY 4' WIDE
_1; �:.•? OF RIGID INSULATION.
NOTE: THE CONTRACTOR SHALL HAVE THE PROPOSED
PROPOSED 100' WELL RADIUS, NORTH AND WELL _
WEST LOT LINES FLAGGED BY A REGISTERED
If
(APPROXIMATE WITH
(
i
GARNESS ENGINEERING GROUP, Ltd. p;?' H
CONSULTANTS i GENERAL CONTRACTORS �......• f' •.. ......•••••
ff01 L MOOR OOH. !I1[ 101 MOOIYCL Y 00'Af . p0[ (f0)}Ufi17♦ . fY (,On3f0-]]N ` R4512 4, a
PREPARED FOR: PHONE NUMBER: PACE NUMBER: •••• ...........
BRIAN CARTER 349-1156 2 OF 7 QQ � trey rhes. I
LEGAL DESCRIPTION: DRAWN BY: OSP, CE-795]�
ELMORE SUBDIVISION #1; LOT 13, BLOCK 6 J.L.M.'tro.'k�..f�' oQd�
TYPE OF WORK: DATE: 4O�d Profe sioll o0
DESIGN OF PROPOSED WELL AND SEPTIC SYSTEM 10/25/2006 �DO�O��`�
(Rm. 01m)
LETTER TIN PERTAIN IS E
OF BEDROOMS: 5 EXCAVATION DEPTH: 4.0 FEET
TO OBTAIN A COPY OFF THE LETTERER
PER DAY (CPD): 750 WIDTH: 10 FEET
CONTACT DEC. BY PROCEEDING FORWARD
RON RATES: 15, k <1 MIN./INCH LENGTH: 40 FEET
WITH THIS INSTALLATION, THE ENGINEER,
D APPLICATION RATE: 2.0 (SCAT AEROCELL) M.O.A. APPROVED SAND FILTER: 2 FEET
WELL DRILLER, CONTRACTOR AND
DRAINFIELO SO.FT.: 375 SOFT. EFFECTIVE: 0.5 FEET
PROPERTY OWNER AGREE THAT THEY
ACTUAL SO.FT.: 400
HAVE READ THESE SPECIFICATIONS AND
AGREE TO ACCEPT THE TERMS AND
PROPOSED 36' INSULATED•
CULVERT WITH WATER TIGHT
LID. AIR COMPRESSOR.
PRESSURE RELIEF VALVE,
AND MONITORING TUBE
PLACED INSIDE CULVERT.
(SEE DETAIL DRAWINGS.
PACES 6 AND 7)
ALTERNATE
\
\
\
PROPOSED NoMOUND- LINER
SEE DETAIL DRAWINGS.
PACES 6 AND 7 \
PROPOSED PUMP VAULT --
PROPOSED 1050 CPD \
SCAT AEROCELL UNIT)
(SEE PACES 3 AND 4)
PROPOSED 2000
GALLON S.T.E.P. TANK
WITH SCAT BIOFILTER
SYSTEM CONTROLS
(SEE PAGES 3
AND 4 OF 7)
10' UTILITY EASEMENT \
PROPOSED ORAINFIELD (SEE
PROFILE DETAIL. PACE 5 OF 7) \
12
jI IT41 I :.::•.. .•,�.�• �
� 1 I I ! •'fir'.; .-
L
} AV 8
w
INSULATE WIDE
UNDER DN
THl10-
WITH 1' BY 4' WIDE
_1; �:.•? OF RIGID INSULATION.
NOTE: THE CONTRACTOR SHALL HAVE THE PROPOSED
PROPOSED 100' WELL RADIUS, NORTH AND WELL _
WEST LOT LINES FLAGGED BY A REGISTERED
If
(APPROXIMATE WITH
(
i
GARNESS ENGINEERING GROUP, Ltd. p;?' H
CONSULTANTS i GENERAL CONTRACTORS �......• f' •.. ......•••••
ff01 L MOOR OOH. !I1[ 101 MOOIYCL Y 00'Af . p0[ (f0)}Ufi17♦ . fY (,On3f0-]]N ` R4512 4, a
PREPARED FOR: PHONE NUMBER: PACE NUMBER: •••• ...........
