HomeMy WebLinkAboutT12N R4W SEC 10 LT 4 PTN (70' X 544')T12N R4W
Sec 10
Lot 4 PTN
#011-111-02
. .. Municipality of Anchorage • .
Development Services Department?�
"ft Safety Division
On-Site water and Wastewater Program, 4700 S. Bragaw St.
P.O. Boz 1%650 Andiorage. AK 995IM50 Page of
,Nvw.d.andgrape.ak.us (W7) 343-7904
ONSrrE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number. Sw O f1931-+PID Number. OI —111 — O Z
Clarence Q
Wastewater System: ❑NewUpgrade
9153 . 0"'Ave
ABSORPTION FIELD
F+� FL.�e.ara.Qomc
73
p ./ DrFTnraoVvaor Taro ❑a.a ❑rwm 00F .
LEGAL DESCRIPTION
suLwry
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a� PTN 7�L 75=1111)
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Tawe¢ I2 N a.,a' 4 W a.m" l0
4 FL (o FL
Fd.aa.°'°°"'°"P"'°"°" G" Lwgft
—Z Fl. Z/s Fl.
Well: £.xj5t, ❑ New ❑ Upgrade
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TANK
FL F,
SEPARATION DISTANCES
PfSeptic ❑Hddirg ❑S.T.E.P. OBier:
To
Septic
Absoroon
Lift
Hoklkg
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Station
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+ 101
.:
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BENCH MARK
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%�P.�E.�F !4
Inspections Lzcs Spur
performed by: R�>Ln Dates: 1~ to ore
Dates:
i :49TH
Development
Services Department Approval
?d �Aas E 5.5uF Q A�::
Conditional Approval by:
I
/Date:
Reviewed and Approved by: f c' . Date,/ Q-1-7-0
I lc`AF�
I
W
REPLALYED
EnsTANKS PCR AWCODE \
rOT 4 "C WALLED fOUNDAWN CO.
ll Ab�o+�ne�
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I �c7un tied
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LOT 13
0 Eyn
I I
#MNM 1000 CAL SM TAMC
., lR£NCH LENGTH 48 fM
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TRENLYI DEPTH farm
LEVEECOVE FE
R , D ` a4 FEET 6 Fur LOT I
(� COVER
I Area Ic� I y Area I� I I
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C 12
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0 72.5
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E 91.5
81.5
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G 101
91
H 149
141
1 151
142
WEST 80TH AVENUE
I
LOT 15 A K I E
49th ,.ti
�fNo. CE -11500 � 'Ar
25 0 25 50 75 loo 125 150
SCALD 1' = 50 FT. ����•�����
SPURKLAND ENGINEERING T12N R4W SEC 10 LOT 4 SEPTIC SYSTEM DESIGN
203 W 15TH. AVENUE DATE: OCT. 16, 2006
ANCH. AK. 99501 CLARENCE 11AKK
907 279-3916 1 4753 W. 60TH AVENUE SHEET • 2/3 GRID: 2224
PERMIT # SVO60317 PID # 011-111-02 T12NR4VS10L42.DVG
Standard Trench,
2'
Wide
48'
Long
10'
Deep
6.0'
Sewer rock
4'
Cover
NO SCALE
95.6'
slit
ELEV.= 89.3' L&
6.0 Ft of Septic Rock
Effective
O o 1000 gat Septic tank
o
c
c
a
a
F
o
w
a
C
3
V
Monitor
Cleanouts
4' Cover
ELEV.= 101'
49th ••`: ��
•CARS SPURKLAND
f% No. CE -11500 •r.'` �
A B B II £LEV.4101'
NO SCALE
ELM= 833'
1000 gal. septic tank
BENCH MARK SW CORNER CAR PORT SLAB
ASSUMED ELEVATION = 100'
lSPURKLAND ENGINEERING T12N R4W SEC 10 LOT 4 SEPTIC SYSTEM ASBUILT
203 W15th Ave CLARENCE BAKK DATE, OCT. 16, 1006
Anchorage Ak 99501 4733 W. e07H AWWf SHEET, 3/3 GRID. 2636
I PERMIT / SW060317 PARCEL ID / 011-111-01 T11NR4WS10L43DWC
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 8 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Sep 28, 2006
Expiration Date: Sep 28, 2007
Permit Number: SWO60317 Parcel ID: 011-111-02
Legal Description: T12N R4W SEC 10 LT 4 PTN (70' X 544')
Design Engineer: 0007 SPURKLAND ENGINEERING Site Address: 004753 80TH AVE W
Owner Name: CLARENCE BAKK Lot Size: 38080 SO. FT.
