HomeMy WebLinkAboutASPEN HIGHLANDS #2 BLK 1 LT 6Aspen
Highlands #2
Block 1
Lot 6
#017-013-35
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program, 4700 South 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: SW040411 PID Number: 017-013-35
Name`
SIDNEY MEHLSCHMIDT
Wastewater System: ❑ New ■ Upgrade
Y P9
Address:
13120 MIDORI DRIVE * ANCHORAGE, AK. 99516
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 345-2028 3
❑ Deep Trench ❑ Shallow Trench ■ 8ed ❑ Mound ❑ Other
LEGAL DESCRIPTION
Soil Rating: O 5
Total Depth from original
GPD/Sq.
Ft. MAX Ft.
Block: Lot: Subdivision:
1 ASPEN HIGHLANDS
Depth to pipe bottom from original grade:
Gravel depth beneath pipe:
6 #1
SEE DWG.
Ft. 1.0+ Ft.
Township: Range: Section:
Fill added above anginal grade:
Gravel length:
SEE DWG.
Ft. 45 FL
WELL: El ED Upgrade
Gravel width:
20
Number of lines:
4
Distance between lines:
5
FL
Ft
Classification (Private, AR,C): r Total Ds
G
Cosed To:
Total absorption area:
Pipe material:
C, Ft.
F4
Static Water Level:
900 SQ. Ft.
Installs..
GEG, Ltd.
D 3034/ F-810/ SCH 40 PVC
Date imdalled:
12/2-6/2004
Driller. TVX\ Dote Drilled:
Ft
Yield:Pump
Set At:
Casing Height Above Ground:
TANK
GPM
Ft.
R.
SEPARATION
DISTANCES
a septic ❑ Holding ❑ S.T.E.P. ■ Other*
Ta
Septic
Absorption
Lift
Holding
Public/Private
Manufacturer.
ANCHORAGE TANK
I Capacity In gallons:
1500
From
Tank
Field
Station
Tank
sewer Lines
Well
100'+
100'+
100'+
—
25'+
Material:
STEEL
Number of compartments:
2
Surface water
too'+
too'+
too'+
—
—
LIFT STATION
Lot Line
5'+
70'+
5'+
-
-
Size in gallons:
Manufacturer:
1500/51
ANCHORAGE TANK ORENCO SYSTEMS
Foundation
5'+
70'+
5'+
—
—
"Pump on" level at:
-Pump off leve:High
water alarm al:
TIMER 32"
TIMER/'90"I2
46" 36"
Curtain Drain
NO KNOWN
Pump Make d: Model:
Electrical Inspections performed by:
#20 OSI 05 HHF
M.O.A.
Remarks:
BENCH MARK
Location and Description:
*THIS IS AN ADVANTEX TREATMENT SYSTEM
TOP OF GARAGE SLAB
OLD SEPTIC TANK LEFT IN PLACE FOR FUTURE WATER
STORAGE FOR FIRE SUPRESSION.
Assumed Elecatian: 100.00
Ft.
DRAINFIELD ABANDONED IN PLACE.
ENGINEER'S
Inspections performed by: GEG, Ltd. Dates: 1st 12/2/2004
.. 4 ...............
2nd 12/3/2004
......0
3rd 12/6/2004
f A. Gar ass.:
Development Ser0pes Departme t Approval
—79 o
Reviewed and approved by: Date: _ 13'Prof
t Ev�v�
Pro
(Rev. 12/01)
f e ssion o�
40000'a`�
PERMIT NUMBER:
46.67
AS
DBL2
PARCEL ID NUMBER,
DRAWING
SW040411
ST1
49.46
-BUILT
017-013-35
54.50
A
B
56.67
43.38
MT1
43.36
34.33
MT2
34.14
e
72.93
E
MT4
74.54
NEW 1500 GALLON \
/
ABANDONED IN
\
I \
MH2
\_/ ADVANTEX TANK
PLACE FOR
\
MH1
a
FUTURE USE
\\ \/
INSTALLED DOUBLE
\
DBL1
46.67
28.33
DBL2
47.94
29.45
ST1
49.46
32.95
MH1
54.50
40.81
MH2
56.67
43.38
MT1
43.36
34.33
MT2
34.14
MT3
72.93
E
MT4
74.54
a \
\ i
NEW DRAINFIELD
"• > ;tai 12/15/2004
DRAWN BY:
R.A.L./C.J.G. /� '
GARNESS ENGINEERING GROUP, Ltd. 06 yip
SCALE:
CONSULTANTS& GENERAL CONTRACTORS 1„ 4O, ic. ,,,,,,,,, ,,,,*„D
3701 E. TUDOR ROAD, SUITE 101 ` ANCHORAGE, AK 99507' PHONE (907)337-6179' FAX (907)338-3246 —
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: - Q
SIDNEY MEHLSCHMIDT (907) 345-2028 2 OF 3 . .r .:...�
'� f Gar.:
ss: �
LEGAL DESCRIPTION: QO 9j E-79 k
ASPEN HIGHLANDS SUBDIVISION #1; LOT 6, BLOCK 1, ��4 •. �� .04 No
TYPE OF WORK: p professloo0\—�
AS -BUILT DRAWING OF SEPTIC SYSTEM UPGRADE Op�oz'
MT4 \"----A\MT3
OLD DRAINFIELD
\ TH#1
NEW 1500 GALLON \
/
ABANDONED IN
\
I \
MH2
\_/ ADVANTEX TANK
PLACE FOR
\
MH1
FUTURE USE
\\ \/
INSTALLED DOUBLE
\
\J5
a1
MTz
fxr �%NG
3
/louse Al O
O
ST1
DBL1
DBLi
B
....-- ---.