BRIAN CARTER 349-1156 2 OF 7 QQ � trey rhes. I
LEGAL DESCRIPTION: DRAWN BY: OSP, CE-795]�
ELMORE SUBDIVISION #1; LOT 13, BLOCK 6 J.L.M.'tro.'k�..f�' oQd�
TYPE OF WORK: DATE: 4O�d Profe sioll o0
DESIGN OF PROPOSED WELL AND SEPTIC SYSTEM 10/25/2006 �DO�O��`�
(Rm. 01m)
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-THE DISTRIBUTION LINES ARE TO BE
1.25 INCH PVC WITH 1/4 INCH HOLES
SPACED EVERY 2.4 FEET (15 HOLES
PER LATERAL/36 HOLES TOTAL)
r-------- — --------------------T
I I
I I
I I
I I
I I
I I
L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J
2' I 36 FEET LONG LATERALS-
10
TE^RALS 0 FEET LONG
ISEE SHEETS 6 AND 7 FOR
NOMOUND DETAIL ENCLOSURE.
THE DISTRIBUTION LINES ARE TO BE
FINAL GRADE // "S25 INCVATH 1/4 INCH HOLES
PAC DNEVERY 2.4 FEET (15 HOLES
Ar PER LATERAL/36 HOLES TOTAL)
FABRIC
OF EFFECTIVE
GRADE
•'�^,�7 i�OF WiD FlLTERt�
�--10' WIDE
�i
90604p1j
_ . _ oma,` : • ••.'f-0�
GARNESS ENGINEERING GROUP, Ltd. •�¢
CONSULTANTS i GENERAL CONTRACTOR$ Q'••••••• • • ••••• ...."'
3m, L UIGOL ItlW. swc 101 YlggMfG m 1,11501 • 114E (907w7 -{I» • W (,on""" •
PREPARED FOR: PHONE NUMBER: PACE NUMBER: ........ • • ......... • • • • • • •
BRIAN CARTER 349-1156 5 OF 7 OQ ':� Y as.
.LEGAL DESCRIPTION: 11
ELMORE SUBDIVISION HT1; LOT 13, BLOCK 6 D� J.L.M. ��40.�1.?:�.°�' cgoO
TYPE OF WORK: DATL: Nforprofess. ,G\
DESIGN OF PROPOSED WELL AND SEPTIC SYSTEM 10/25/2006 040e00o
(Ra. DIM)
A.C. POWER FROM
RESIDENCE
FINAL GRADE
36' PVC INSULATED
MANHOLE.
DISTRIBUTION ONES. THE
AIR SUPPLY DISTRIBUTION UNE ARE TO
yE BE 1.23 INCH PVC WITH 1/4
INCH HOLES SPACED EVERY
2.4 FEET (15 HOLES PER
NR COMPRESSOR. LATERAL/36 HOLES TOTAL)
GAUGE. AND
PRESSURE RELIEF ORIGINAL GRADE
/
TIGHT
CA A TUBE L NR
TIGML CAP AND BALL VALLA
INSULATION
FILTER FABRIC'"�
NoMOUND PVC LINER—, \
C;ATIVE
SOI D
TOP OF
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS S GENERAL CONTRACTORS
JMI G I NWA WIC 101 • N-DO1. L MI 4NOT M (M1}01 -01T0 • MY (W?)3M-X" �RSlIC w�.,rnNl.nynrYysn
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
BRIAN CARTER 349-1156 7 OF 7
LEGAL DESCRIPTION: DRAWN BY:
ELMORE SUBDIVISION #1; LOT 13, BLOCK 6 J.L.M.
TYPE OF WORK: DATE:
DETAIL OF NOMOUND MANHOLE AND ENCLOSURE 1 10/25/s
IR.. 0IM51
BOTTOM OF BED
J r X GArness.-
E-7953
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DATE: RAWN BY: r...r"-- _.�_
�.............. ............�
10/25/2006 r J.L.M. "
0
0 O
GAL DESCRIPTION: ! Y•( �� 0.•• J rey orness:
ELMORE SUBDIVISION #1; LOT 13, BLOCK 6 v O
GARNESS ENGINEERING GROUP, Ltd. Q a CE- s� •Ao
TYPE OF WORK: CONSULTANTS 6GEN ERAL CONTFAOTOFS� � Ip DL' ♦;FD
DETAIL OF NOMOUND ENCLOSURE AND MANHOLE -10"o
PREPARED FOR: FOIplIIO�Opo
BRIAN CARTER PHONE NUMBER: AGE: �DDO40�oe
349-1156 r 6 OF 7
GARNESS ENGINEERING GROUP Ltd.
