HomeMy WebLinkAboutGLENN VIEW ESTATES WEST PH 1 BLK 1 LT 2Glenn View
West #1
Block 1
Lot 2
#051-793-02
0
Municipality of Anchorage • 11,'7
°•,
(('
l/1 K
i(._ Development Services Department • !H: ,'`'•
Building Safety Division °:''"•
On-Site Water and Wastewater Program, 4700 S. Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page
www.ci.anchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: SW010366 PID Number: 051-793-02
of
Name: •
Ken Linderman
Wastewater System:
CI
New ❑ Upgrade
Address:
PO Box 670944 Chugiak 99567
ABSORPTION FIELD
Phone: Number of Bedrooms:
17 Deep Trench El Shallow Trench 0 Bed 0 Mound 0 Other:
LEGAL DESCRIPTION
Soil Rating:
0.8 GPoiFt2
Total Depth from original grade:
4.0 Ft
Block: Lot: Subdivision: ' MACE /
1 2 Glenn View West
Depth to pipe bottom from original grade:
2+/- Ft
Gravel depth beneath pipe:
2.5+ Ft
Township: Range: Section:
Fill added above original grade:
-
Gravel Length:
• •
Well: ❑ New ❑ Upgrade
Gravel width:
5 Ft.
Number of lines:
1
Distance between lines:
NA Ft
Classification (Private, A, B, C):
Public Water
Total Depth:
Ft.
Cased to:
Ft
Total absorption area:
750+ Ftp
Pipe Material:
D3034 & F810
Driller:
Date Drilled:
Static Water Level:
Ft.
Installer:
South Fork
Date Installed:,r-,r-e,"JO/O/ o
Yield:
GPM
Pump Set at:
Ft.
Casing Height Above Ground:
Ft.
TANK
SEPARATION DISTANCES
_• Septic • Holding ■ S.T.E.P. ■ Other:
To
From
Septic
Tank
Absorption
Field
Lift
Station
Holding
Tank
Public/Private
Sewer Line
Manufacturer:
Anchorage Tank
Capacity:
1250 Gal.
Well
200'+
200'+
NA
NA
25'+
Mal:
Steel
St
Number of Compartments:
2
Surface Water
100'+
1001+
NA
NA
LIFT STATION
Lot Line
5' +
10' +
NA
NA
Size:
Gal.
Manufacturer:
Foundation
5' +
1 0' +
NA
NA
Pump on level at:
In.
Pump off level at:
In.
High water alarm at:
In.
Curtain Drain
NA
*501+
NA
NA
Pump Make & Model
Electrical Inspections performed by.
Remarks:
*none known
BENCH MARK
Location and Description:
Bottom of siding
Assumed Elevation:
1 00 Ft.
Engineer s Stamp
.,triN.VVtiviok in
4 :eV_ OF *AL. 111
by: KND Engineering Dates: 1st 10/8/2001
digrNInspections
0; 49114. .... •••• • ••
performed
Zed 10/1$/2901
0 •••NN.•.. • �•
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grd0/1z/OZ
Developme t Services Department Approval
Reviewed and approved by: Date: S ZL/OY
1/0-‘1'-,„ Kenneth M. Du
4Tp—i. , CE 7116 �•:44.1.
I4 9F0'••..•....••'
0
(Rev. 1bi00)
\,k�-r
a4e���:�� .-
AS—BUILT SYSTEM DETAILS/SITE PLAN
GLENN VIEW ESTATES WEST S/D, LOT 2, BLOCK 1
EXISTING '4'
BDRM HOUSE
7
A -C=15.7'
B -C= 34.9'
A -D= 18.6'
B -D= 33.3'
A-E= 55.1'
B-E= 69.2'
A -F= 53.7'
B -F= 32.2'
Q99.00
98.4$)
a as
EXISTING 1250 GAL
SEPTIC TANK
EXISTING PRIMARY FIELD
EN MT
0
15' TELECOM. &
ELECT. EASEMENT
Lot 2
40.002 s.f.
S
Permit SW010366
PID#051-793-02
SEPTIC •:
CALE: 1' = 50'
Loi
1
_mil=' ui I _
F.0.250 GAL .=oil _
41 SEPTIC �I_�:II:
1 TANK
lI II II= —
96.68 FINAL GRADE 98.33
IIMISITLLTCR DII�IHI-IICFII 1
dlbli IIII.N..l�
iT
"INSULT IOM
§"a
der
4'.