Owner Address: 4753 W 80TH AVENUE Total Bedrooms: 3 Permit Bedrooms: 3
ANCHORAGE. AK 99502-4106
This permit Is for the construction of:
❑7 Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specked in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations (18AAC80 ).
3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 (24 hours ). ( Not required for a Water Supply Permit only).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Issued By:
L S
Date: q Z
Date: q z d °
\ Municipality of Anchorage
Development Services Department
Building Safety Division
Onsite Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
www.muni.org/onsite
(907) 343-7904
ON-SITE SEWERMELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. bh- I 11'102-
p •'I'. ` J
Property owner( PIICan.e BAk Dayphone 243-l4449
Mailing
Code 99soZ
Site address 5 � m Q_ Zip Code
Legal description (Sub'd., Block & Lot) 11 i N RZqW &,c 10 LJ A
Legal description (Township, Range & Section)
Lot Size ?)% ()SO Sq. Ft.
THIS APPLICATION IS FOR Q all that apply):
Absorption Field R
Septic Tank
Holding Tank ❑
Petry ❑
Private Well ❑
Water Storage ❑
Number of Bedrooms 3
THIS APPLICATION IS AN:
Initial
❑
Upgrade
Renewal
❑
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 prbperty owner or authorized agent)
Permit/Rush Fees: Waiver Fees:
Date of Payment: o'ts Date of Payment
Receipt Number. �o 79 Receipt Number.
(Rev. 11105)
&0
SpuMand EngWmN
Environmental Consulting and Design
SEPTIC SYSTEM DESIGN
T12N R4W SEC 10 LOT 104
Municipality of Anchorage
Development Services Department
On Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, Alaska 99519
September 21. 2006
We are submitting an application to upgrade septic system for this lot. The submittal consists of three (3) drawings
showing the present improvements on the lot and the adjoining properties, (sheet 1/3), the proposed improvements of the
lot, of which only the septic system is subject to this permit application, (sheet 2/3), and a schematic of the septic system,
(sheet 3/3). Soil logs and percolation tests of applicable test holc are also enclosed. The septic system design is based
on the following:
No Ground water to 16 feet.
Soil Rating. From Testhole 9/5/06
4.1 min - 12 gal per sq-ft/day
No. of Bedrooms 3
Required Area per Bedroom: 150/12 -125 sq -
ft -Total area required: 125 x 3 - 3.75 sgft
Bottom Rock At 10 feet
Top Rock At 4 feet
Rock Depth 6 feet
Total Bed Length 375 /12 - 31.3 feet
USE 40 FEET
SYSTEM CONFIGURATION
1000 GALLON SEPTIC TANK W/ DEEP TRENCH
TOTALLENGTH 40 FT
TOTAL WIDTII 2 FT
TOTAL DEPTH 10 FT
ROCK DEPTH 6 FT
COVER 4 FT
The installation of this septic system will not prevent wells and septic systems from being installed on the adjacent
lots. There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots.
The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface
runoff will not result from this installation.
203 West 15te Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916
Fax: (907) 276-6013, SpurklandEng@gci.net
SAND
I A K I
VEST 80TH A VENUE
LOT 15 I I
ELOT 16A I D
J K E I ..•gip
I.. i...
�� nn N D/ — I S.
z,
50 0 50 Ile 150 200 250 3w •• ''
SCALE+ 1' = 100 Fr
49th ,
SPURKLAND
SPURKLAND ENGINEERING T12N R4W SEC 10 LOT 4 SEPTIC SYSTEM DESIGN
203 W 157H AVENUE CLARENCE BAKK DATE.• SEPT. 21, 2006
ANCH. AK. 99501 4753 W. 80TH AVENUE SHEEN 1/3 GRID: 2224
907 279-3916
PERMIT #SV020XXX PID k 016 -141 -XX T12NR4VS10L4LDVG
REPLACE WELL CAP
ABWDON LOSING TA Wel
L 4
1 AVSIAl1 FOUNDAIXM' G0.
-¢- jYell t
I
I ION. Pd'f SLOPE //I' PCR LOOT
LOT 13 PMUATr UNDER PARKRAO AM
1
kWAU 1000 CAL Srra TANK
TRENCH LENGTH 40 FEET
TRENCH MH 2 FEET
TREMM DEPTH /OFEET /
LEVEL ROCK DEPTH 6 9ET `v LOT 1
COVER 4 FEET
(� Se septic I
I y Areglc� I
I 1
";Z -
WEST
WEST 80TH AVENUE
S/ o"I, ...all
OF
LOT 15 A K E : ��P�E,........�••���.