CONSULTANTS 6 GENERAL CONTRACTORS 4
• • d
'•,�
i01 L TAOR MWD. WR 101
•MO•DON,L AIL M.SD) •Rpt. DO) )-!1)• • )M: YO) -33N • ME850L �•M.q•M•M1q.cpn • • • • • • • . • • • • •
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: ELMORE SUBDIVISION 1; LOT 13, BLOCK 6 9 f ey Gorness;•
PERFORMED FOR: C/O BRIAN N HARTEN 12/l/200 °�.', CE -7953
0
DEPTH 102610&' 4N
a
(feet) NE 00000��
o
1 aaa ORGANICS
TEST HOLE 1 4��000
2
SOIL CLASSIFICATIONS1
ML
GW
---=
---
ORG
--------
---------------------------t------
-----
3
GP
ML
--------
-------------------------
TH/2T----
----
-GM
CL
4
,
GC
I
OL4TH'1SW
MH
5SP
.�•�
SM
'
CH
��
NOTE: TEST HOLE LOGITIONS
6
GP/SP
SC
� i OH
\
\\
ARE APPROxIAUTE
�ti
7
;'�:_
DEPTH
DEPTH TO
N
47H
•
GROUNDWATER
DATE
B
6.
12/1/00
9
2•
12/5/00
/ _RIVE_RTON_AVEN_UE _ -
—gtkv.
SC/CL
4•
3/24 / O6
����
10
2•
5/15/06
11
DATE READING CLOCK
NET TIME WATER LEVEL NET DROP
B.o.11•
TIME
(MINUTES) READING (INCHES)
12
3/24/06 1
2:45
- 6- _
2
3:15
30 4• 2-
13
3
3:15
- 6• _
14
4
3:45
30 4• 2•
5
3:45
-6' -
15
6
4:15
30 4• 2-
16
17-
71619
18-
19
PERCOLATION RATE
15 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEENX3.0 FT. AND 3.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED:
YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: BENJAMIN MAUS
COMMENTS: NEW PERCOLATION BENCHES EXCAVATED ON 3/24/2006
PERFORMED BY GEC, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WASPERF RMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: lo26 O6
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS 6 GENERAL CONTRACTORS
FS -01L LOG — PERCOLATION TEST
LEGAL DESCRIPTION: ELMORE SUBDIVISION 1'I; LOT 13 BLOCK 6
PERFORMED FOR: C/O BRIAN HARTEN DA
DEPTH —
(feet) _ _=z
1 =Q> ORGANICS ITEST HOLE 2
2
READING
CLOCKMNETTIMEMLEVELTIME
• -
I11�111�111
ML
IIII!II
%%
NNH
•
4
IIIIIIII
['L]
5
Hill!
TEST IN
•
t�
GP/SP
6
9
SC/CL
10
11
B.6-11
12-
2131415161718
13-
14-
15-
16-
17-
18-1
DEPTH TO DATE
GROUNDWATER
6' 12/1/00
2' 12/5/00
:...Virg .'.1'......:.°
ey A. Gorness,:
c 5
/2 �\
4TH►I
A'\\\
NOTE: TEST HOLE LOCATIONS
ARE APPRO%IIA4TF
RIVERTON_AVENUE
DATE
READING
CLOCKMNETTIMEMLEVELTIME
• -
I11�111�111
IIII!II
%%
NNH
•
IIIIIIII
['L]
UNABLE TO'
PERFORM
Hill!
TEST IN
•
4.6�
DEPTH TO DATE
GROUNDWATER
6' 12/1/00
2' 12/5/00
:...Virg .'.1'......:.°
ey A. Gorness,:
c 5
/2 �\
4TH►I
A'\\\
NOTE: TEST HOLE LOCATIONS
ARE APPRO%IIA4TF
RIVERTON_AVENUE
DATE
READING
CLOCKMNETTIMEMLEVELTIME
UNABLE TO'
PERFORM
PERCOLATION
TEST IN
2000 BENCHES DUE
TO GROUNDWATER LEVELS. SEE THg1 do THQ3 FOR PEROCLATION DATA
19� rCRLULAIJUN HAIt = (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN FT. AND FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED:
❑ YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: —
COMMENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: lotzLIa
F., 000Qo p
o p
QF •. gsp0
GA_RNESS ENGINEERINGACTORS
LTANTS&GENE"Ll— TR—
i.V: i0) J2b • nresnc GROUP, Ltd. �.: fy01
roi c noon norq sort Ion . wN'iggrcL wc. ssw) . nom: sw zn- i» • ....... T•
6 pn.�,�Yy.yy,yp . • • •
SOIL LOG - PERCOLATION TEST
...........
CAL DESCRIPTION: ELMORE SUBDMSION 1; LOT 13, BLOCK 6 •,Je f y A. G ness.