.AL• 4 e... i
11*49� /" *,
KENN' I S . _#
¢/EE -711 •• ,._re
1 4'k .ti"
DFESSIO'
96'
PREPARED FOR:
KEN LINDERMAN
P.O. BOX 670944
CHUGIAK, AK. 99567
(907) 622-9537
SCALE: NTS
V1IRICS
YS
96.20_t_
083.0.) toH
FIELD BOOKS
COMPUTED:
BOUNDARY: LANG
DRAWN: vBG
STAKING:
CHECKED: KMD
ASBUILT: LANG
DATE: 6/4/02
DWG. FILE:
GRID:
NW1459
AGAR FILE: 01072.DWG
.IDB No.: 01072
END ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-6111/FAX (907)696-8111
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
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 12.2001
Expiration Date: Sep 12, 2002
Permit Number: SW010366 Parcel ID: 051-793-02
Legal Description: GLENN VIEW ESTATES WEST PH 1 BLK 1 LT 2
Design Engineer: 0070 KND Engineering
Owner Name: Ken Linderman
Owner Address: PO Box 670944
Anchorage , AK 99567-0944
Site Address:
Lot Size: 40002 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
E Disposal Field Qd Septic Tank ❑ Holding Tank O Privy ❑ Private Well 0 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:
Issued By: By: /A ,
Date:
9-/Z
Date: 7-12 —01
Parcel I.D.
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South 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
as1-713-&2
Property owner(s) Ken Linderman
Mailing address (1) PO Box 670944, Chuglak. AK 99567-0944
Mailing address (2)
Dow- I
Legal description (Lot, Block & Sub'd.) Glenn View Estates West;lBlock 1. Lot 2
O
Permit Number SW 0 10366
Day phone 622-9537
Zip Code
Legal description (Section, Township & Range)
Lot Size 40,000+ AcrestSti Number of Bedrooms 4
'lo poa.
THIS APPLICATION IS FOR:
Sewer Only ® Well Only ❑
Sewer and Well 0 Water Storage 0
Sewer Upgrade 0
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi 0
Swimming Pool 0 Water Softening Unit ❑
Therapy Pool 0
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.
(Signature of property owner or authorized agent)
Permit Fees: 432.6 Waiver Fees:
Date of Payment: 091DS./01 Date of Payment:
Receipt Number: `7fo(oe Receipt Number:
(Rev. 12/00)
G
1l a1 10 ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-6111/FAX (907)696-8111
September 5, 2001
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, AK 99519-6650
Subject: New sewer permit — Glenn View Estates West, Block 1, Lot 2
Gentlemen:
Il
The owner has requested we proceed forward to obtain a septic permit on the subject
lot. On April 14, 1999 we dug one testhole for the proposed system. The results of the
test are attached. The general slope of this lot is from east to west at a grade of
approximately 0 - 3%. We have designed our system utilizing the testhole we
excavated for the 4 -bedroom house, which is proposed for this lot. The lot will be
served by public water. We propose to install a 5' wide shallow trench. Water was not
encountered during the excavation or monitoring.
There are no public or private wells within 200' of our proposed system location except
as noted. There is no surface water within 100' of the proposed system and there are no
known curtain drains within 50'. We do not expect there to be any adverse effect on
adjacent lots by the development of this system.
If you have any questions, please contact me at 696-6111/FAX 696-8111.
Respectfully submitted,
/MD Engineering
Kenneth M. Duffus, P.E.
Attachments: On -Site Sewer Application
Wastewater Absorption System Details/Site Plan
Soils Log/Percolation Test
WELL & WASTEWATER DISPDSAL SYSTEM DETAILS/SITE PLAN
GLENN VIEW ESTATES WEST S/D, LOT 2, BLOCK 1
Lot 7
:NUE
NO PUILTC VCLLS VITHIN 200' 7
PROPOSED SYSTEM
NO PRIVATE VEILS WAIN 200 ti
PROPOSED SYSTEM EXCEPT AS NOTCD
PC SEPTIC SYSTEMS WITHIN 200 Er
PROPOSED VEIL EXCEPT AS NOTED
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DESIGN DETAILS
4 BDRM X 150 GPD = 600 GPD
600 GPD/.8 GPD PER SO. FT. (3.20 MIN/IN.)= 750 S0. FT
(750/5'CW)) X .64CRF) (2.5' GRAVEL) = 96.0 FT. TRENCH
USE 1 TRENCHES - 96' (L) X 5' CV) X 2.5'(D)
Total depth of system Is 4.5' from original grade.
Total depth of grovel below distribution pipe is 2.5'
NOTES:
1. USE 1250 GALLON SEPTIC TANK AND INSULAT TANK IF <4' OF COVER.
2. INSULATE TRENCHES WITH 2' HD BURIAL FOAM.
3. CONTRACTOR WILL ENSURE MINIMUM 2%. SLOPE INTO SEPTIC TANK.
4. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE
MIN. 3' COVER IF REOUIRED.
5. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT
WELLS 6 SEPTICS.
r
Lot 2
Y Y
ROSS VOYLES AVENUE
PREPARED FOR:
KEN LINDERMAN
P.O. BOX 670944
CHUGIAK, AK. 99567
(907) 622-9537
FIELD BOONS
°0i'4AR^ LANG
LANG
LANG
DIC. IIS:
AEA° Tom: 01072.DWG
STAXNN3
ASDULT:
cDTIu1Ca
ORAS': VBG
acaca KMD
9/4/01
NW1459
01072
OA1E:
010
LO Na:
Scale: 1'= 100'
END
1 OF 2
}�
li�d�l D ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
v _ it
(907)696-6111/FAX (907)696-8111
•
WASTEWATER DISPOSAL SYSTEM DETAILS
GLENN VIEW ESTATES WEST S/D, LOT 2, BLOCK 1
tisk-1) l✓q TER
I.
15' TELECOM. &INE
ELECT. EASEMENT19.
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BDRM HOUSE
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PROPOSED 1250 GAL
SEPTIC TANK
TH#99-1/2
20' o MT
10'I IC9
• KENN DU
CE -7116
Nkizionssloo,
PREPARED FOR:
KEN LINDERMAN
P.O. BOX 670944
CHUGIAK, AK. 99567
(907) 622-9537
FIELD BOOKS ca uTD
°d""A" LANG
LANG
LANG
DC ,"t
STARMC
Amuar.
mum: VBG
OC CO KIAD
9 /4/01
NW1459
DATE:
AGD nc, 01072.DWG '10A "" 01072
Scale: 1'= 20'
ENDPAGE 2 OF 2
II NID ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
I! it
(907)696-8111/FAX (907)696-8111
KbV D ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
1
Performed for.
Project:
Depth
(Feet)
•..••NM••••
rn Kenneth M. Guff p W of
4 f) CE 7116 ��
SOILS PERCOLATION TEST f•I;e••P••••••... OF Pa��
Arctic Devco Date Performed: 04/19/99 ---
Lot 2, Block 1, Glenn View West TEST HOLE# 99-1/2
ORO - black, rootmat
1- .�ti
4, :a SM - red/brown, loose
2-
3-
4-
5-
6-
7 -
SM -slight gravel
SM - slight gravel w/ platelets
8- "J#'d%"S at bottom
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19 -
HOLE PRESOAKED
20- PRIOR TO TEST
B.O.H.
SEE ATTACHED SITE PLAN
FOR HOLE LOCATION
Was Ground water encountered? NO
Depth to water after monitoring? NO
What depth? NA
Date? 05/15/99
Reading Date Gross Net Depth to Net
Time Time Water Drop
1 4/19/99 1:44 - 5"
2 1:54 10 min 110/16" 36/16"
3 155 - 5"
4 2:05 10 min 114/16" 32/16"
5 • 2:06 5"
6 2:16 10 min 114/16" 32/16"
7 * 2:17 - 5"
8 2:27 10 min 114/16" 32/16"
9 • 2:28 - 5"
10 2:38 10 min 114/16" 32/16"
11 2:39 5"
12 2:49 10 min 1 14/16" 32/16"
• Water Added
Percolation Rate 3.20 (min/in) Pere Hole Diameter 6"
Test Run Between 3 feet and 4 feet
1, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
u ;
Municipality of Anchprage
On -Site Water and Wastewater Program
(907) 343-7904
r®.
SAr
ETY
_ g
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
Parcel1.D. 051-793-02
Expiration Date: 1 !
1. GENERAL INFORMATION
Complete legal description GLENN VIEW ESTATES WEST PHASE 1 BLOCK 1, LOT 2
Location (site address) 21401 LINDA JO CIRCLE, CHUGIAK, AK 99567
Current Property owner(s) CASEY & KATHLEEN JOHNSON Day phone
Mailing address GLENN VIEW ESTATES WEST PHASE 1 BLOCK 1, LOT 2
Real Estate Agent Day phone
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
4. TYPE OF WATER SUPPLY; TYPE OF WASTEWATER DISPOSAL:
Individual Well ❑ Individual
Individual Water Storage ❑ Holding Tank ❑
Community Class Well ❑ Community ❑
Public Water System ® Public Sewer ❑
WaiverNariance request for: Distance:
Received by: 4,...,4- 1,42e.s lG,,,_
COSA to be released to the engineer, unless otherwise requested by the engineer.
Date: I i/1 1/i
COSA Fee $ Sg(a ' 31&) ash Waiver Fee $
Date of Payment 11 /101/ 5 116 sobs Date of Payment
Receipt Number O2-Erb1 Ll bb3/1Receipt Number
COSA# OSCI 5 1(.92- Waiver#
t 4T TEMENT 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 ARCTERRA CONSULTING, INC.
