HomeMy WebLinkAboutOVERLOOK ESTATES #3 LT 3OVERLOOK ESTATES
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Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP241195 PID Number: 067-231-16
Dwelling: ❑■ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑■ New ❑ Upgrade
Name
Arctic Valley Construction LLC
ABSORPTION FIELD
El Deep Trench Wide Trench [:1 Bed El Mound
Site Address
27844 Wilde Circle
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
Four(4)
1.0 GPD/SF
6.0 / 6.0 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
5.5/5.5 Ft.
Gravel depth beneath pipe
0.5 / 0.5 Ft.
Subdivision Block Lot
Overlook Estates #3 3
Fill added above original grade
-1.5/-1.6 Ft.
Gravel length
60 / 60 Ft.
Township Range Section
Gravel width
5.0/5.0 Ft_
Beds: Number of Lines
N/A
Distance between lines
N/A Ft.
SEPARATION
DISTANCES
To
Septic
Tank
Absorption
Field
Lift Station
Holding
Sewer
Total absorption area
600
Number of trenches
Two(2)
Dist. between trenches
>6
From
Tank
Line
Ftz
Ft.
Well
>100'
>1 00'
N/A
N/A
>25
TANK F21 Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Greer*
Capacity
1250 Gal.
Surface Water
>100'
>1 00'
N/A
N/A
Material
Plastic
Number of compartments
Two(2)
Lot Line
>5
>10'
N/A
N/A
NA
Foundation
>10'
>10'
N/A
N/A
ATION
Manufacturer
Capacity
Remarks Trenches listed north/south
Gal.
*Shallow burial tank
Alarm location
Electra Iled by
PIPE MATERIAL House to tank D3034 Tank to
drainfield D3034
Installer
Alex's Enterprise
Drainfield D3034 CO/MT D3034
Inspector J. Opheim
BENCH MARK (Assumed elevation) 100 ft
Inspection 1m 8/30/24 8/30/24
Location and description
dates: 2"d
Bottom of Siding @ SW Corner
3 r 9/5/24 4 t
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
=` OF Ak ill
Conditional Approval: Date
'9�4,fi)
/r* •49 9*�l
TH
'
Septic Systeme..;
/Zlz,
BenCE 125g2iller
�F
��
Approved `/ Da*ents.
�'sl 2/10/25
PROFESS0l�
N t� this ap roval does not include well permit require
1�
(Rev 05/02/18t/
Benjamin Schiller
CE 12592
R
E
G
ISTEREDPROFE S S I O N A L E N GINEER
1"=50'
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
PERMIT # OSP241195 PID # 067-231-16
OVERLOOK ESTATES #3, LOT 3
A B
FCO 33.3
MH 54.1
SV 57.4
A
B
2CO 68.8
FS 99.5
CO1 101.9
MT1 101.0
61.3
64.1
72.3
60.2
53.1
51.2
FEET
0 50 100
PLAN AS-BUILT
3/3/2025
TH#1
15' TEG E
A
S
E
M
E
N
T
4-BDRM HOME
WILDE CIRCLE
TH#3 DONE BY
PANNONE ON 5/18/2020
355
350
345
1250-GAL SEPTIC
TANK W/ 20" MANWAY
(2) NEW 60' LONG x 5'
WIDE, 0.5' EFFECTIVE
DEPTH ABSORPTION
TRENCHES
FCO
FS
CO1MT1
NEW WELL w/
100' RADIUS
10' R.O.W
.
E
A
S
E
M
E
N
T
10' R.O.W
.