PERFORMED FOR: C/O BRIAN HARTENp; E-79 3
DEPTH e`G
DATE: 3 24 0006
J�e�e ''10.2,(? a' •,��400
(feet)
p
HOLE 3
1 IIIIII
ORGANICS �4ppOpppo�a�
2
READING
UIL CLASSIFICATIONS
NET TIME
(MINUTES)
5'
%5/
GW ----
ORG
3
-
30
ML TO SM
ML
\
3
MIIWIIGM
CL
4
_
GC
OL
3:30
30
°Y 0000. SW
MH
5
�•���'
'� �'• : SP
CH
6-
_
SM
OH
6
30
Sc
1'
GP/SP
7
E;
mwo Em
10
11
12
13
14,
15-
16-
17-
18-
I
5•
16•
17-
18 -
DEPTH
GROUNDW
READING
SEEP ®
NET TIME
(MINUTES)
5'
%5/
2'
1
2
2'
-
30
1
------------------------------------
READING
-------- ------------ ---------------
TH/z
NET TIME
(MINUTES)
\
NET DROP
(INCHES)
3 24/06
UPPER
BENCH
1
2
NOTE: TEST HOLE LOCATIONS
-
30
\ ARE APPRO%IMATE
_
1-3/4'
\
3
\
-
N ®tH/3
_
1�
/RIVERTON AVENUE mkr
�\
3:30
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
3 24/06
UPPER
BENCH
1
2
2:30
3:00
-
30
6•
4-1 4'
_
1-3/4'
3
3:00
-
6-
_
4
3:30
30
5'
1.
5
3:30
-
6-
_
6
4:00
30
5'
1'
3/24/06
L WE
BENCH
- ABSORBED
6 INCHES
OF WATER IN
1 MINUTE 4 TIMES
19 1 FERI•VLAIIUN NAlt 30 / <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
-VIII JIII TEST RUN BETWEEN 2' 5' FT. AND 3' 6' F., aN ;?0 min/in
20 A FOUR HOUR PRESOAK WAS PERFORMED: YES ❑ NO s Q I LJ
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: BENJAMIN MAUS
COMMENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFQRMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: u 12 410G
MUNICIPALITY OF ANCHORAGE
Building Safety Division
DATE: November 2, 2006
TO: FILE
MEMORANDUM �..
FROM: Joe Goodall
Engineer II, a Water Wastewater Program
SUBJ: ELMORE S/D #1 BLOCK 6 LOT 13
THIS PERMIT APPLICATION WAS DISCUSSED WITH DAN ROTH
(ONSITE MANAGER). I HAVE BEEN AUTHORIZED BY DAN ROTH TO
APPROVE THIS PERMIT APPLICATION FOR A S.C.A.T. AEROCELL
TREATMENT SYSTEM WITH A NO -MOUND GROUNDWATER
CONTROL SYSTEM.
t PL19?JS
Municipality of Anchorage
On-Site Water and Wastewater Program
(907)343-7904
Certificate of On-Site Systems Approval
Parcel I.D. 018-172-19 Expiration Date:
1. GENERAL INFORMATION
Complete legal description Elmore #1 B6 1.13
Location (site address) 4695 Riverton Ave
Current Property owner(s) Brian & Kari Carter Day phone
Mailing address 4695 Riverton Ave Anchorage, AK 99516
Real Estate Agent Day phone
2. TYPE OF DWELLING:
Q Single Family(w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 5
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well Individual 0
Individual Water Storage ❑ Holding Tank ❑
Community Class Well ❑ Community ❑
Public Water System ❑ Public Sewer ❑
WaiverNariance request for: Distance:
Received by: Date:
COSA to be released to the engineer,unless otherwise requested by the engineer.
COSA Fee $ 556 Waiver Fee $
Date of Payment a a-1 r4 Date of Payment
Receipt Number d(00q00 Receipt Number
COSA# 05Cd1) IO 16 Waiver#
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined
in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater
disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that
based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply
and/or wastewater disposal system is(are)in compliance with all applicable Municipal and State codes,ordinances,and regulations in effect at
the time of installation.
In conducting an adequacy test,I attempt to provide a thorough,conscientious engineering analysis of the system in accordance with MoA COSA
guidelines and regulations.The reported results describe the performance of the system under the conditions encountered at the time of the test,
and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil
condition,ground water levels that may fluctuate during the year,and the water usage of the family being served by the system.These conditions
are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future
performance of the system,nor do they guarantee that there are no hidden defects or encroachments.Therefore we cannot provide any warranty
for future performance, nor can we estimate remaining life of the system.The content of this report is for the sole benefit of the owner listed
above.
Name of Firm Pannone Engineering Services LLC Phone (907) 745-8200
Address P.O. Box 1807 Palmer, AK 99645
Engineer's Printed Name Steven R Pannone, P.E. Date /'QOG��
c°F 441k
Z g�? • • fi !
A
*:
6. DSD SIGNATURE
0•' p4
)�' System #1 Approved for 5— bedrooms 0•••• ever; . ''
System #2 Approved for bedrooms � �y • CE-8149• ��
�
�•OF
Disapproved ‘‘ ESSIO"C
Conditional approval for bedrooms, with the following stipulations:
\'? ► Vt.,y�y
ON-SITE %),
CD
WATER AND m.