Address 20441 PTARMIGAN BLVD., EAGLE RIVER, AK 99577
Engineer's Printed Name KENNETH M. DUFFUS
Phone 868-3791
11/09/15
Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. The assessment of the condition
of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface
conditions that may not be observed from the surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate
during the year and the water usage of the family being served by the system. The operational life of all well and septic systems are
subject to these various and dynamic characteristics and are outside the control of the
evaluator of the well and septic system. Therefore,
ArcTerra can not give any estimate of how long a
system will function satisfactory for current or future
occupants or can ArcTerra guarantee that no unseen
encroachments, deficiencies or discrepancies exist.
6. DSD SIGNATURE
17" -
By
System #1 Approved for
System #2 Approved for
Disapproved.
Conditional approval for
bedrooms.
bedrooms.
%rake) OF 44,16
KENNETH M. DUF
711e
yj,s
ase
�RDF'Ess 1011, i
\,t OF ANCyO ,,
bedrooms, with the followingpulations: 0'i,6.;
-z
O
WP�� WP. p�EK �9-, P
NIRS W s_
IE
3,f 1 vr 5t=
412
Original Certificate Date: / / Y
T - unicipality of Anchorage Development Services Division (DSO) 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
Septic System Advisory
Well Flow Advisory
COSA blue sheet_10-10-12.doo
Nitrate Advisory
Arsenic Advisory
Other
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: GLENN VIEW ESTATES WEST PHASE 1 BLOCK 1, LOT 2 Parcel ID: 051.793.02
A. WELL DATA — PUBLIC WATER
Well type If A, B, or C provide PWSID # Well Log (Y/N)
Date completed Sanitary seal (YIN) Y Wires properly protected (Y/N)
Total depth ft. Cased to _ft. Casing height (above ground) in.
FROM WELL LOG AT INSPECTION
Date of test
Static water level ft, ft.
Well production g.p.m. g.p.m.
WATER SAMPLE RESULTS:
Coliform _colonies/100 mL Nitrate mg/L
Arsenic: _ ug/L Date of sample:
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material SEPTIC / STEEL
Tank size 1250 gal.
Foundation cleanout (Y/N) Y
Collected by:
Date installed 10/1 31200Y S/mjn. a+,°
Number of Compartments 2 Cleanouts (Y/N) Y
Depression over tank (Y/N) N High water alarm (Y/N) N
Date of pumping tit (ger Pumper -324
C. ABSORPTION FIELD DATA
f4 . !Ma
Date installed Soil rating (g.p.d./ft2 or ft2/bdrm) 0.8 System type SHALLOW TRENCH
Length 96 ft. Width 5 ft. Gravel below pipe 2.5+ ft.
Total depth 6.25ft. (Measured 11/5/15) Eff. absorption area 750+fte 4Monitoring tubeY Depression over field N
Date of adequacy test 11-5-2015 Results (Pass/Fall) PASS For 4 bedrooms
Fluid depth in absorption field before test 0 in. Water added 680 gal. New depth 8 in.
Elapsed Time: 1200 min. Final fluid depth 0 in. Absorption rate >= 600+ g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date
D. LIFT STATION
Date installed
"Pump on" level at _ in.
Datum
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot
Absorption field on lot
Public sewer main
Size in gallons
"Pump off level at _ in.
Cycles tested
- PUBLIC WATER
Manhole/Access (Y/N)
High water alarm level at
Meets alarm & circuit requirements?
On adjacent lots
On adjacent lots
Public sewer manhole/cleanout
in.
Sewer /septic service line Holding tank
Animal containment areas Manure/animal excrete storage areas
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+
Water main 101+
Wells on adjacent lots 200'+
ABSORPTION FIELD ON LOT TO:
Property line 10'+
Property line
5'+ Absorption field 5'+
Water service line 10'+
Building foundation 10'+
Surface water 100'+
Water main 101+
Water Service line 101+ Surface water 100'+ Driveway, parking/vehicle storage 10'+
Curtain drain 50'+ (NONE KNOWN) Wells on adjacent lots 200'+
F. COMMENTS
*MIs eslsJ... {,'1r # 2.St into e4(-ecJnc oc tt
G. ENGINEER'S CERTIFICATION
I certify that t have determined through field inspections and
review of Municipal records that the above systems am in
conformance with MOA COSA guidelines in effect on this date.