\
/I
EXISTING
GARAGE��^
OLD SEPTIC TANK LEFT
r� "4, ,"..•,'-�' IN PLACE FOR FUTURE
'
(
" •"^l"' WATER STORAGE FOR
FIRE SUPRESSION
L- - - - - -
-
-� =
-----
-
10' UTILITY EASEMENT
$
10' UTILITY EASEMENT
/
I
l
r7»
"• > ;tai 12/15/2004
DRAWN BY:
R.A.L./C.J.G. /� '
GARNESS ENGINEERING GROUP, Ltd. 06 yip
SCALE:
CONSULTANTS& GENERAL CONTRACTORS 1„ 4O, ic. ,,,,,,,,, ,,,,*„D
3701 E. TUDOR ROAD, SUITE 101 ` ANCHORAGE, AK 99507' PHONE (907)337-6179' FAX (907)338-3246 —
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: - Q
SIDNEY MEHLSCHMIDT (907) 345-2028 2 OF 3 . .r .:...�
'� f Gar.:
ss: �
LEGAL DESCRIPTION: QO 9j E-79 k
ASPEN HIGHLANDS SUBDIVISION #1; LOT 6, BLOCK 1, ��4 •. �� .04 No
TYPE OF WORK: p professloo0\—�
AS -BUILT DRAWING OF SEPTIC SYSTEM UPGRADE Op�oz'
PERMIT NUMBER:AS—BUILT
SW040411
DRAWING
PARCEL ID NUMBER:
017-013-35
TOP OF MANHOLE
= 102.50 (AVG).
FINAL GRADE
TOP OF ADVANTEX POD
= 102,51 (AVG. TOP OF MANHOLE _
= 102.48
102.50 (AVG.)
FLOATS
2" INSULATION
TOP OF TANK
= 9497
TOP OF TANK
= 94.95
TO DRAIN
FIELD
INVERT OF INLET
= 97.67
INVERT OF PIPE
1500 GALLON STEEL
= 94.39
ADVANTEX TANK
TH#1
GROUNDWATER ® 10'
ON 12/1/2004.
RELATIVE ELEVATION OF
GROUNDWATER = 93.18
RELATIVE ELEVATION OF
OF TEST HOLE - B
—FINAL GRADE
102.94-104,30/r 2" INSULATION
/ rFILTER FABRIC
ORENCO PUMP
VAULT
ORIGINAL GRADE
= 103.18
HIGHEST POINT
LJNVERT OF DISTRIBUTION LINE - 100.28 (AVG.)
BOTTOM OF BED THE DISTRIBUTION LINE IS 1.25 INCH PVC WITH
= 99.18 (AVG.) 1/8 INCH HOLES SPACED 30 INCHES ON
CENTER. (18 HOLES PER LATERAL/72 HOLES
TOTAL.
U,r 12/13/2004 C)F.
DRAWN BY:
GARNESS ENGINEERING GROUP, Ltd. SGREA.L.Jc.J.c. o���..' 9
CONSULTANTS & GENERAL CONTRACTORS fTiT
3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE, AK 99507 "PHONE (907)537-6179 •FAX (907)338-3246
N.T.S. �........... .................
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: Q
SIDNEY MEHLSCHMIDT (907) 345-2028 3 OF 3
e A. Garness,-
LEGAL DESCRIPTION: �� C —7 537)L
ASPEN HIGHLANDS SUBDIVISION #1; LOT 6, BLOCK 1,
TYPE OF WORK: 4e'so'pro fesslo�° o�
PROFILE AS -BUILT DRAWING OF SEPTIC SYSTEM UPGRADE ��Oppp000d
i
Rising Son Electric. Inc.
!IN
� /< 14916 Woodland Drive
rr � Eagle River. ,44 99577
.f (907) 622-6777
December 21, 2004
Garness Engineering Group
3701 E. Tudor Road, Ste. #101
Anchorage, AK 99507
Re: Lot 6 Block 1 Aspen Highlands #1
Dear Kelly:
The lift station at the above referenced property has been wired in accordance with NEC
and State/Local codes.
Thank you.
Sincerely,
Kevin S. Hornbuckle, Owner
Administrator License Number 1284
Specialty Contractor License Number 27285
Inspection Report
Municipality of Anchorage, Building Safety Division
4700 South Bragaw
INSPECTION: VOICE 343-9300 INSPECTION: FAX (907)249-7777 INFO: 343-7962
Name kov: Permit 04-9853
Address 13120 MIDORI DR Phone 250-1100
Legal BK 1 LT B Inspection Date 1211412004 AEA
Subdivision ASPEN H ICHLANDS
l/1
Comments or Directions
Inspection Retro Electrical Reinspection Y
r] NO NONCOMPLIANCE OBSERVED
Q CORRECTIONS ESSENTIAL AS EXPLAINED BELOW
Q WILL RE-EXAMINE AT NEXT INSPECTION [] DO NOT CONCEAL UNTIL REINSPECTION
COMMENTS: (for Inspocctor use only) /
L/Pc��ical ��d/
Aprrrw j
Inspector
Date:,, "2
U
MUNICIPALITY OF ANCHORAGEI'/�/�
' acq- M
Development Services Department
On -Site Water d Wastewater Program
Pl
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Date Issued: Sep 30, 2004
Expiration Date: Sep 30, 2005
Permit Number. SW040411 Parcel ID: 017-013-35
Legal Description:!ASPEN HIGHLANDS #1 BLK 1 LT 6 '
Design Engineer: 0855 Garness Engineering Group, LTD Site Address: 013120 MIDORI DR
Owner Name: SIDNY MEHLSHMIDT Lot Size: 41933 SO. FT.