1 I
SU i♦ rci.`
49thND /..
.............:.•.�_LAtS PURKLAND
�
I�j :t�j No. CE- t5bo�O ♦i
25 0 25 50 75 100 125 J50 •••1'f ,"'O,�' �••
SCALES 1' = 50 FT.
SPURKLAND ENGINEERING T12N R4W SEC 10 LOT 4 SEPT.- SYSTEM DESIGN
103 W 15TH. AVENUE CLARENCE BAKK DATE. SEPT. ?l, ?006
ANCH. AK. 995014753 W. BOTH AVENUE SHEET.• 2/3 GRID: 2224
907 279-3916
PERHIT N PID k T12NR4WSl0L42.DWG
O O ---0
Wide
N
p 1000 gal Septic tank
r.
p
r
c
D
a
CV
d
Sewer rock
4'
Cover
a
a
o
U.
Standard Trench:
Sit t Ba
6.0 ft of Se
Effective
2'
Wide
40'
Long
10'
Deep
6.0'
Sewer rock
4'
Cover
NO SCALE
-05
49th
SPURKLAND
NU JLnLc
SPURKLAND ENGINEERING T12N R4W SEC 10 LOT 4
203 W15th Ave CLARENCE BAKK
Anchorage Ak 99501 4753w. dont AVENUC
PERMIT I SW0600XX PARCEL ID
SEPTIC SYSTEM DESIGN
DATE- SEPT. 11, 2006
SHEET: 3/3 GRID, 26:
T12NR4WSIOL43.DW0
Municipality of Anchorage
Development Services Department
Building Safety Division
�r On -Site Water and Wastewater Program
4700 South Bragaw SL
P.O. Box 196650 Anchorage, AK 995198650
www d anchoraoe.sk.us
(907) 3437904
Soils Log - Percolation Test
Perforated For. Clarence ?>A\e Date
e- OF At \�
r49TH w
10 ��.�c-Y-
, IAAS E'S`0L'0RKtAND`
Legal Description: MIN RAW 'SEC 10 LOT4 Township, Range, Sedan: _ ^
rig
WAS GROUND WATER
A'D
ENCOUNTERED?
,V
Depth to Water
s
IF YES, AT WHAT DEPTH?
L
O
Depth to Water After
I P
I5.5
Monitoring?
E
Date:
'I 2 Oto
e.I V I e.
Reading
Date
Gross Time
Net Time
Depth to Water
Net Drop
9 5 06
Z:44 r,
O
(Alb
It
'Z: 51 PM
10 Ntin
6131x"
31;�1H
35ra"
If
3:04 em
20
6117-"
u
31/2
35/8
It
3: Ill P^
3D ALirL
6"f(u
r
2. -*/8 n
3 sht."
It
3:21 PM
90 wl;A
1311t. 0
3'/a t.
41/7- "
Is
3:31 P'"
So N1iH
i t6"
4 5 !t
yill u
It
3,4y FM
too w"n
Z
PERCOLATION RATE PERC HOLE OLOWLTen b
11'' TEST RUN BETWEEN �_FT AND (a FT
COMMENTS Pn SOLLVf � 2K I2tn
PERFORMED BY: bf3 ..7 ILMI I CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WTTH ALLSTATE AND MUNICIPAL GUIDELI ES IN EFFECT ON THIS DATE. DATE: 40— o (o
L.5,
-\ Municipality of Anchorage
1 Development Services Department
Building Safety Division
On -Site Water and Wastewater Program `
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650 w
www.muni.orglonsite �y7
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. _ 01 1- 111- 02 COSA #_ 0 006( Q
Expiration Date: — 1!9-n-7
1. GENERAL INFORMATION
Complete legal description T129 R9W SEC 10 Lof 4 PTty /10'x 590
Location (site address) — 4753 W, S3O k Ave.