Engineer's Printed Name KENNETH MINORS
Date 11109/2015
COSA canary sheet-6-15.doc
QFAL-1
Allitiomstriaw
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Elmore Road
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel 1 D 051-793-02
1. GENERAL INFORMATION
Complete legal description
71 -6t -e- idiADO
cosA#. 05C. cd,
Expiration Date: — 7 - / 3
f
(45"
GLENN VIEW WEST #1; BLOCK 1, LOT 2
Location(siteaddress) 21401 LINDA JO CIRCLE *EAGLE RIVER, AK 99577
Current Property owner(s) MIKE AND LORI LINDQUIST
Day phone 242-4272
Mailing address 21401 LINDA JO CIRCLE *EAGLE RIVER, AK 99577
Lending agency
Mailing address
Real Estate Agent
Mailing address
Day phone
Day phone
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 4
3. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class Well
Public Water System
15(
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
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 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 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 3/2-3A2-
Engineer's
/23J2_
Engineer's Comments:
In conducting this evaluation, GEG, LtD. 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 timeof the test, and separation
distances measured to readily identifiable features. The operational life of all wells and
septic systems depend on the local sons condition, groundwater 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 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 provide
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 sole 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.
5. DSD SIGNATURE
✓ Approved for
Disapproved.
Conditional approval for
bedrooms.
bedrooms, with the following stipulations:
vA
f A. Gorne.si Q
C 953 o
�za 17-e•e
d Profession& e
DO0000�—
By:
(Rev. 11/05)
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
Original Certificate Date: ia-
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Elmore Road
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: GLENN VIEW WEST #1; BLOCK 1, LOT 2 Parcel ID: 051-793-02
A. WELL DATA PUBLIC WATER
Well type If A, B, or C provide PWSID# Well Log (Y/N)
Date completed Sanitary seal (Y/N) Wires properly protected (Y/N
Total depth ft. Cased to ft Casing height (abo - round) in
FROM WELL LOG AT IN CTION
Date of test
Static water level ft ft
Well production g.p.m. g p m.
WATER SAMPLE RESU
Coliform colonies/100 ml. Nitrate mg./L. Collected by:
c: ug /L Date of sample:
B. SEPTIC/HOLDING TANK DATA
SEPTIC/STEEL
Tank Type/Material
Tank size 1250 gal.
Date installed 10/01-8/02
Number of Compartments 2 Cleanouts (Y/N) YES
Foundation cleanout (YIN) YES Depression over tank (Y/N) NO High water alarm (Y/N) N/A
Date of pumping 3/22/12 Pumper
C. ABSORPTION FIELD DATA
JR'S PUMPING
(BELOW EXISTING GRADE
Date installed 10/01-8/02 Soil rating (g.p.d./ft ) 0.8 System type SHALLOW TRENCH
Length 96 ft Width 5 ft Gravel below pipe 2.5+ ft.
Total depth *5.95 ft. Eff. absorption area 750+ ft2 Monitoring tube **YES
Date of adequacy test 3/22/12 Results (Pass/Fail) PASS
Fluid depth in absorption field before test 0 in. Water added 764 gal
Depression over field N 0
For 4 bedrooms
New depth 5.5 in
Elapsed Time: 1074 min. Final fluid depth 0 in Absorption rate >= 600+ g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE If yes, give date N/A
**MT ONLY EXTENDS 1.75' INTO DRAINFIELD
D. LIFT STATION
Date installed Size in gallons Manhole/Access (Y/N
"Pump on" level at in. "Pump oft" level - High water alarm level at in.
Datum Cycles tested Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot On adjacent lots
Absorption field on lot On adjacent lots
Public sewer main sewer manhole/cleanout
Sewer /septic service line Holding tank
containment areas Manure/animal excrete storage areas
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 5'+ Absorption field 5'+
Water main 10'+ Water service line 10'+ Surface water 100'+
Wells on adjacent lots 100'+PVT/ 200'+PUBLIC
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 1 0'+ Building foundation 1 0'+ Water main 10'+
Water service line *10'+Surface water 1 00'+ Driveway, parking/vehicle storage 10'+
Curtain drain NONE KNOWN Wells on adjacent Iots100'+PVT/ 200'+PUBLIC
F. COMMENTS
*ASSUMED BASED UPON PAST KND ENGINEERING INSPECTION REPORT & 12/12/02 COSA.
�060�QO`
G. ENGINEER'S CERTIFICATION
1 certify that 1 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 Printed Nam JEFFREY A. GARNESS
Date 3 /�.,3 /2
COSA Fee $ LIR 0
Date of Payment
Receipt Number
(Rev. 11105)
yt5-LD,
c
Waiver Fee $
Date of Payment
Receipt Number
MAR -23-12 09:59AM FROM -
JRs Pumping
PO Box 773615
Engle River, AK 90517
(907) 11 4-66Sd
11Billin9J2iorritatirtn____ TJ
Laurie Lindquist Jab Deacriptian:
Po Box 770806 P O. Number.