E
A
S
E
M
E
N
T
CAT III ALTERNATE SITE
25' LONG x 5' WIDE,
0.5' EFFECTIVE DEPTH
ABSORPTION TRENCH
CO3
MT3
CO4
MT4
CO2
MT2
MH
SV
2CO
CO2 156.2
MT2 156.4
83.2
82.9
CO3 110.5
MT3 111.3
67.7
68.8
CO4 160.6
MT4 161.5
90.8
92.1
C
5.0
C
PROFILE AS-BUILT
(NO SCALE)
89.2
85.6
89.9
93.9
FC
O
MH
SV
PERMIT # OSP241195 PID # 067-231-16
OVERLOOK ESTATES #3, LOT 3
92.7 FINISH GRADE
60'
DRAINFIELD ROCK
MT
1
TH
#
1
GROUNDWATER @ 79.2 6/25/24
86.2
88.7
CO
1
CO
2
81.2
86.2
88.7
94.2 ORIGINAL GRADE MT
2
2C
O
89.0
Benjamin Schiller
CE 12592R
E
GISTEREDPROFES S I O N A L E N GINEER
2/25/25
1250 GAL
SEPTIC TANK
MOA APPROVED SAND 88.288.2
92.5 FINISH GRADE
60'
DRAINFIELD ROCK
MT
3
TH
#
1
GROUNDWATER @ 78.1 6/25/24
86.1
88.6
CO
3
CO
4
81.1
86.1
88.6
94.1 ORIGINAL GRADE MT
4
MOA APPROVED SAND 88.188.1
NORTH TRENCH
SOUTH TRENCH
Pump Installation Log
Arctic Pump & Well Inc .
Jim Sullivan
PO Box 770197
Eagle River, AK 99577
(907) 688 -2510
(907) 243 -2282
jim@arcticpump.com
osp241195
06723116000
7/25/2024
Overlook Est #3 L3
3
Arctic Valley Construction
4605 E Palmer wasilla hw
Wasilla AK 99654
8/27/2024
51
Franklin
10FRD05P4-2W230
153 PSI
11 Feet
nl
Well Drilling Permit Number:
Parcel Identification Number:
Date Of Issue:
Legal Description
Lot:
Block:
Property Owner Name Address:
Pump Installaion Date:
Pump Intake Depth Below Top of Well Casing:
Pump Manufacturer's Name
Pump Model:
Pump Size:
Pitless Adapter Burial Depth:
Pitless Adapter Manufacturer's Name
Pitless Adapter Installer:
Well Disinfected Upon Completion?
Method of Disinfection:
u/k
Yes
Chlorine
Comments:
Pump Installer Name:
Arctic Pump & Well, Inc.
5Y
Wednesday, August 28, 2024
7/31/24
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Water & Wastewater System Permit
Permit Number: OSP241195
Work Type: WellSeptic Initial
Tax Code Number: 06723116000
Site legal Address: OVERLOOK ESTATES #3 LT 3 G:
Site Mailing Address: 27844 WILDE CIR, Eagle River
Owner: ARCTIC VALLEY CONSTRUCTION LLC
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Q Disposal Field Cif Septic Tank ❑ Holding Tank ❑ Privy
Effective Date
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
r-
all
'.4n
h
l7eprirrn�z:�nt
7/25/2024
7/25/2025
59440
Q Private Well ❑ Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Special Provisions:
The Engineer is required to do an additional percolation test prior to construction of the septic field. Please
submit stamped and signed results with the As -built Inspection Report. If the results require a design change,
construction of the system will stop pending On -Site review and approval.
:I
f _ r
Received By: C 5u��� Date:
Issued By: Date: _
`l
MUNICIPALITY OF
Aftf
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
ANCHORAGE
Phone: 907-343-7904
Fax: 907-343-7997
ON -SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 067-231-16
Property owner(s) Arctic Valley Construction LLC Day phone
Mailing address 4605 E Palmer-Wasilla HWY STE B #895, Wasilla, AK, 99654
Site address 27844 Wilde Circle, Eagle River, AK, 99577
Legal description (Sub'd., Block & Lot) Overlook Estates #3, Lot 3
Legal description (Township, Range & Section)
Lot Size - 59,440 _Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(N all that apply)
Absorption Field FX-1 Initial nX Single Family (SF)
Septic Tank ❑ Upgrade R (w/wo ADU)
Holding Tank D Renewal D Duplex (D) D
Multiple Dwellings ❑
Privy 0 (SF and/or D)
Private Well IN
Water Storage El
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
0-,
(Signature of property owner or authorized agent)
q Z4
Permit/Rush Fees:
Date of Payment: tozzp-, 'y
Receipt Number:
Permit No. 05 P 7- y V 9 _s-
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
Permit App_'-'- : - �
July 8, 2024
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Overlook Estates #3, Lot 3 – 27844 Wilde Circle
Septic system design
Dear On-Site Services Engineer:
The owner of the above lot intends to build a 4-bedroom home on the property, so we are
submitting this permit application for the construction of a new well and septic system. The
attached site plan identifies the location of the home as well as the proposed well, septic location
and alternate site. No conflicts exist between this proposed system and any other well or septic
system, whether on this lot or adjacent lots.