Current Property owner(s) _ Cl arpr�c e [Iia ik Day phone
Mailing address
Lending agency Day phone
Mailing address
Real Estate Agent Day phone
Mailing Address
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS:
_3
3. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
Individual On-site
IR
Individual Water Storage
❑
Individual Holding Tank
❑
Community Class Weil
❑
Community On-site
❑
Public Water System
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) issues Certificates of Onsite 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 dale 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 engineers work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, 1 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 Sn r �anA &c ivip rima Phone 239.39/6
_ U •..
Address
Engineer's Printed Name
5. DSD SIGNATURE
L/ Approved for
Disapproved.
3 bedrooms.
Date id /c oG
of Atq
i
RSE.SPUP,KLAti%
lolst o6.••'�r
(lj;\oP�p`�P��
Conditional approval for bedrooms, with the following stipulations:
Attachments:
COSA Checklist X
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
(Rev 7105)
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other _
Original Certificate Date: I — 9 — O
Municipality of Anchorage
Development Services Department
Building Safety Division
On -She Water & Wastewater Program
4700 Bragow Street
P.O. Box 196650
Anchorage, AK 99519-6850
www.muni.orglonsne
(907) 3437904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Desciption: TI'2/V RAW S enc. l0 L OT A PW ii0� x SY4�Parcel ID: 011-14-02
A. WELL DATA
Wen type frLv7 k0— If A, 8, or C provide PWSID 8 = Wail Log (YM) Al
Date completed 41L Sanitary seal (YIN) i Wines property protected (YM) Y
Total depth 7140 ft. Cased to >'/O fL Casing height (above ground) i 2 In.
FROM WELL LOG AT INSPECTION
Date of test 4 K –—
Static water level UK ft. 12co R
Wan production 14K g.p.m. 4 9 -P.M.
WATER SAMPLE RESULTS:
Coliform_ res/100 mL Nitrate AQ rrot Other bacteria 2 colonies1100 mL
Arsenic: J_ ~� L Date of sample: ±Ic 0fo Collected by: Lr 5•
B. SEPTICIHOLDING TANK DATA
Tank Type/Materiel n 51 Data Installed ICIS 0 (o
Tank size 1000 gal. Number of Compartments Cieanouts (YIN)
Foundation cleanout (YM) —Y-- Depression over tank (Y/N) /1/ High water alarm (Y/N) NIA
.Dateofpumping Nityj Pumper —
C. ABSORPTION FIELD DATA
Date installed l cV Sal rating g.p.d. r 42/bdrm) 1.2 System type De,o T�enc%
Length 40 ft. Width 2 fL Gravel below pipe ft.
Total depth 10 ft. Eft. absorption area 53aft' Monitoring fibs `L Depression over field Az
Date of adequacy teat Anew Results (Pass/Fan) — For — bedrooms
Fluid depth in absorption field before test — in. Water added gal. New depth in.
Elapsed Yana: — min. Final fluid depth — in. Absorption rate >= I g.p.d.
Any rejuvenation treatment (past 12 mo.) (YM &type) MW If yes, give date —
D. LIFT STATION
Data installed Size in gallons Manhole/Aceesa (y/N)
'Pump on' _ in. 'Pump o1P leve _ in. High water Is in.
C Meets tlrcuil requiremerhs�
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic lanknift station on lot > 100'
Absorption field on lot >100,
Public sewer main �VA
Sewer /septic service tine >2S `
Animal containment arms >50r
On adjacent lots >100 r
On edjaoent krts >1008
Public sewer manhoie/deanout
./A
Holding tank NSA
Manure/animal excrete storage areas >/00 r
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Buildingfoundation >So` Property line >/0r Absorption Bell > fo`
Water main V A Water service line > 50' Surface water > too'
Wena on adjacent lots > foo r
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
r
Property tine > f 0 Building foundation >508 Water main N/A
Water Service tine i50 Surface water > foot Driveway. partniMnicie storage 3 t
Curtain drain N A Wolfson adjacent lets W00'
F. COMMENTS:
O. ENGINEER'S CERTIFICATION
I cer* that I have determined through Neid inspections and
review of Municipal records that the above systems are in
conformance with MOA COSH guidelines in se1fffect ton this date.
Engineer's Printed Name Lives reurtrl2r {
Date te�lr.,0�
COSA Fee S T It. 0'9
Date of Payment (WI N OF
Receipt Number 0�
(Rev. 1 tmm)
Waiver Fee $
Date of Payment
Receipt Number
gfc.0F„q<q Til
iof- �9
49TH
i
i�D..
