HomeMy WebLinkAboutSTUCKAGAIN HEIGHTS #1 BLK 1 LT 2tuc
kagain
Heights #1
Block 1
Lot 2
#041-021-30
Municipality of Anchorage ,,_ ..��
,1 Development Services Department ,e'-_ :_`o
Building Safety Division —
St.
On -Site Water & Wastewater Program, 4700 South Bragaw , ..: , ,
- 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
SW030309 PID Number: 041-021-30
Permit Number:
Name: Wastewater System: ■ New ❑ Upgrade
PATRICK & LISA KELLY
Address:
2151 DAWN LIGHT COURT *ANCH. AK, 99501
ABSORPTION FIELD
Phone: No. of Bedrooms:
3
N Deep Trench El Shallow Trench O Bed Mound ❑ Other
(907) 350-8875
Soll Rating: Total Depth from original grade:
11
LEGAL DESCRIPTION
1.2 CPD/Sq. FL FL
Block: Lot: Subdivision:
Dtepth to pipe bottom from oAginol grade:
Crawl depth beneath pipe: 6.94 R
1 2 STUCKAGAIN HEIGHTS #1
4.06 n
Township:Range: Section: -
FID added above original geode:
Growl length:
35 rL
-
,N wldth:
Number of Dna:
Distance between Ines:
WELL: ■ New ❑ Upgrade
2.5 FL
1
— FL
Claseiflcotion Private, ".C):
ted To:
Total absorption ono:
490
i'Ue '
D 3034/ F-810
PRIVATE
109 ft
sae n
DNler.
;4;to#
static Water Level:
beelallter.
HOME SERVICES
ate. inetOl�'
10/21-22/2003
ALPINE DRILLING
78 FLA+
Yield:
Pump Set At Above Ground:
TANK
50+ GPM
UNKNOWN 2 Ft
SEPARATION
DISTANCES
■Septic ❑Holding OS.T.E.P. ❑Other
Septic
Absorption
Uft
Holding
Manufacturer.
ANCHORAGE TANK
capacity in gallons:
1250
Tank
FSeld
Station
Tank
ager Unete
Sewer /theeMaterial:Number
of compartments.too'+
ffWell
too'+
—
—
25'+
STEEL
2
100'+
loo'+
—
—
—
LIFT STATION
Size N gallons:
Manufacturer.
Lot Une
5'+
10'+
—
—
—
Pump on level at:
rep 0 a<:
High water alarm oL• •
Foundation
5'+
1 o'+
—
—
—
Pump Mob del:
oectkal brpoctione performed by:
Curtain Drain
NONE KNOWN
BENCH MARK
Remarks:
Location and Description:
TOP OF CONCRETE FOUNDATION WALL
NEAR POINT "C"
Assu're'd Elevation. 106.30 Ft
ENGINEEIrS SEAL
4
� OF �
.
o
..S�4
�Q' . ••'i -pp
0 �` .�0
AKWWC, INC. 10 21 2003
Inspectionsperfo�medby: Dates: / /
�••••�••••• •• ••••• ••••••�
2nd 10/21/2003
3rd 10/22/2003
Gar ss.-
Development Ste ices Department Approval
OQp�� o^•. 79 cAQ40
Reviewed and approved by: Date: , r
��Od Orotessian°oma
0000004
(Rate. tz/ot)
PERMrr NUMBER:
SW030309
AS -BUILT DRAWING
PARCEL ID NUMBER:
041-021-30
/ /
/
A
8
/
FCO
14.94
—
ST1
42.47
61.00
ST2
49.86
67.11
/
DBL1
52.10
69.02
/
DBL2
54.07
70.73
/ 1pp,
MT1
68.70
94.30
kf( NEW
C01
68.90 1
94.98
Us WELL
MT2
92.40
101.61
' :.' •'
r
CO2
93.95
103.20
NEW DRAINFlELD
FCbI 3047•••;•' �•«,
DBL2 ca
THII / DBL1 M '�
1 `
N 1250 GALLON
SEPTIC TANK
SrrE
i
DATE: op�o04
11/17/2003 F p
00,
�. DRAWN 81: O
. 7 7 J.L.M.
ALAS JCA «A 1. E' ll & N AST I M A l LR SCALE: o
CONSULTANTS. INC.40 N `�*
...w. v ,.w ..n,,,,.>... ,..�..., k«.«,,._.....m : w., .., .,.