WASTEWATER
PROGRAM
4rPSERvrc '
By: (l` Original Certificate Date: I— 2 SP1 7
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheet_E . .
. � c-mAILU)
If more than 1 septic system is on the lot:
COSA Checklist# I of I
Structure served by this system I
Certificate of On-Site Systems Approval Checklist
Legal Description: Elmore #1 B6 L13 Parcel ID: 018-172-19
A. WELL DATA
Well type Private If A, B, or C provide PWSID# Well Log(YIN) Y
Date completed 2/3/2007 Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y
Total depth ft. Cased to 123 ft. Casing height(above ground) 18 + in.
FROM WELL LOG AT INSPECTION
Date of test 2/3/2007 1/14/2019
Static water level 63 ft. 54.3 ft.
Well production 8 g.p.m. 3 5 g.p.m.
WATER SAMPLE RESULTS:
Coliform —' 62 colonies/100 mL Nitrate ' 2 �' mg/L
Arsenic N\0 ug/L Date of sample: ` /`-{ A q Collected by: PE. S ,
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material S.T.E.P/ Steel Date installed 5/18/07
Tank size 2000 gal. Number of Compartments 2 Cleanouts(Y/N) Y
Foundation cleanout (Y/N) Y Depression over tank(Y/N) N High water alarm (Y/N) N/A
Date of pumping 6/16/18 Pumper Around The Clock Pumping
C. ABSORPTION FIELD DATA
Date installed 5/19'07 Soil rating (g.p.d./ft2 or ft2/bdrm) 3.0 gpd System type Bed
Yp
Length 21 ft. Width 12 ft. Gravel below pipe 0.5 ft.
Total depth + .5 ft. Eff. absorption area 252 ft2 Monitoring tube Y Depression over field N
Date of adequacy test 1/14/19 Results (Pass/Fail) Pass For 5 bedrooms
Fluid depth in absorption field before test 0 in. Water added 900 gal. New depth 0 in.
Elapsed Time: 260 min. Final fluid depth 0 in. Absorption rate >= 900 g.p.d.
None Known
Any rejuvenation treatment(past 12 mo.)(Y/N &type) If yes, give date
D. LIFT STATION
Date installed 5/18/07 Size in gallons 2000 Manhole/Access(Y/N) Y
"Pump on" level at Timed in. "Pump off"level at Timed in. High water alarm level at 46 in.
Datum Cycles tested Meets alarm&circuit requirements?
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot 100 + On adjacent lots 1001+
Absorption field on lot 1001+ On adjacent lots 100'+
Public sewer main 75'+ Public sewer manhole/cleanout 100'+
Sewer/septic service line 25'+ Holding tank 100 +
- Animal containment areas 501+ Manure/animal excrete storage areas 1001+
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 10'+ Property line 101+ Absorption field 101+
2Water main + Water service line 25 + Surface water 100 +
Wells on adjacent lots 100 +
ABSORPTION FIELD ON LOT TO:
10'Property line + Building foundation 10 + Water main 10 +
Water Service line 25'+ Surface water 1001+ Driveway, parking/vehicle storage 101+
Curtain drain 50'+ Wells on adjacent lots 1001+
F. COMMENTS
* Dimension from Record Drawing original grade elevation.
G. ENGINEER'S CERTIFICATION _�'�'�``h��
I certify that 1 have determined through field inspections and ,,r''y'S.•' . `4, �..7}�
review of Municipal records that the above systems are in 0*: 4 • TH )\ ••*Ti
conformance with MOA COSA guidelines in effect on this date. ••• ®=0�••• 0
Engineer's Printed Name Steven R Pannone, P.E. -
9 •Steven IR. =none•
Date / 9aIk�
CE-8149 %
17
r\" 4
COSA canary sheet_2-6-15.doc
Pannone Engineering Services ac
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail:stevePoanengak.com
15 January 2019
Municipality of Anchorage
Development Services Department
On-Site Water&Wastewater Program
4700 Elmore Road
P 0 Box 196650
Anchorage, Alaska 99519-6650
Subject: Elmore#1 B6 L13
COSA Approval
Ladies and Gentlemen:
We request a COSA approval on the above-mentioned property.The Onsite system was designed for a five-bedroom
house, however the house was constructed with six bedrooms.The Onsite system has been in operation for 11 years
and is currently 0%percent used. PES conducted an adequacy investigation on 1/14/2019 and added 900 gallons into
the system.The drain field started dry and remained dry throughout the duration of the adequacy test. On average a
6-bedroom house will have 7 people living in it,with an average waste water production of 50 gallons per day per
person for a total of 350 gallons per day.We request a COSA approval for 5 bedroom/900 gallons per day.When the
current onsite system fails it will be replaced with an onsite system designed for 6 bedrooms.