Owner Address: 13120 MIDORI DR Total Bedrooms: 3 Permit Bedrooms: 3
ANCHORAGE. AK 99516-3307
This permit is for the construction of:
Z Disposal Field ❑✓ Septic Tank ❑ 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.
IZI,14,q— �A/ZAFE55: E^KrVfirtre/5 CAGtro 1W D41,1,-7Well-14yE DUE rt' "jAfc1wfrclz.
7W KeVISED PIFS1114/ NAS *lPPnJuLIi. V �fiU
Received By: ei ' /P'.e" Date: 0/m
Issued By. Date: 34, o
Municipality of Anchorage
Development Services Department
j Building Safety Division
�- - On -Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.enchorage.ek.us
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. N? -1013 — 35 Permit Number
Property owner(s) SIDNY MEHLSHMIDT Day phone 345-2028
Mailing address (1) 13120 MIDORI DRIVE • ANCHORA ,E AK
Mailing address (2)
Zip Code 99516
Legal description (Lot, Block & Sub'd.) ASPEN HIGHLANDS SUBDIVISION: LOT 6. BLOCK 1.
Legal description (Section, Township & Range) _LVA
Lot Size 14/0 933 Acre lSq.Ft Number of Bedrooms
THIS APPLICATION IS FOR:
Sewer Only ❑ Well Only ❑
Sewer and Well ❑ Water Storage ❑
Sewer Upgrade 0
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
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 Fees:
4(4 '
Date of Payment: 9127/OY
Receipt Number. �
Waiver Fees,
Date of Payment:
Receipt Number.
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
December 1, 2004
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907)343-7904
V&rtl 1\� eyflOd-a bySOtGoex1g1,
Or 12-h 1 -2 -00' -1 -
Revised Design: Permit #SW040411
Ref: Proposed Septic Upgrade for Aspen Highland Subdivision; Lot 6, Block 1,
To whom it may concern:
A permit was issued (SW040411) on 9/30/04 for the referenced property. Groundwater was checked in
the test hole and was found to be at 10 feet. We are proposing to change the design to a bed type
drainfield. We are still proposing to use a 1500 gallon Advantcx tank and pump vault. The drainfield is to
be installed 6 feet above the groundwater table. Comments regarding the design are summarized as
follows:
2. BED DESIGN:
a.
Percolation Rate: 120 minutes/inch
b.
Proposed Application Rate: 0.5 gallons/day/ft'
c.
Number of Bedrooms: 3
d.
Design Flow: 450 gallons per day
e.
Minimum Absorption Area: 900 ft'
f.
Total Depth: 4 feet (maximum)
g.
Effective Depth: 1 foot
h.
Width: 20 feet
i.
Minimum Length: 45 feet long
j.
Effective absorption area = 900 R'
We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems.
If you have any questions, please contact us at 337-6179. Thank you for your assistance.
M.S.
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507
Ph: (907) 337-6179 * Fax: (907) 338-3246' Website: gamessengineering.com
L REVISED I N]THII
�Z
IXGrRACE \ ',�
EXISTING DRAINFIELD TO BE
COMPLETELY ABANDONED
L-------
10' UTILITY EASEMENT
— — IO' UTILITY EASEMENT
9.N
-PROPOSED DRAINFIELD. EXCAVATE A BED THAT IS 4 FEET DEEP
MAXIMUM BY 20 FEET WIDE BY 45 FEET LONG. ADD 1 FOOT OF
CLEAN. WASHED SEWER DRAINROCK. THE DISTRIBUTION LINE IS
TO BE 1.23 INCH PVC W/ 1/8 INCH HOLES SPACED 30 INCHES
ON CENTER. (18 HOLES PER LATERAL/72 HOLES TOTAL)
/—PROPOSED 1500 GALLON
ADVANTEX TANK W/ PUMP VAULT
\ \ \ \
g \
\
iINSTALL f \ \
DOUBLE \ \
CLEANOUTS
J eC NC
HO6jf04
/
- ••• ."a'.'`i"". TO BE COMPLETELY
ABANDONED
y �•
NSTALL
FOUNDATION J•�.a.,
— — �LEANOVT— — — —
H2O ® 10' IN TESTHOLE
ON 12/1/2004
DATE: (REVISED) aoo��0�
12/1/2ooa o G 0F•�ia�
C.J•G•
GARNESS ENGINEERING GROUP, Ltd.