3701 E. TUDCR ROAD. SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907)331.6179 • FAX (907)338.32L6
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: .••. ,•,,,,
LISA & PATRICK KELLY (907) 350-8875 2 OF 3 Q '•. a ey G me s.. `
LEGAL DESCRIPTION: a4�0Oi� C — 95 '• \G
STUCKAGAIN HEIGHTS SUBDIVISION #1; LOT 2, BLOCK 1, Q o ad
TYPE OF WORK: Y 001proressio�� 00
AS—BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM �OOOoo��
PERMITNUMBER: AS -BUILT D RAW I N G PARCEL ID NUMBER:
SWO
SWO3O309 041-021-30
FINAL GRADE
97.83-98.45
TOP OF TANK AT 5T1 Sit
INLET - 93.80 '-\ n p�ET T 93.75
TH
INVERT OF BUNG AT_/
INLET - 93.27
FINAL GRADE
w 95.86+
RELATNE ELEVATION OF BOTTOM OF
TEST HOLE - 78.00 (TEST HOLE DRY)
NEW 1250 GALLON
SEPTIC TANK
\_iNvERT OF BUNG AT
OUTLET - 93.01
ORIGINAL GRADE
93.50-95.50
FABRIC
INVERT OF PIPE
- 91.44 (AVG.)
BOTTOM OF
TRENCH
84.50 (AVG.)
DATE:
11/17/2003
DRAWN BY:
ALASKA «'ATIM & «'ASTr«'ATI'sR C.J.G.
sem`
CONSULTANTS. INC.-- ^-^�'^'"" '^" _
37, F TU=P FOAO. SUTE 10, . ANCHCFAU. Ai 99507 . PHONF (0071357.6:79 • FAX (907)539.324.6
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
LISA & PATRICK KELLY (907) 350-8875 3 OF 3
LEGAL DESCRIPTION:
STUCKAGAIN HEIGHTS SUBDIVISION #1: LOT 2, BLOCK 1
TYPE OF WORK:
AS—BUILT DRAWING OF NEW SEPTIC SYSTEM
...I .. . ... .... .... .....
ey . G rnes r
o C 795
o`�Pa \ FSov
o i e s slo�000
:' N04-04-03 TUE 12:17 PH I P.01
X-:� if. 6'i TD r.'iUA .t t Of I y� i%�J•
Municipality ' of Anchorage
.• Department of Health and Human Services
825'L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
Rick Myst. om h=:1twww.ei.anch0M9@.ak.us
Mayor -...... .. -
Permit Number. #SW 030309 Date of Issue: 8-93-03 Parcel Identification Numher: Oaz-421_30.
]lgi. $ta"': o -19_r» "Date Co, wl: ied: 949-03 Is tiill 1Cn fitGi !,i bf.)OfAvrii np.7t,ir i .noti�. o rv, v_ f1 ���
Legal Description: Stugkaoain NQts # 1 Block 1 Lot 2
c roperty Gwucr Name dr Address: Lisa & Patrick Kelly
2151 Dawn Lite Court
Anchorage. Alaska 99501
Borehole Data:
Soil Type, Thickness L, Water Strata
Depth (ft)
From To
Method of Drilling ® air rotary ❑ cable tool
Casing type: steel
stick-up
0
2
Wall Thiclrness:..250 inches
silty gravel
2
21
Diameter 6 inches Depth: L feet
gravelly silt
21
85
Liner Type:
silt
silty water sand &gravel
water sand &grave!
85
98
907
98
107
109
Diameter. inches Depth: feet
Casing stickup above ground: 2 feet
Static water level (from ground level): 78 feet
pumping level: •109 feet after
2 hours pumping 50+ gpm
Recovery Rate: 50+ gpm
Method of Testing: eirlift
Well Intake Opening Type: .