Eagle River, AK 99577
(907) 1389-6485
[Job Sita Int rrrtption
Laurie
21401 Linda Jo Circle
Chugiak, AK 99587
(907) 539-6485
Additional Location Comments: Diagram
#'s an 2 story -light blue home w/park
blue trim
Prow front wllerge garage
Septic cg front through yard -some by
wood line
Tank is 10' feet from house
Opine* Wet, 0-Ailira•
pfi k mi h -Janke_
YEnet)(,lo/A -
Service Type
Septic Sery 1000K
COW PO 0/mg-
Terms;
&ideated:
Map Soot
Cross Stroots;
Job Commotas:
T -591 P.002 F-828
Service Agreement
Number. 035351
Order Date: 21 -Mar -2012
Service Date: 22 -Mar -2012
Techniolan, Hoover
10008
Net 30 Tax rs: 0
Kafka Job Type: Repeat
Map Grid' 21
movies BIW
Last Seri '06/0312009— 10009
Need to De ^-•• A - M^
S:tptagram3ll6695.bsra
Qty Price Each
1 $195.00
ado
Tank
Jere
•
u Cs
Tax?
No
Gallons Planned: 1000
Gal. Actual 1000
Hose Length: 3
Double Tank C
Pump System: L'
Baffles Inlet El
Baffles Outlet 0
Extension Actual
$195.00 jq,,ssz c
Estimated Charges;
Actusf Charges:
Nonto:able Total
$186.00
Taxable Total
$0.00
Tax Total Grand Total
$0.00 $195.000
Customer agrees tO the terms and conditions shown. THIS ISA BINDING AGREEMENT.
//USi3/2 /M.--
Signature
gnature end Ttdo of Cuotomer Representative Pate
Accepted by JRa PNmPinp tg Date Aceeptsd
Per your added convenience we accept; DIcover. Vial and Master Card payments Over the phone.
After 30 Dayo account will be tumod over to COLLECTIONS. +50.00 For NSF Chocks Returned.
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Elmore Road
P.O. Box 196650
Anchorage. AK 99507
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 091 ` —tcj i— 0 a COSA # 1 nOO c l -
Expiration Date: 3 - 11
1. GENERAL INFORMATION
Complete legal description Lot 2: Block 1; Glenn View Estates West Phase 1
Location (site address) 21401 Linda Jo Cir. Chugiak, AK 99567
Current Property owner(s) Stephen & Beth Law
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing Address
Day phone 304-622.2098
Day phone
Mike Grace / Century 21
1015 E. 6th Ave. Anchorage, AK
Day phone 7274462
Unless otherwise requested, COSA will bo hold by DSD for pickup.
2. NUMBER OF BEDROOMS: 4
3. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
Individual Water Storage
Community Class Well
Public Water System
❑ Individual On-site
❑ Individual Holding Tank
❑ Community On-site
❑� Public Sewer
0
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 sample results. (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. 1 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 s a s Engineering
Address 15861 S. Birchwood Loop Chugiak, AK 99567
Engineer's Printed Name Robertasharer
5. DSD SIGNATURE
Approved for 1-f' bedrooms.
Disapproved.
Conditional approval for
By:
Phone 6942979
Dat
ra••••NMM
A. Slott
M► 14174 �,
4 'Fo ••••••••••14‘''�
,ZZOPEss
bedrooms, with the following stipulations
`4�p�•..n.&Cy
.• p'.
' �` • ON vITC •••' „
WATER AND : m:
s<
,,
WAS1hWA1tR :
PROnRAM
• •••
will OW
•'
s \\.
Attachments:
COSA Checklist X
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
(Rev 11/05)
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
v" • PO -C711 -Original Certificate Date: 3 - C / a
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Elmore Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: LeT o2) DIdJC I'L CatnJAJ VIELD EST. Parcel ID: 0751c-1'493
A. WELL
�DAATAA
Well type -rt�tSt-JC- If A. 8, or C provide PWSID #
Date completed _ Sanitary seal (Y/N) _ Wires properly pro • •d (Y/N)
Total depth ft. Cased to ft. Casin• • • t (above ground) In.
FROM WELL LOG T INSPECTION
Well Log (Y/N)
Date of test
Static water level
Well production g.p.m. g.p.m.
WATER SAMPLE RESU
Coliform colonies/100 mL Nitrate mg/L Other bacteria colonies/100 mL
Arse '•. _ ug/L date of sample: _ Collected by:
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Sepric SiEE-L
Tank size (13() gal.Number of Compartments 02
Foundation cleanoueN) 4E, Depression over tank (Y(f) D High water alarm (YRD
Date of pumping 05/6q Pumper Tr RS ✓ FNd; $,ve •
C. ABSORPTION FID.DATA
Date installedp 1�
Length I�P•V
Total depth j. br ft. Eff. absorption area 75041t2
Date of adequacy test rQ/ ' /IO Result >) ail) For bedrooms
n or'
Fluid depth in absorption field before test in. Water added R3 gal. New depth O l in.
rr
Elapsed Time: /90 min. Final fluid depth /s in. ' Absorption rate >= LO Y- g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y Nj+ type) IV U If yes, give date
ft.