Granting this approval will not affect the health and safety of this lot or the surrounding lots now or in the future.
If you have any questions or concerns, please contact me at 907.745.8200.
Sincerely,
��P� "
Iii' Steven R.Pannonep /
•
44 ,, EIt .... .
•
Steven R. Pannone, P.E.
Owner/Civil Engineer
Mailing:: P.O. Bo .807. Paimer, Al< 99643 1807
Telephone: (907)
.7.75-S200 FAX: (907)
745-8201
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
BETWEEN kl,ittINUCIPALITY OF ANCHORAGE
AND 4 l r r E. � t ( r'�
THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this
(" Day of (t.t`lt.{(" w""t of 201(1 . by and between( d.., ILLS 1f ((ftl,
herein the"OWNER."and the Municipality of Anchorage.herein the
"MUNICIPALITY." In consideration ofthe mutual covenants contained herein, the
parties to this Maintenance and Repair Agreement agree as follows:
I. Advanced Wastewater Treatment Systems. Municipality grants permission to
Owner to utilize and operate an Advanced Wastewater Treatment System
(AWWTS), described as
located at (le<a! description).
1(. (c k_A• .
2. Definitions.
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.
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
•
service and maintenance provider approved by the municipality and the
manufacturer of the AWWTS for the entire term of the A WWTS. 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
A.WWTS 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.
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
A'areement.
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 and Repair Agreement.
OWNER:
6.(./14(
By: '13 (signature} Date:
(print name)
STATE OF ALASKA )
)ss.
THIRD JUDICIAL DISTRICT
The foregoing instrument was acknowledged before me this 15°day of ;IL• ,
20int by 1�7uttm
NO"I CRY' PUBLIC FOR ALASKA fir' ` .. �
My CStnmission expires: gicti/22 a l:. `
... '.... ` c,
MUNICIPALITY:
MUNICIPALITY: � ' ,
\`~
By: (signature) Date: •
_(print name) Title:
P-635A
ELMORE SUBDIVISION, ADDITION NO. 1
LOT 13, BLOCK 6
N 89.46'30"E 208.71'
• •
10'GENERAL UTTUTY ESMT.•
IR i..-
•
•
111 GRAVEL DRIVE
SEM MTN /
12.0 20.0 n1
12Y 1
. 3.3'
b 30
COVERED I o '—C Ea 01
DECK
3.0'
V
ti gg 21.!'
QQ$� [ F.$
= EXISTING BUILDING n _
T
•
• 17.0' ENTRY 4
1 "=30' '..'t
44.0'
•/ WELL
7 0
b GRAVEL DRIVE '
o n I 1
1 I PROPOSED 33'X 33'
1 1 PUBUC USE ESMT.
1 1
97.6'• I 1
•
N 89.52'00"E 208.71'
b
M
RIVERTON AVENUE
•
AS-BU I LT l HEREBY CERTIFY THAT I HAVE SURVEYED THE
GASTALDI LAND PROPERTY DEPICTED ABOVE AND THAT NO
ENCROACHMENTS EXIST EXCEPT AS INDICATED. Mr•��
SURVEYING, LLC IT IS THE RESPONSIBII.RY OF THE OWNER TO ♦4, OF q"1.
JEFF A GASTALDI, R.LS. ♦ 'VC'.••'•••.,�4 •
DETERMINE THE EXISTENCE OF ANY EASEMENTS, ♦ P.•• S •
4726 WEST 88TH AVENUE COVENANTS •OR. RESTRICTIONS WHICH DO NOT i co/4912r•
ANCHORAGE,ALASKA 99502 APPS ON THE RECORDED SUBDMSION PLAT. ° ••••;*f
.111
PHONE 248-5454 UNDER NO CIRCUMSTANCES SHOULD ANY DATA •
•GRID DATE HEREON BE USED FOR CONSTRUCTION OR FOR • : 3 i
ESTABUSHING BOUNDARY OR FENCE UNES. Y- Coto illi
3036 6/25/2007 'I.• s-65, •}:e'.
ANCHORAGE RECORDING DISTRICT,ALASKA v• a, f25„,•eye♦♦
F.B. 07-04 JOB ES1136 NOTE: NO CORNERS SET THIS DATE ••f 1l�1ssit"'
Municipality of Anchorage
Development Services Department
V Building Safety Division
On -Site Water & Wastewater Program n
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519519
-6650
www.muni.orglonsite
(907) 343-7904
CERTIFI�C
Parcel I.D.