O¢
4
H vpQQ/
SCALE:
CONSULTANTS d GENERAL CONTRACTORS,
In = 40•
••
••• •••••••••V/,
3701 F TIM00 ROAD S.XTF 101 • ANr.HfMACF. A8 00501 • FNONF (907)317-000 • FAX (00))538.3)66
a•"
NUMBER:
PAGE NUMBER:
PREPARED FOR: PHONE
SIDNEY MEHLSCHMIDT 345-2028
2 OF 4
QQ ( r
Qp '•,
00
,. ••• .�
or ess: �[
—7953 e�
LEGAL DESCRIPTION:
ASPENHIGHLANDS SUBDIVISION; LOT 6. BLOCK 1.
pro/essiol'000vG
�04p000�o
TYPE
UPGRADE
DESIGN FOR PROPOSED SEPTIC SYSTEM
4' DEEP
--------------------------------
2 WI OMr MTO 1
I
.I I
I I
I
I I
,I I
o I I
2.5'I OUT ---------------HTOJ
------------
I-- 15 FEET LONG -
GRADE
INSULATION
20 FEET
FABRIC
1
I GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS GENERAL CONTRACTORS
m F Ti nro Pnwn c[XTF ml • AwrWMAr..F AK 00407 • PHONF (001111).6170 • FAM (001)11A.}q,6
C.J.G.
N.T.S.
PREPARED FOR: PHONE NUMBER: rwL NV.04R:
SIDNEY MEHLSCHMIDT (907) 345-2028 4 OF 4
ASPEN HIGHLANDS SUBDIVISION; LOT 6, BLOCK 1,
DETAIL DRAWING OF PROPOSED DRAINFIELD
FROM PUMP
VAULT
Il V OF EFFECTIVE
-THE DISTRIBUTION LINE IS TO BE 1.25
INCH PVC w/ 1/8 INCH HOLES SPACE
30 INCHES ON CENTER. (18 HOLES
PER LATERAL/72 HOLES TOTAL)
9
j y
y ... .. .. ...... ......
•. am s:
0 j 795 �F`O�
4n ......... • «Ado
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
September 24, 2004
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907)343-7904
Ref: Proposed Septic Upgrade for Aspen Highland Subdivision; Lot 6, Block 1,
To whom it may concern:
The existing 3 bedroom house is served by a private well and septic system. The septic system is
currently in the state of failure and needs to be replaced. A test hole was excavated on the
property. The drainfield will be designed around the 30 foot radius of this test hole. We are
proposing to install a new 1500 gallon Advantex treatment system and dual 5 -wide trench type
drainfields. 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. It is our opinion that an application rate of 0.5 gallons/day/R2
should be used.
2. TRENCH DESIGN:
a.
Percolation Rate: 120 minutes/inch
b.
Proposed Application Rate: 0.5 gallons/day/R2
c.
Number of Bedrooms: 3
d.
Design Flow: 450 gallons per day
e.
Minimum Absorption Area: 900 R2
f.
Total Depth: 11 feet (maximum)
g.
Effective Depth: 4 feet (minimum)
h.
Width: 5 feet
i.
Reduction Factor: .50
j.
Minimum Length: 90 feet long
k.
Effective absorption area = 900 R2
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic
system.
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507
Ph: (907) 337-6179 • Fax: (907) 338-3246 • Website: gamessengineering.com
4. TOPOGRAPHY: As can be seen on the attached topography site plan the average slope in
the area is approximately 5 to 10 percent running northeast to southwest. In short, there are no
slope concerns.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179. Thank you for your
�i.S.
NOTE. A site plan drawing, a design drawing, two detail drawings, one soil log, 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
Ph: (907) 337-6179' Fax: (907) 338-3246' Website: gamessengineering.eom
\ I \ I
Ld
V) I ASPEN HIGHLANDS S/D; I I \ ♦ ' `,/ \
'� I LOT 13. BLOCK 1
i= 514
I 1 I I I I 1
, I I I � I •��� I
I
, I ♦ I I j � �9��
I CSEPTIC
/
I ARLAD ASPEN HIGHLANDS S/D;
LOT 4. BLOCK 1 \ ASPEN HIGHLANDS S/D:
\\ LOT 5. BLOCK 1
ASPEN HIGHLANDS S/D;
LOT 11. BLOCK 1 O C•
' I EXISTING HOUSE
PROPOSED SEPTIC UPGRADE �� 3 BEDROOM I (SEE DESIGN. PACE 2 OF 4) I I —
THII
/I I ASPEN HIGHLANDS S/0;
/ I LOT 10. BLOCK 11 ,-� I I \
/ I \ C5[PTIC 1 I 1 \
ARE I 1 Q ASPEN HIGHLANDS S/D;
LOT 10. BLOCK 2
I I EXISTING
I / SEPTIC!'jr \
\ I \ SYSTEM
_____--____
\rte
' I 1RAGE
AGI
\ , I / � \ \ / I / ASPEN HIGHLANDS S/D;
\1 I i ,S+ \ ♦♦/ ; LOT 11. BLOCK 2
r �`---
1 �\� 'HOLDING I
TANK
ASPEN HIGHLANDS S/D; ASPEN HIGHLANDS S/D; ASPEN HIGHLANDS S/D: i
LOT 9. BLOCK 1 LOT 8, BLOCK 1 LOT 7. BLOCK
�— ______ _ _ _ _ _ _ ___—__--_
! UPPER DEARMOUN ROAD
1 11 II
1 1 LOT 14 LOT 13 I I LOT 12
1 KIMBERLY 1MANOR LOT
j it KIMBERLY MANOR KIMBERLY MANOR I I KIMBERLY MANOR
, ll II A
GARNESS ENGINEERING
GROUP, Ltd.