® Open End ❑ Open Hole '
❑ Screened Start feet Stopped . feet
-
❑ Perforations Start feet Stopped feet
Grout Type: henronire 4 8 'Volume: I
Depth: Start 0 feet Stopped 20+ feet
Pump: Intake Depth feet
_
Pump size hp Brand Name
Well Disinfected Upon Completion? ® Yes ❑ No
Method of Disinfection:
Comments:
Well Driller: Alpine Drilling & Enterprises
PO Box 110496
Anchorage Alaska 99511
Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property
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Certificate of *n-$rt* $ystenrs Approvel
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TYPf; OF DWtI-LIf.JS:
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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: Garness Enqineerinq Group, Ltd (GEG) Phone:
Address: 3701 East Tudor Road. Suite 101- Anchoraqe. Alaska 99507
907-337-6'179
Engineer's Printed Name:Jeffrev A. Garness Date:
ln conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system
in accordance with the guidelines and regulations established by the Municipality of Anchorage and
industry practices. The reported results describe the condition of the system/s on the date/s of the
evaluation.SeparationdistancesweremeasUredtoreadilyidentif'iablefeatures.Hiddendefectsor
encroachments may exist that were not identified during the evaluation. The operational life of all wells A
and septic systems depend upon a variety of variables, including but not limited to, soil conditions, /5f,groundwater levels (that may fluctuate during the year), quality of construction (materials and l4.Lworkmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and W
are outside the control of GEG. Satisfactory test results do not guarantee future performance of the 'd
system/s, therefore, GEG makes no warranty (express or impliedfregarding the future performance of ftat
the well or septic system. GEG makes no representation whether an alternative well or septic system vh^ n
can be installed on the property in the event either of the current systems fail to perform adequately in "Urlo_.i/.. ll CL-,
Zo
=$oo* -s$e
uW-- #AEC.884
the future. The content of this report is for the sole benefit of the person/party that retained GEG tq. "(]ili:#- l' . i Jt ;l;"
perform the evaluation. Reliance upon the information provided in this report 6y any other.pOOO{S{{{(fr)\\k.o "Dl'r! *es L
party (including subsequent property purchasers) is noi authorized, nor will it tonfer "g.${DgqrOFAnn[?)\\(*|1:tt=[',,;;$".iT;f ::;::',X.i??ff"H'TJffii:'""$il"ili':Jfiff'Jo]'li.i1li'^'iffi?1lffi$$\tffi^^',{&Dkt<:
6. DSP SIGNATURE 1 :--3f- ON-SI l.:,^ Yir-,J System #'1 Approveo for 3 bedrooms gS W"nfgn nnu -7
conditionat approvalfor bedrooms, *ti(W$,ff3\S'll.t
Original Cedificate Date:
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Arsenic Advisory
Other
Legal Description:
COSA Checklist
STUCKAGAIN HEIGHTS #1; BLOCK 1, LOT 2
lf more than 1 septic system on lot: COSA Checklist#
A. WELL DATA
E Wett log is filed with Onsite (or attached)
Date drilled e/1e/03
Totalclepth 109 t
Cased 1s 109 -ft
ffi Sanitary seal is functioning correcily
E Wires are properly protected
Casing height (above ground) 18+ in.
Date of flow test for COSA 3t261?o
Static water level al beginning s11ss1 77'9 ft.
Comments
parcel p. 441-421-3O
Structure served by this system 1
Well production at time of test 4.1+ gpm
Water storage tank volumu N/4 gallons
Well disinfected lor coliform test? f, Ves E] tto
E Cotiform bacteria is Negative
Nitrate 4.26 7ng1S [ ruitrate less than MRL (ND)
Arsenic _ ug/L fl Arsenic less than MRL (ND)
Collected by GEG, LTD.
Date of Sample
1 ot1
.ST1 TANK LEVEL ON 3/5/20
B. TANK DATA
Age of tank(s) 17 years
Tank type/materia I s€PrssEE
Measured operating fluid level in septic tank "51
E Standpipes/foundation cleanout per record drawing
Date of pumping 2t19t20
D. ABSORPTION FIELD DATA
Which system tested (date installed) 10P,403
E nU standpipes present per record drawing
Total measurecl depth from grade 11.8 it 166x1
lVleasured depth to pipe invert from grade 4'4 ft lrnint
X run - pressurizecl field
El Monitor tubes go to bottom of effective, lf not, state
depth into effective
I Code-required soil cover over field
f System presoaked
(Reguired if vacant for greater than 30 days prior to
date of test)
Gallons introduced N/A gallons
Comments/Deficiencies :
Adequacy test date o3t26no
Results [Jeass For 3 bedrooms
Fluid depth prior to test 0 in
Water added 629 gat
New depth 5 in
Elapsed time 45 min
Final fluid depth 0 in
Absorption t",u 450+ gpd
Any rejuvenation treatment (past 12 months)
lf yes, enter 631s N/A
C. LIFT STATION
fl Required maintenance c
Lift station ma
COSA Checklist yellow sheet
E. SEPARATIONI DISTANCES
From Private Well on Lot to; (Please enter distances if less than required or if community well)
Septic Tank/Lift Station on Lot > '100'
fl ves
Neighboring Tank > 100' fl Ves
Absorption Field on Lot I 100' fl Yes
Neighboring Absorption Fields : 100'fl yes
Community Sewer Main > 75' [] Ves
Frorn Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10' fl Ves if No _ ft Surface Water > 100'