1. GENERAL INFORMATION
Complete legal description
Location (site address)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
OF ON-SITE SYSTEMS APPROVAL
SINGLE FAMILY DWELLING
COSA# 0'4Qug3g
Expiration Date: / O - / a - O 7
01
ELMORE SUBDMSION: LOT 13, BLOCK 6
NHN RIVERTON AVENUE ' ANCHORAGE, AK 99516
BRIAN CARTER Day phone 349-1156
6617 WINCHESTER STREET • ANCHORAGE. AK 99507_
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 5
3. TYPE OF WATER SUPPLY:
Individual Well
0
Individual Water Storage
❑
Community Class Well
❑
Public Water System
❑
Day phone
Day phone
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
0
Individual Holding tank
❑
Community On-site
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems
Approval (COSA) based only upon the representations given In paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer
of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or
water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems
Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may
be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage Is not responsible for errors or omissions In the professional engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation, based on procedures outlined In the Certificate of On -Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the
information obtained from the Municipality of Anchorage riles and from my investigation and inspection, the
on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179
Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507
Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date/)t U-1
Engineer's Comments:
In conducting this evaluation, GEG, LID. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines & Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
distances measured to readily Identifiable features. The operational life of all wells and
septic systems depend on the local soils condition, groundwater levels that may
auctuate during the year, and the water usage of the family being served by the system.
These conditions are outside the control of the evaluator of the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. GEG, LTD. can therefore not prov do
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report is for
the solo benefit of the owner listed above. Any reliance upon or use of this report by any
other person or party is not authorized, nor will it confer any legal right whatsoever.
S. DSD SIGNATURE
_IC Approved for 1� bedrooms.
Disapproved.
�49 47� `•:v*
. ....
J6ffreG mess,:
3
3 a44
r
Conditional approval for bedrooms, with the fllowing stipulations:
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
L/ Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Reort
Other
By: G✓. '?fJ —
(Rev. m1A5)
`�aG�tr�,,...e•�.Cy
ON-SITE
WATER AND
WASTEWATER
a•, PROGRAM
' '0 • •''�
Original Certificate Date: %— 12-- O.7
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Sits Water 6 Wastewater Program
4700 Bragew Street
P.O. Box 198850
Anchorage. AK 99519.66W
www.muni.orglonsite
(907) 3437904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST 9 ,
Legal Description: ELMORE SUBDIVISION #1; LOT 13, BLOCK 6 Parcel ID: 0 19 ' %.2
A. WELL DATA
Well type PRIME If A, B, or C provide PWSID# N A
Date completed 2/3/2007 Sanitary seal (YIN) YES
Total depth 123 ft.
Date of test
I
Static water level
Cased to 123 ft.
FROM WELL LOG
2/3/2007
63 ft.
WATER SAMPLE RESULTS:
Coldorm 0 ooionies/100 ml. Nitrate 0.86 mgJL.
Well Log (YIN) YES
Wires properly protected (YIN) YES
Casing height (above ground) 24 in.
AT INSPECTION
ft.
g.p.m.
Other bacteria 0 colonies/100 ml.
Arsenic: D ug,/L. Data of sample: 6/25/2007 Collected by: GEG Ltd.
B. SEPTICIHOLDING TANK DATA
TankType/Material S.T.E.P./STEEL Date Installed 5/18-19/2007
Tank size 2000 gal. Number of Compartments 2 Cleanouts (YIN) YES
Foundation cleanout (YIN) YES Depression over tank (YIN) NO High water alarm (YIN) YES
Date of pumping NEW Pumper
C. ABSORPTION FIELD DATA
Date installed -%/18-19/2007 Soil rating .p.d r fe/bdrm) 3 System type BED
Length 21 ft. Width 12 ft. Gravel below pipe 0.5 ft.
Total depth ,4"4 ft. Eft. absorption area 252 ft' Monitoring tube YES Depression over field NO
Date of adequacy test NEW Results (PasslFail) PASS For 5 bedrooms
Fluid depth in absorption field before test = In. Water added =gal. New depth =in.
Elapsed Time: = min. Final fluid depth = in. Absorption rate >= — g.p•d•
Arty rejuvenation treatment (past 12 mo.) (YIN & type) — If yes, give date
D. LIFT STATION
Date installed 5/18-19/2007 Size in gallons 175 Manhole/Access (Y/N) YES
"Pump on" level at TIMER in. "Pump air level at TIMER in, High water alarm level at 46 in.