CONSULTANTS 6 GENERAL CONTRACTORS
701F TUOOO ROnn. Stn TF 101 • ANGNO9AGF. A, 09,01 • FNONF f0071117fi00 • FAX (901iDF-1?LA
4EPAREO FOR PHONE NUMBER:
SIDNEY MEHLSCHMIDT 345-2028
.GAL DESCRIPTION:
ASPEN HIGHLANDS SUBDIVISION; LOT 6, BLOCK 1
!PE OF WORK:
SITE PLAN FOR SEPTIC SYSTEM UPGRADE
1/24/2004 OF
NN BY:
J.L.M. °� `'• lr1,
LE: .'� {F': 4 90
1" = too........ ... . ..:...... ...
E NUMBER:
.. .J ff. . v . Ga .... .ess........
i OF 4 X!�. -.-jA G�
EXISTINGI
DRAINFIELD
TO BE USED
ALTERNATE SI
\
I \
I \
I \\
GOPL------- 0
L ------Y
YL----- —T,/.
Loc- ;
INSTALL TH/1} /4NSI
FLOW SPLITER / CLF0
�I -JA �E
I
10' UTILITY EASEMENT
10' UTILITY EASEMENT
PROPOSED DRAINFlELD\
EXCAVATE TWO TRENCHES
Z
AT ARE 11 DEEP MAXIMUM
FEET WIDE BY 45 FEET LONG (90 FEET LONG TOTAL). ADDET OF CLEAN WASHED SEWER
INROCK. INSTALL TRENCHES
ALLEL TO SLOPE CONTOURS
coIDOUBLE
/LEANOUTS
s ti��u
i
EXISTING TANK
TO BE COMPLETE
�
NSTALL .I
FOUNDATION \\\\
CLEANOUT
\
\ 5,
I
I I
1 I
\ 1
9/24/2004
DRAWN BY:
R.A.L.
GARNESS ENGINEERING GROUP, Ltd. SCALE:
CONSULTANTS & GENERAL CONTRACTORS I"
= 40'
3701 F TUDOR ROAD SUITF 101 • ANCHORAGE. AK 00507 - P F (00))S37d170 • FAX (007)33"'"L"
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
SIDNEY MEHLSCHMIDT 345-2028 2 OF 4
LEGAL DESCRIPTION:
ASPEN HIGHLANDS SUBDIVISION; LOT 6. BLOCK 1.
TYPE OF WORK:
DESIGN FOR PROPOSED SEPTIC SYSTEM UPGRADE
qmi
VA
y arness:'
CE -7 53 FOS
`1d
AdvanTex Treatment System w:
AX Series - Mode la to -Lo.
One (1) 40x96 Pod
INLET�
6" JIM CAP
--(TYP.2)E �
FINAL GRAD
6" PVC PUMP—OUT
(TYP.2) --�,
N
1500 GALLON
STEEL ADVANTEX
TANK
E: THE BOARD INSULATION TO BE
LLED OVER THE SEPTIC TANK & A
)NO ON ALL SIDES EXCEPT UNDEF
ADVANTEX FILTER. THIS WILL ALLO'
2 HEAT TO ESCAPE FROM TANK &
RISE TO THE FILTER ABOVE R.
K
DISCHARGE
FILTRATE
ADVANTEX 30 INCH
AINSULATED
X20 POD
RISER
SAND
9/24/20C
.DRAWN BY:
R
.GANESS ENGINEERING GROUP, Ltd. SCALE. R.A.L.
CONSULTANTS 6 GENERAL CONTRACTORS
3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907)317fi179 • FAX (907).336-3746 N.T.S.
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
SIDNEY MEHLSCHMIDT (907) 345-2028 3 OF 4
LEGAL DESCRIPTION:
ASPEN HIGHLAND SUBDIVISION; LOT 6, BLOCK 1,
TYPE OF WORK:
PROFILE DRAWING OF PROPOSED 1500 GALLON ADVANTEX TANK
It
BIOTUBE
SCREENED
VAULT
EFFLUENT
PUMP
mi
IV (I it, ''ram
---------------------------------------i
T
"GO Co
I
I 1
L--------------------45,-------- ---------� —T
10'
------------------------------ ---------'1�
I GO T G0 1
S'1
1
FINAL GRADE
GRADE ORIGINAL GRADE
GRADE
IIL1A7t I I I I I I`FILTER FABRIC 11'1MAX I I I I I �/'FiLTER FABRICA-w-� mL
9/24/2004 r
,., .►" DRAWN BY: � �'`�! .•
GARNESS ENGINEERING GROUP, Ltd. souE: R.A.L. ; * 4 _T
CONSULTANTS b GENERAL CONTRACTORS N.T.S. ••• •
.�. � ....ae • n.. eurure ]nvJal0. [.li !00]I{M.{lLM1
PARED FOR PNDNL NUMULK:^'^•
SIDNEY MEHLSCHMIDT 345-2028 4 OF 4
N. DESCRIPTION:
ASPEN HIGHLAND SUBDIVISION; LOT 6, BLOCK 6, 'yI°
E OF WORK:
PROFILE DRAWING FOR PROPOSED DRAINFIELD UPGRADE
. • GOf jC35•' • •
pwpWp' .