Date installed 101/97/0
Cleanoutst t)
ft.
Soil rating (g.p.d./ft2orft2/bdrm) 0'8 System type St' 1
Width 5.0 ft. Gravel below pipe a.5 ft.
Monitoring tube Depression over field
D. LIFT STATION Kin
Date installed
'Pump on'. level at _ in. 'P
Datum
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO: 14 F} 'u WC_
Size in gallons
o e/Access (Y/N)
vel at _ in. High water alarm level at
Cycles tested
Meets alarm & circuit requirements?
Septic tank/lift station on lot
Absorption field on lot
Public sewer main
Sewer /septic service line
On adjacent Tots
On ad' a - • • s
in.
Public sewer manhole/cleanout
Holding tank
Animal c ent areas Manure/animal excrete storage areas
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
t r
Building foundation . 5 'I" Property line /0 A Absorption field 5 i
Water main 1 O st Water service line /0 •rl- Surface water /00 -
/
Wells on adjacent lots /00 4
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
r r i
Property line /0 s Building foundation /b f Water main /0 f
/ r
Water Service line /0 f urface water /Gtr f Driveway, parking/vehicle storage s f
OA
Curtain drain II . &) KO WWells on adjacent lots /00 4r
F. COMMENTS
G. ENGINEER'S CERTIFICATION
1 certify that I have determined
review of Municipal records that
conformance with MOA COS ' guid
Engineer's Printed Name
Date
gh field inspections and
aboveare
ct
es 1 e ct n h rs dat
COSA Fee $��'
Date of Payment
Receipt Number
(Rev. 11/05)
Waiver Fee $
Date of Payment
Receipt Number
•
,19•SLL 3.61,9 t.00 S
Lot 1
0
S 89'59'031N 131.98'
ROSS VOYLES AVENUE
NOTES:
1. THIS LOT IS SERVED BY PUBLIC WATER SYSTEM.
2. ORIGINAL 5/8' REBAR WITH YELLOW PLASTIC CAPS WERE FOUND AT ALL LOT CORNERS.
PLOT PLAN _ AS BUILT X SCALE 1' a 40' GRID NW 1459 Protect No. 10-014
Lang & Associates, Inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049
Registered Land Surveyors
kglanglsOalaska.net / JclanglsOalaska.net
907) 522-6476 Phone
907) 522-4625 Fax
I hereby certify that I have surveyed the following describedroperty:
Lot 2, Block 1, GLENN VIEW ESTATES WEST, Phan No. 1 (Plat No. 2000-42)
Anchorage Recording District, Alaska, and that the improvements situated thereon are
within the property limn and do not encroach onto the property adjacent thereto, that
no improvements on the properly lying adjacent thereto encroach on the surveyed
premises and that then ars no roadways, transmission lines or other visible
easements on sold properly except as Indicated hereon.
Dated this the ita Day of J.A,JLC j ,'Lot° , at Anchorage, Alaska
N 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.
%va. KENNETH . •CHIC• .
202
a
a
Municipality of Anchorage,
Development Services Department
--• . Building Safety Division .
On -Site Water -and Wastewater Program
• < =4700 South Bragaw St.•t.. .:•
P.O. Box.196650 Anchorage, 'AK„99519-6650
• • ; www.clanchorage.ak.us
' (907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FORA SINGLE FAMILY DWELLING
Parcel I.D. 0 51 -7 9 3 -02
1. GENERAL INFORMATION
Complete legal description
.HAA# yg0ZO6z /
Expiration Date: 12 (13 /aY
GLENN VIEW ESTATES WEST PH#1, BLOCK 1, LOT 2
Location (site address or directions)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing Address
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: _4_.
KEN LINDERMAN Day phone
PO BOX 30203, SPOKANE, WA 99223
Day phone
3. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class Well
Public Water System
Day phone
TYPE OF WASTEWATER DISPOSAL:
❑ Individual On-site
❑ Individual Holding tank
O Community On-site
Public Sewer
o
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional
civil engineer registered in the State of Alaska. Certificates of Health Authority 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 HAAs upon request to homeowners. Certificates of Health
Authority 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 sample results. (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.asTot :theivalidation date shown below, I verify, that my
investigation, based on procedures outlined In.:the ;Health Authority '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 KND ENGINEERING, INC. Phone (907) 696-61 1 1
Address 20441 Ptarmigan` Blvd., Eagle River, AK 99577
Engineers Printed Name Kenneth M. Duffus
Date 12/12/02
�'�"s111r%. 1
OFACA All .i
off?:-T1a>fu�R
/•..:
C- Kenr• . w�i'
5. DSD SIGNATURE s'•, cC 7126 / /�.''•
J 4 •V�s
V Approved for ", bedrooms. Q09Fo'••• .,•.,.,''��<--
Disapproved. 4�� `»�od��
Conditional approval for bedrooms, with the following stipulations:
B
Additional Comments
Attachments:
HAA Checklist
Septic System Advisory
Well Flow Advisory
X
\``�Ot.0.