Community Sewer Manhole/Cleanout > 100'
fflves if No
Private Sewer/Septic Line > 25' [] Ves if No
Holding Tank > 100' E] Yes if No
Animal Containment > 50'ElYes ifNo_ft
Manure/Animal Excreta Storage > 100'
flves ifNo_
fllves if No _ ft
fi Ves if No
Community Wells > 200' p Ves if No
lf septic tank is under driveway comment below
lf absorption field is under driveway comment below
Wells on Adjacent Lots:
fl Yes
U Yes
if No
if No
if No
if No
if No
_ft
ft
_ft
ft
Property Line > 5'
Absorption Field > 5'
Water Main > '1 0'
Water Service Line > 10'
[f Ves if No ft Wells on Adjacent Lots
@ves ifNo ft Private Wells > 100'
p ves if No
I ves if No
ft
ft
From A,bsorption Field on Lot to: (Please enter distances if less than required)
Building Foundation > 10' [l Ves if No _ ft
Property Line : 10' fl Ves if No _ ft
Water Maln > '10' [l Ves if No _ ft
Water Service Line > 10' fl Ves if No _ ft
Surface Water > 100' EI Yes if No _ ft
F. ENGINEER'S COMMENTS
Private Wells > 100'
Community Wells > 200'
if No
if No
(+
ft
G. ENGI'{EER'S CERTIFICATION
I certify that I have determineel through field inspections and review
of Municipal reeords that the above systems are in conformance wiilt
MOA COSA guiclelines in effect on this date.
COSA Checklist yetlow sheet
0
•L Municipality of Anchorage <06 a 9 �0 '' Q?
On-Site Water and Wastewater Program � �;�,; ;;: � .
(907) 343-7904 ` F ETY
Certificate of On-Site Systems Apppr, I w
Expiration Date- °t 6 2 6 �b I b 201 cI
Parcel I.D. 041-021-30 p �
1. GENERAL INFORMATION:
Complete legal description STUCKAGAIN HEIGHTS#1; BLOCK 1, LOT 2
Location (site address) 9625 Basher Drive*Anchorage,AK 99507
Current Property owner(s) Patrick Kelly Day phone 907-350-7483
Mailing address
Real Estate Agent Day phone
2. TYPE OF DWELLING:
• Single Family (w/wo ADU)
❑ Duplex
El Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 3
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well ® Individual
Individual Water Storage ❑ Holding Tank ❑
Community Class Well ❑ Community ❑
Public Water System Cl Public Sewer ❑
WaiverNariance request for: Distance:
Received by: Date: \ / 1 6/ /
COSA to be released to the engineer,unless otherwise requested by the engineer.
COSA Fee $ 52,E Waiver Fee $
Date of Payment (1 (13/i'& Date of Payment
Receipt Number 0q5-1 gf Receipt Number
COSA# OSC 1815 93 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: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179
Address: 3701 East Tudor Road, Suite 101-Anchorage, Alaska 99507
Engineer's Printed Name: Jeffrey A. Garness Date: ti 1 1 i g
0000. ,,\,‘
In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system o6
in accordance with the guidelines and regulations established by the Municipality of Anchorage and ��•... •...J-. 410
industry practices. The reported results describe the condition of the system/s on the date/s of the O P.• V O
evaluation. Separation distances were measured to readily identifiable features. Hidden defects or �' •�
encroachments may exist that were not identified during the evaluation. The operational life of all wells � 4. THIP -. *�0
and septic systems depend upon a variety of variables, including but not limited to, soil conditions, Q
groundwater levels (that may fluctuate during the year), quality of construction (materials and 4
workmanship), and the water usage of the family utilizing the systemis. These conditions can vary,and w
are outside the control of GEG. Satisfactory test results do not guarantee future performance of the Q f eV A. • nes•• o
system/s; therefore, GEG makes no warranty(express or implied) regarding the future performance of Qo 0 CE = . `Q�
the well or septic system. GEG makes no representation whether an alternative well or septic system Q 9 ."
can be installed on the property in the event either of the current systems fail to perform adequately in k 0, t•I,cj .1Vcc.°d
the future. The content of this report is for the sole benefit of the person/party that retained GEG to %PaPr0fessio0°ao
perform the evaluation. Reliance upon the information provided in this report by any other person or ��00000� "
party (including subsequent property purchasers) is not authorized, nor will it confer any legal right ur kly
whatsoever. \\� L/70,
�Z� �y #AECC884
6. DSD SIGNATURE pN-S\1 * D �� •
•
I System #1 Approved for 3 bedrooms WPS,��Wp,�ER ro
System #2 Approved for bedrooms c WPROGp, '
Disapproved ,c-,A(14PnrT SFC/\1
Conditional approval for bedrooms, with the following stipulations:
By: " i(f;('A avrite;# Original Certificate Date: Nov 1 ) 2 G 1 eS
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The
Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheet 10-10-12.doc
iLSE-
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: STUCKAGAIN HEIGHTS#1; BLOCK 1, LOT 2 Parcel ID: 041-021-30
A. WELL DATA
Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) YES
Date completed 9/19/03 Sanitary seal (YIN) YES Wires properly protected (Y/N) YES
Total depth 109 ft. Cased to 109 ft. Casing height (above ground) 18+ in.