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS& GENERAL CONTRACTORS—��
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: ASPEN HIGHLAND SUBDVISION /1, LOTS, BLOCK 1,
PERFORMED FOR: SIDNEY MEHLSCHMIDT DATE: 9/10/2004
(feet) —
I lORCANIcs TEST HOLE 1
2
3
4
5
6
7
8
9
10
11
12
13
14
1!
if
11
if
15
2L
SOIL CLASSIFICATIONS-
CLOCK
TIME
NET TIME
(MINUTES)
GW
GP
GM
GC
SW
SP
SM
SC
NET DROP
(INCHES)
ML
CL
OL
MH
CH
OH
2:03
—
11111LIll
=
—
2
2:33
o,=°•
'� �'• :
• 4
1/4-
3
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
9/17/2004 1
2:03
—
6'
—
2
2:33
30
5 3/4-
1/4-
3
2:33
—
6'
—
4
3:03
30
5 3/4-
1/4-
5
3:03
—
6'
—
6
3:33
30
5 3/4*
1/4'
PERCOLATION RATE 120 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 8.0 FT. AND 8.5 FT.
A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ROB CAMPBELL
PERFORMED BY GEG, Ltd. 1. JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FOR ED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
,~ MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchnrage, Alaska 99501 Teleohnne 2fi4~,720
ON~;ITE SEWAGE DISPOSAl. SYSTEM AND/OR WELl. INSPECTION REPORT
NAME ~ IPHONE f"] NEW
LEGAL DESCRIPTION
LOCATION / ~ NO. OF BEDROOMS
~ ~¥a~.14 S 4~.~.,~ Material 5-~ ~./ N°' of ¢°mpartment$
/,~ ~.~ IF HOMEMADE:
50 ~ DISTANCE TO: ~/ell Dwelling i PEffiMIT NO.
~,,Z. ND. of lines Lan ttlof~aac line
Type of crib Crib diameter Crib depth Total effective absorption area
m Welt Building foundation Nearest lot line
~ DISTANCE TO:
~ DISTANCE TO: Building foundation Sewer line Septic tank Absorption
OTHER ~ ~m ~,
PiPE MATERIALS
SOIL TEST RATING
APPHOVEO DATE LEGAL
Municipality of Anchorage
On -Site Water and Wastewater Program
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
Parcel I.D. 017-013-35
Expiration Date: d —,2-0-1-7
GENERAL INFORMATION k �1—
Complete legal description Aspen Highlands #Block 1 Lot 6
Location (site address) 13120 Midori Drive Anchorage, AK
Current Property owner(s) MEHLSCHMIDT SIDNEY Day phone 345-2028
Mailing address same
Real Estate Agent Jonathan Lindsay Day phone 301-7653
2. TYPE OF DWELLING:
❑ Single Family (w/wo ADU)
❑ Duplex
® Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 3
4. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
❑
Community Class C Well
❑
Public Water System
❑
TYPE OF WASTEWATER DISPOSAL:
Received by.
COSA to be released to the engineer, unless otherwise requested by the engineer.
Individual
Holding Tank
❑
Community
❑
Public Sewer
❑
Date'
COSA Fee $ q9o. W Date:
Date of Payment
Receipt Number o y5a�i
COSA # D 5013 /P qV
Date of Payment
Receipt Number.
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.
Name of Firm NorthRim Engineering Phone 694-7028
Address PO Box 770724, Eagle River
Engineer's Printed Name Steve Eng Date
6. DSD SIGNATURE
_ System #1 Approved for 3 bedrooms.
u9eYnC t _ .
System #2 Approved for bedrooms.
Disapproved. :.
Conditional approval for bedrooms, with the following stipulations
/) / �
By: J l %� Original Certificate Date: (n - ' � 5
The Municipality of Anchorage Devlopment 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 9-1-12.doc
If more than 1 septic system is on the lot:
COSA Checklist # of
Structure served by this system
Certificate of On -Site Systems Approval Checklist
Legal Description: ASP
.eti Y(q h /aParcel ID:
A. WELL DATA
Well type _� If A, B, or C provide PWSID # Well Log (YIN) .
Date completed 1 9 7/ Sanitary seal (Y/N) Wires properly protected (Y/N)
Total depth2z--?ft. Cased to ft. Casing height (above ground) /Z- in.
FROM WELL LOG
Date of test
Static water levelZ ••a ft.
Well production Ilii h� g.p.m.
WATER SAMPLE RESULTS:
Coliform colonies/100 mL Nitrate / %o mg/L
Arsenic 4.378 ug/L Date of sample:
AT INSPECTION
S a 3Z'1'3
z 3 o ft.
S r 9 -
p.m -
Collected by:
B. SEPTIC/HOLDING TANK DATA �r
Tank Type/Material Gf� Cu A. Date installed /Z�W Q
Tank size /5O6 . gal. Number of Compartments Z Cleanouts (Y/N)
Foundation cleanout (Y/N) 4 Depression over tank (Y/N) At High water alarm (Y/N)//
Date of pumping % J !0 Pumper _ 19fto-4ac, -7;z ,. K F t p
C. ABSORPTION FIELD DATA A
Date installedZ JC o f Soil rating (g.p.d./ft2 or ftZ/bdrm) S System type ae_oi
Length L{ S ft. Width O s ft. Gravel below pipe ft.
Total depth S ft. Eff. absorption area % 4rT ft' Monitoring tube T Depression over field
Date of adequacy test 5 2 / Results (Pass/Fail) PZ S S For 3 bedrooms
Fluid depth in absorption field before test -,7 in. Water added SQ gal. New depth Z in.