kkk'',.. Y OFAlii ,
...-lto. 21----r!
ttt...•
ITE WATER AND •'
W.Q STCldI"
lnT=:"
lc': if;
PROGRAh1
- Jc,r,e,04'mac <;
Maintenance Agreements
Supplemental Engineer s Report
Other
eth Original Certificate Date: (21 /3/0
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
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: Glenn View Estates West Phase 1. B 1. L 2Parcel ID: 0 61- 7 9 3 - 0 2
A. WELL DATA
Well type Public If A, B, or C provide PWSID # Well Log (Y/N)
Date completed Sanitary seal (Y/N1 Wires properly protected (YN,
Total depth ft Cased to 1t. Casing height (above ground)
FROM WELL LOG AT INSPECTION
Date of test
Static water level ft. ft.
Well production g.p.m g,p,m.
WATER SAMPLE RESULTS:
Coliform colonies/100 m1. Nitrate _mg./I. Other bacteria _colonies/100 ml.
Arsenic: mg./I. Date of sample: Collected by:
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material septic/steel (Anch. Tent() Date installed 10/18/2001
Tank size 1250 gat. Number of CompartmentsZ Cleanouts (Y/N)
Foundation cleanout (YN) X_pepression over tank (YN)ILHigh water alarm (Y/N) N
Date of pumping NA - New system/tank Pumper
C. ABSORPTION FIELD DATA
Date installed 10/18/01 Soil rating (g.p.d./ft' or ft'/bdrm).QJ System type trench
Length 96 ft. Width 6 ft. Gravel below pipe 2.6 ft.
Total depth 41Q ft. Eff. absorption area 750+ 19 Monitoring tube ! Depression over field N
Date of adequacy test NA -New system Results (Pass/Fail) Pass For j._ bedrooms
Fluid depth in absorption field before test in. Water added__ gal. New depth in.
Elapsed Time: min. Final fluid deptt_in.
Absorption rate a= g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date
D. LIFT STATION
Date installed NA Size in gallons Manhole/Access (Y/N)
Pump on level at in. Pump off level at in.High water alarm level at
Datum Cycles tested
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on to On adjacent lots
Absorption field on lot On adjacent Tots
Public sewer main Public sewer manhole/cleanout
Sewer /septic service line Holding tank
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line _5_1_± Absorption field 5 ' +
Water main 10'+ Water service line 1 0' + Surface water 1 0 0' +
Wells on adjacent lots 200'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation 1 0 ' + Water main 1 0 ' +
Water Service line 10'+ Surface water 1 0 0' + Driveway. parking/vehicle storage
Curtain drain 50'+ Wells on adjacent lots 2 0 0 ' +
F. COMMENTS
Meets alarm & circuit requirements?
House has been under construction over the past year with no inhabitants. 4'e, OF A
G. ENGINEER S CERTIFICATION•
i. y
I certify that I have determined through field inspections and
review of Municipal records that the above systems am in
conformance with MOA HAA guidelines in effect on this date.
Engineer s Printed Name Kenneth M. Duffus
Date 12/12/02
HAA Fee $375.00
Date of Payment 12/12/02
Receipt Number 29N//
(Rev.12/01)
Waiver Fee $
Date of Payment
Receipt Number
Ns
..4
timumb m.
�j qty,
4 e'ti CE 71
ROFESSIO' _,
0
0
1'.
15' TELECOM. 8
�7-ELECT. EASEMENT
/'
4\
1
1
L • 31.68'
R•50.00'
L • 29.49'
R • 50.00'
\
6.6' - 9.0'
1
it 1
CPI. I
t — SEPTIC CLL./CUTS
I
I
•
P
39.9
I L -31.39'
- ji•20.c0'
Cs.N.-
12.0'
e0.9'
Lot 2
40,002 s.f.
RN
v; Lot 1
m
S 89'59'03'W 131.98'
ROSS VOYLES AVENUE
. FWNoCrt t4 '�' crnc. iv> tui' -t
PLOT PLAN _ ASBUILT .S. SCALE I. • 'a' GRID NW 1459 Project. No. 01-137
Lang & Associates, inc. '11500 Daryl Avenue, Anchorage, Alaska 99515
. . _ (907) 522-6476 Phone �.