FROM WELL LOG AT INSPECTION
Date of test 9/19/03 10/27/18
Static water level 78 ft. 78.1 ft,
Well production 50 g.p.m. 2.5+ g.p.m.
WATER SAMPLE RESULTS:
Coliform NEG colonies/100 ml. Nitrate 2.70 mg./L. Collected by: GEG, Ltd.
Arsenic: <5.0 ug./L. Date of sample: 10/26/18
B. SEPTIC/HOLDING TANK DATA 52 INCHES OF LIQUID IN TANK ON 11/9/18
Tank Type/Material SEPTIC/STEEL Date installed 10/21-22/03
Tank size 1250 gal. Number of Compartments 2 Cleanouts (Y/N) YES
Foundation cleanout(Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) ;VA
Date of pumping 5/ 5/18 Pumper ISAAC'S PUMPING SERVICE
C. ABSORPTION FIELD DATA 'BELOW EXISTING GRADE AT MONITORING TUBE
Date installed 10/21-22/03 Soil rating (..p.d./ft'•r ft2/bdrm) 1.2 System type DEEP TRENCH
Length 35 ft. Width 2.5 ft. Gravel below pipe 6.94 ft.
*oft2
Total depth *11.2+ ft. Eff. absorption area Monitoring tube YES Depression over field NO
Date of adequacy test 10/27/18 Results (Pass/Fail) PASS For 3 bedrooms
Fluid depth in absorption field before test 6 in. Water added 460 gal. New depth 7 in.
Elapsed Time: 120 min. Final fluid depth 6 in. • Absorption rate >= 450+ g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) NO If yes, give date -
2137 PRE-SOAK WAS PERFORMED ON 10/26/18
D. LIFT STATION
Date installed Size in gallons Manhole/Access (Y/N)
"Pump on" level at in. "Pump off' level at .• wa er alarm level at in.
_ .•- Cycles tested Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 100'+ On adjacent lots 100'+
Absorption field on lot 100'+ On adjacent lots 100'+
Public sewer main 75'+ Public sewer manhole/cleanout 100'+
Sewer/septic service line 25'+ Holding tank 75'+
Animal containment areas 50'+ Manure/animal excrete storage areas 100'+
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'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation 10'+ Water main 10'+
Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+
Curtain drain NONE KNOWN Wells on adjacent lots 100'+
F. COMMENTS
*MET CODE AT TIME OF INSTALLATION
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1 AS-BUILT SURVEY 1” =40'
No DoRwERs sET Y4S DATE
Q00004pp0 I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY
OF AL OF THE FOLLOWING DESCRIBED PROPERTY
op�(� "" .,q��� LOT 2, BLOCK 1, STUCKAGAIN HEIGHTS NO. 1( PLAT 79-249)
�iP �11� .....1-°0 ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE
p0, 49 jai P/' -.-9 0.0
VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN
OS-404.11
- / THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS
0J G THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY EXIST OTHER THAN NOTED.
*- CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES AND/OR EASEMENTS:AND IS
O • .;',0
DATED AT ANCHORAGE,ALASKA THIS 7TH DAY OF
NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES,IMPROVEMENTS.OR FENCELINES. NOVEMBER , 2018.
V SHANE A.HOLT e —
Q 0 EASEMENTS Of RECORD.OTHER THAN THOSE APPEARING ON THE RECORD PLAT,ARE NOT SHOWN _
vv.,. .-. Ls-6914 ,tel HEREON(UNLESS INDICATED)
NOTE:FENCELINES THAT MAY APPEAR ON THIS DRAWING ARE NOT TO BE USED TO DETERMNE
PROPERTY LINES OR POSITION ADDITIONAL IMPROVEMENTS. HOLT LAND SURVEYING
4`' /e33iof110 ANY PAVING SHOWN HEREON MAY BE APPROXIMATE DUE TO EXCESSIVE SNOW AND/OR ICE 9309 GROVER DRIVE
4�Op00o�� ANCHORAGEAK 99507
14089, F9 193-20 345-5513