Elapsed Time: 15 min. Final fluid depth Z in. Absorption rate >= e_�S-o g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) (/al W- If yes, give date
D. LIFT STATION
Date installed 2 6 Size in gallons S
"Pump on" level at 3z in. "Pump off" levei at Z Z in.
Datum 6a cles tested 3
E. SEPARATION DISTANCES
WELL ON LOT TO:
i
Septic tankllift station on lot Q Q
Absorption field on lot / Q o I.,,-
Public
�
Public sewer main A 4
Sewer /septic service line 25 r f
Animal containment areas 11"'f
''f
Manhole/Access (YIN)
High water alarm level
Meets alarm & circuit requirements? /
On adjacent lots /DG 'Ve-
On adjacent lots /O o 1 e'
Public sewer manhole/cleanout A14-
Holding
4Holding tank AM
Manure/animal excrete storage areas
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation S ,f Property line 1611- Absorption field S
't
Water main Water service line /d ( Surface water
Wells on adjacent lots L- / f
ABSORPTION FIELD ON LOT TO:
Property line Id '14 Building foundation d' Water main N�
Water Service line 4 f Surface water / 47a If Driveway, parking/vehicle storage G r`
Curtain drain AjA Wells on adjacent lots O 0 r 1
F. COMMENTS
G. ENGINEER'S CERTIFICATION
t certify that l have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this date.
Engineer's PrintedN me S Ir %tea
Date z 12
COSA brown sheet 10.10-12.doc
OF
r Steven W. Eng
v
(907) 243.2282
FAX: (907) 243.4852
KEN JOHNSON DRILLING CO.
WATER WELL DRILLING
PUMP SALES AND SERVICE
44 Years Alaska Drilling
Tax I.D. # 92-0068950
KEN JOHNSON
3163 LINDEN DRIVE
ANCH RAG99502
DATE ---1��'
PUMP DATA
CONTROLS_
PUMP INTA
TANK SIZE
FILTERS &
TY
WELL DATA: CASING SIZE DEPTNo,,/ /,7 MATER LEVEIr-,:w--�GPM DD
PITLESS:TYPE.�1 DE TNS=SHELL EA ��>
REMARKS:
KEN JOHNSON CWD/PI
U(I U71 LU1L 1o: JI GbOU((U RrL-U5 r'40L Cly
e ■ ■ ■ 191 798
Miss ■ ■ ■ n■ MOVE
off agf ■■IR■■■: ■ ■
■ o ■ ■ of ■ emu
■ now ■o long ■R■■nR■ f R■ ■■■ M
*dvlanTexe Reid Maintenance 8eport
4nchorageTank &Welding, inc.
Annual Inspection
907-272-3543
Sidney Mehlschmidt
13120 Midori Drive, Anchorage AK 99516
AXONIDII tau*De
AX -104595 SW040411
Retrieve p&M into
Daily now_.
Radio raft_
Timer a9nings:
Perform Field Sampling/obsmvtttlons
NTU (15 x NTUs) pH (8.9) Do (2-6)
V 1 19.E
ww w twimpas
previous
Typical ❑ M ugly
❑ Earthy ❑ Moldy
Nontypical ❑ Suinde
❑ Cabbage ❑ Daoay
IllynlrainPYU ❑Yes El No
Few In tank ❑Yea 0 N
Check Control panel
Reciro Amps
DischargeDischarge Amps
�zr.i
Audible and visual algme,
Dial tons (telemetry only)
190K
XYea milb
lnspecf/Clasn Pump System
Inapect
RlserA.id .....................
spice Box ....................
Plant Cabe .... . ..............
Floats ........................ �](
Pump........................
Biotebee Flher.................
Bintube Pump vault ........... A
Rg ooiroulati Splitter valve, ......�
Comnlerlte
Signature
Clean
Mike Blakeslee
VU PAIL d
203871 1 RTUID4150
Measure Sludge/Soum
Sludge
907-345.2028 es MLall-pm
Den
0911312011
Scrum
tat Compartment Current A
50'
previous
Current Previous
2nd Canpertment Currant
Pravlwa
Current Previous
12"
InapactlCiean AdvanTer Finer
Odor. AzNomtal ❑Pungent
Biomak �j Normal ❑ lue asslve
Bddging/Ponding:�j NoneMfnor QEseaeelve
Inspoat/Clean Discharge pump System
Inspect
Rlssr/LIrJ, ,-
Sphee jl�na� V
FIbeN.-trds r"l!
Inspect/Strrvlce Othrer System Components
Impegt Clean
Dlaintetldtn Equipment z rf, ply
Inspect Clean
LAterain/Oriicas
Pod Bottom]
Intakevent
smm aeay
lats
Pump
Inspect Clean
real LateralNCnficea/t] X
Additional Services Rendered
❑Cleerrecitexdlasheets9 ❑ Replaced uV
❑ ReplacedMood other hems?
Parts Used. W . Warrant.. B = Billable (,r' appropriate selection)
x a Ram Number Deear"an
Flnallssfety inspection
SV minstalled
Menfold r000nnsoted; flush vdres closed
Summery/Rscommendat omo
❑System performing; no further action needed
❑ Carr for service
Data
Fax completed form to 1-886.884-7404
Llde bolted on
Central panel reactivated
❑Tank needs pumping
❑Cthati _.