ALARS E. PLR<LAND;1
VFS
SCS ReEN
1064771001
All Dates/Times are Alaska Standard Time
Client Name
Tobben Spurkland P.E.
Printed Date/time
08/28(2006 8:09
Project Name/#
W 80th Ave
Collected Datdfime
08/16/2006 11:45
Client Sample ID
W 80th Ave
Received Daler ime
08/16/2006 12:23
Matrix
Drinking Water
Technical Director
Stephen C. Ede
PWSID
0
Samplc Remarks:
Parameter
Results PQL
Metals by ICP/MS
Arsenic
71.1 • 3.00
Waters Department
Nitrate -N
ND 0.100
Allowable Rep Analysis
Units Method Container ID Limits Date Date Init
ug/L EP200.8
mg/L EPA 333.2
C (<10) 0822/06 0823/06 SCL
B (<10)
08/16/06 ALR
Microbiology Laboratory
Total Coliform IOB. NoColi col/100mL SM209222B A (<I) 08/16/06 TLF
Municipality of Anchorage
� .vim Ms°•
• '� Development Services Department,<.,
Building Safety Division '
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
Arsenic Advisory
Certificate of On -Site Systems Approval # 060518
A Certificate of On -Site Systems Approval inspection and test. of potable
water was recently conducted on the well water supply on Block , Lot
of T12N R4W Section 10 Lot 4 PTN [70' x 544] Subdivision. This
inspection revealed an arsenic concentration of 71.1 micrograms per liter
(ug/L) for the property's well water sample. The Environmental Protection
Agency (EPA) has established a maximum contaminant level (MCL) of 10.0
ug/L for public drinking water systems. While private wells are not subject
to this regulation, EPA standards are based on existing health information
and can therefore be used to gauge the relative quality of water from private
wells. Information on arsenic is available from the On -Site Water and
Wastewater Program website (www.muni.org/onsite) or at 343-7904.
This advisory must be attached to all copies of the subject Certificate of On -
Site Systems Approval.
SAND LAKE
approximate
edge of water
DOCK
Witness
itnesso0
0
pCorner
0
q
ZAN
0
EAST PTN
Lot 4
C;
0
Ln
CY)
24.3- 0 LOT 1
cS �a
Ln
P
't
0
16.1
ExisnNG r� 12 N
BUILDING
N,
39.7
;- 2 _COVERED
WEST PTN
PAR PORT
C3 I?
OT 4
L
LOT 13
EkiSnn
.-GRAVEL
DR1
SHED
SHED
000OF
A
❑
GUY
9 LH
.......... ... . .............
. . ...........
�
589*56'38"W
70.00' q
A n I h 10J., offman.- 0
ts 2 kmo
WEST 80th AVE.
pa........... .
�
�\rof, n0% \A
,
NOTE: I)BASIS OF HORIZONTAL CONTROL & BEARINGS PER PLAT NO. 93-118
2)THIS DRAWING IS NOT TO BE MODIFIED FOR USE AS A PLOT PLAN.
Legal Descril tion: AS-BUILT
Ordered Br Clarence Bokk
Portion of Lot
4,
Legend: Set Fnd Septic Standpipe OS
T12N, R4W, SECTION
10
5/8'RB W/CAP CO 5/8* RB 0 Water Well 0
Fence—x, LM2.'�girti
3.25' ALMON. QkMONUMENT -(V Ught Pole
EXCLUSION NOTES. It Is the Owners responsibility to determine the
CMNItemEll
existence Of any easements. covenants. or restrictions which do not appear
an the recorded subdMslw plot. NOTE: Under no circumstancesLhOuld any
data hereon be used far construction or for establishing property'llnes.
LAND & CONSTRUCTION SURVEYORS-PLANNERS-ENGINEERS
SURVEY CERTIFICATION: LANTECH has conducted a physical survey of this
440 West Benson Boulevard, Suite 200
Anchorage. Alaska 99503
Phone: 562-5291
property as shown an this drawing and that the Improvements situated
thereon are within the property lines and no encroachments exist other
Fax: 561-6626
than noted.
Plot: lGrid: SW2224
Oats: October 18, 2006 IlDro" Br NRB
Work Orden. 2006L257A Fb/Pg: Ref:
2006LI88
iscole:
1*-60' lChecked By. APH