Datum BOTTOM OF TANK Cycles tested NEW Meets alarm & circuit requirements? YES
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 100'+ On adjacent lots 100'+
Absorption field on lot 100'+ On adjacent kits 100'+
Public sewer main N/A
Sewer /septic service line 25'+
Animal containment areas 50'+
Public sewer manhole/cleanout N/A
Holding tank N/A
Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 50+ Absorption field 5'+
Water main N/A Water service line 10'+ Surface water 100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation 10'+ Water main_ N/A
Water service line 10'+ Surface water 100'+ Driveway, parking/vehicie storage 10'+
Curtain drain 50'+ Wells on adjacent lots 100'+
F. COMMENTS
G. ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and i
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this
date. '.Je A. Go)rn-xs:'
Engineer's Printed Name JEFFREY A. GARNESS �:� ' . E-79 i
Date _gMaa__.a``
COSA Fee ST --a 7, t] !? 4 1 7 5 R O 5 h.
Date of Payment % Z / ( y L
Receipt Number O b'-1 F3 0- l
(Rev. 11/05)
Waiver Fee $
Date of Payment
Receipt Number
SGS Ref. #:
Client Name:
Project Name:
Client Sample ID:
Matrix:
PWSID
1072928
Garness Engineering Group
Elmore #1, L13, B6
Elmore #1, L13, B6
Drinking Water
SGS Environmental Services Inc
200 W. Potter Drive
Anchorage, AK 99518
Tel: (907) 562-2343
Fax: (907) 561-5301
All datesttimes are Alaska Standard Time
Printed DateMme: 07/10/07 11:00
Collected DateMme: 06/25107 11,,4,,,,,,:11150
Received DaleTme: 06/25/07 yq.00
Technical Director. Stephen Ed///
Allowable Prep Analysis
Parameter Results PQL Units Method Limits Date Date Init
Bacteria 0.00 9222B 06125/07 06/25/07 dlc
Nitrate
Arsenic
0.86 0.10 mg1L EPA 300.0 10.00 07/03/07 07/03/07 jds
ND 5.00 ug/L 200.8 10.00 06/27/07 07/09/07 tk
111=30'
P -635A
ELMORE SUBDIVISION, ADDITION NO. 1
LOT 13, BLOCK 6
GASTALDI LAND
SURVEYING, LLC
JEFF A. GASTALDI, R.L.S.
4726 WEST 88TH AVENUE
ANCHORAGE, ALASKA 9950,
PHONE 248-5454
GRIDDATE
3036 6/25/2007
F.B. JOB NO.
07-04 ES1136
0
M
RIVERTON AVENUE
1 HEREBY CERTIFY THAT I HAVE SURVEYED THE
PROPERTY DEPICTED ABOVE AND THAT NO
ENCROACHMENTS EXIST EXCEPT AS INDICATED.
R IS THE RESPONSIBILITY OF THE OWNER TO
DETERMINE THE EXISTENCE OF ANY EASEMENTS,
COVENANTS OR RESTRICTIONS WHICH DO NOT
APPEAR ON THE RECORDED SUBDIVISION PLAT.
UNDER NO CIRCUMSTANCES SHOULD ANY DATA
HEREON BE USED FOR CONSTRUCTION OR FOR
ESTABLISHING BOUNDARY OR FENCE LINES.
ANCHORAGE RECORDING DISTRICT. ALASKA
NOTE. NO CORNERS SET THIS DATE
.* %Sukiv,
OF A4
i �Pr • :S�- ��
�= 49111 ;
6 4k
p�0fissional %-°
PROPOSED 33' X 33'
PUSUC USE ESMT.
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
MEMORANDUM OF UNDERSTANDING
BETWEEN DTNICIPALI Y OF ANCHORAGE
AND idYldj1 Ik rl K
THIS MEMORANDUM OF UNDERSTANDING made a entered into as of this
Ik Day of aLy of 20 07, by and between C_XATl,R
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
O Aryl k-cS
Treatment System (AWWTS), described as A;t✓ - CELL, located
at 1-07- / 1 X414- 4 tel- Al OX E So'6 • , 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 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 itiliibit
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— O
($_.00), 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 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 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: (l) 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 AWNVTS 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 scheZfule 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
AWWTS 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 a. -rets that the relevant provisions of the standard specification guidebook
for AWWTS is the governing professional guidelines for the construction,
maintenance and repair of the Owner's AWWTS.
7. Nonwaiver. 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: SA; AV G,fAi EQ
Anchorage: Purchasin¢ Officer
C. Any attempt to amend, modify, or cliange 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.
O\V ' ,R:
B ,
Date: nit 2 /0-7
STATE OF ALASKA
THIRD JUDICIAL DISTRICT
MUNICIPALITY:
By:
Title:
Date:
) ss.
The(ose�oing ' strument was ac powledged before me this /,P -day of
20 b
IARYPUBLIC FOfiA-) S ��AF.- '
Commission expires: �` �'.j►OTAIky•
L�_W��. J