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
BETWEEN MUNICIPALITY OF ANCHORAGE
AND 0,16-1 V -z"1 "I
TIES MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this
-j,`Dayof June of 2Qjj, by and between Colby Kelly
herein the "OWNER," and the Municipality of Anchorage, herein the
"MUNICIPAUTY." In consideration of the mutual covenants contained herein, the
parties to this Maintenance and Repair Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. Municipality grants permission to
Owner to utilize and operate an Advanced Wastewater Treatment System
(AW WTS), described as
Renco Advantec System
located at (legal description).
Aspen Highlands # 2, .Block 1, Lot 6
2. Definitions.
Alteration. Any change to the design or function of an AWWT 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 We and title transfer in accordance with Anchorage
Municipal Code (hereinafter, "AMC")15.65. These approvals certify that
the systems are adequate for the homes that they support and meet the
codes that were in place at the time of system construction.
Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AW WTS that were included
in the original design which would allow the AW WTS to continue to
perform as designed.
Permit. An On -Site Wastewater Disposal Permit as required by AMC
15.65 to construct and operate an AW WTS.
3. Term. The term of this Maintenance and Repair Agreement shall begin on the
date of approval by the Municipality to operate the installed system or issuance of a
COSA, and shall continue while the AW WTS is in use or is operational or until the
property is sold or title is transferred by the owner and a new COSA is issued to the
new owner or transferee of the property.
4. Alterations. Installation and Removal of Additional Egninment. Prior to
performing any alterations to an AW WTS, the owner agrees to obtain an On-site
Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65.
5. Maintenance and Repairs.
A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall
maintain their AW WTS in a satisfactory condition capable of producing treated
septic effluent in accordance with the equipment's approval for operation in the
Municipality. The owner shall enter into a service agreement with an AW WTS
service and maintenance provider approved by the munici�ty and the
manufacturer of the AW WTS for the entire term of the AW WTS In addition, it
sball 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 AW WTS.
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 AW WTS
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
AW WTS upon 24 hours written notice.
G. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
H. Owner agrees that the AW WTS installation and maintenance requirements as
provided by the AW WTS vendor/installer and approved by the Municipality are
the governing guidelines for the construction, maintenance and repair of the
Owner's AW WTS.
6. Nonwaiver. The failure of either party at any time to enforce a provision of this
Maintenance and Repair Agreement shall in no way constitute a waiver of the
provisions, nor in any way affect the validity of the Maintenance and Repair
Agreement or any part hereof, or the right of such party thereafter to enforce each and
every provision hereof.
7. Amendment
A. This Maintenance and Repair Agreement shall only be amended, modified or
changed by a writing, executed by authorized representatives of the parties, with
the same formality that this Maintenance and Repair Agreement was executed
with, and such writing shall be attached to this Maintenance and Repair
Agreement as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this agreement, the only authorized representatives of the parties
are:
a owner; Colby Kelly
b. Municipality: Director Community Develment or designated authority
C. Any attempt to amend, modify, or change this contract by either an unauthorized
representative or unauthorized means shall be void.
8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance
and Repair Agreement shall be brought in the Superior Court for the Third Judicial
District of the State of Alaska at Anchorage. The laws of the State of Alaska shall
govern the rights and obligations of the parties under this Maintenance and Repair
Agreement.
9. Severability. Any provisions of this Maintenance and Repair Agreement decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining
provisions of the Maintenance and Repair Agreement.
OWNER:
By: (signature) Date: June aa+ti 2013
Colby Kelly {print name)
STATE OF ALASKA )
) ss.
THIRD JUDICIAL DISTRICT }
The foregoing instrument was acknowledged before me thiy of June
2013 , by Coe -&l_ ,Lg5G L �1
TTu w
NYFARY PUf1LIC FOR ALASKA.
My Commission expires: _ a - ,�� - 17
MUNICIPALTTY: r
By:�r (signature)
(`--e 1, �i g., (print name)
uq
„4
Mmo,I f4A.�
J,.....'
pWOUG .'
OF
Date:
Title: C C� 7x'
a
_
r Q
N
m
0
D o a
r rvy
O K
?
p
j
i
.. C-
0
�p r
`ooDN
o
a
m
l
a 63 D
a
°
to C n
C _
m
�.O n
� N '�
N
rt
0 9
n
X �
O
v
J
x a
00
10`o riry' 0=z
111 �; 319 ZNO
m o .rM
D
v:J =
oZ
nm o mo ,° -C10
,0,% OX S A (/I
m>
sm�yg �3p xZ
awo�zo ' me
$mtio r�l. Toy N co
ao q•ami mm
=none - O
O
Sn
u°ems T
o a n o f t 1 m
m °f oma ZO _
°om?m S=w 0
m
o
om - OZ
ioo m w� Z
�cnn.o min m m
z.n ono. �
nm
D
moiF
Oi
m^'no.i O-
�
`°Cj'm m3o
�m� n w•w n'
LANTECH
00'OZZ 3 ,Oo,zo.00 S
1N3N3SV3 Alllllfl ,Ol
F--- w — -----�
c� m
wox.v
rn o » o
N �
Ilano3l Z VZ
r
o }iodioo
C
H
N
coo < 68.2'
m
CN >
M
m
Z&ZA
.
m
xX
41 C
� 7 W
7.6' I
x=86.22'
R—_ 230.0p•
M RI OR/V ow
r
O
1
N