The ground surface on the lot slopes from the road mildly toward the back of the lot. It remains
flatter in the area that the new septic system is located. There are no slopes greater than 25% within
50 feet downslope of either the primary or alternate site. Contours are shown on the site plan
showing the grade and direction of flow. Stormwater drainage will not impact this septic system .
The new trench will be constructed parallel to the slope as much as possible.
Wells on this and adjacent lots are shown. The new system will be a minimum of 100’ from all
wells and surface water, and more than 5’ away from the septic tank. The alternate site is located
more than 6’ away. Please refer to the attached test hole log, plan and profile pages for the septic
design. If this design is followed, there will be no adverse impacts to adjacent properties.
Sincerely,
Benjamin Schiller, PE
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241195, Curtis Townsend, 07/25/24
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
1"=50'
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
OVERLOOK ESTATES #3, LOT 3
FEET
0 50 100
SEPTIC PLAN
7/8/2024
TH#1
1 5' TEG EA SEMENT
PROPOSED
4-BDRM HOME
WILDE CIRCLE
TH#3 DONE BY
PANNONE ON 5/18/2020
355
350
345
1250-GAL SEPTIC TANK
(2) 60' LONG x 5' WIDE,
0.5' EFFECTIVE DEPTH
ABSORPTION TRENCHES MAINTAIN MIN 10' SEPARATION FROM
PROPERTY LINE AND FROM FOUNDATION
FCO
FS
CO
MT
PROPOSED WELL
w/ 100' RADIUS
10 ' R .O.W. EASEMEN
T10' R.O.W. EA
S
EM E NT
CAT III ALTERNATE SITE
25' LONG x 5' WIDE,
0.5' EFFECTIVE DEPTH
ABSORPTION TRENCH
10.0
CO
MT
CO
MT
CO
MT
CONFIRMATION TEST HOLE TO BE DUG
PRIOR TO INSTALLATION
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241195, Curtis Townsend, 07/25/24
OVERLOOK ESTATES #3, LOT 3
TYPICAL TRENCH SECTION
(NO SCALE)
NOTES:
1. GRADE AREA OVER TRENCH TO DRAIN AWAY
2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2'
WITH 2" OF INSULATION
3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
DESIGN FACTORS:SYSTEM REQUIREMENTS:
600 GPD PEAK FLOW
PERK RATE: <1 MIN/IN
APPLICATION RATE: 1 GPD/SF
5' WIDE TRENCH SYSTEM
1250-GAL SEPTIC TANK
BOTTOM OF TRENCH: 6' BELOW GRADE
FLOW LINE ELEVATION: 5' 6" BELOW GRADE
600 GPD / 1 GPD/SF / 5' WIDE * 1.00 RED FACTOR [0.5' DEEP] = 120' LF TRENCH REQUIRED
(120' LF SPECIFIED)
7/8/2024
5'
PROVIDE ADDITIONAL FILL TO
ACCOUNT FOR SETTLEMENT
4" PERFORATED PVC (HOLES DOWN)
DRAINFIELD ROCK
6"
5'
6"
GEOTEXTILE FABRIC
6"
2'
MOA APPROVED SAND
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241195, Curtis Townsend, 07/25/24
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE: PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
DEPTH
(feet)
TEST HOLE 1
DATE READING START TIME NET TIME
(minutes)
DEPTH to
WATER NET DROP
PERCOLATION RATE: (MIN/INCH)
(inches)(inches)
DATE OF MONITORING
WAS WATER ENCOUNTERED?
DEPTH TO WATER AFTER MONITORING
IF YES @ WHAT DEPTH?
0.1
6/17 1
2
3
4
5
6GM (SILTY GRAVEL)
Professional Engineers Stamp:
YES
OVERLOOK ESTATES #3 LOT 3
6/17/2024 067-231-16
ARCTIC VALLEY CONSTRUCTION
10:26 1 0
16
1.5' OB
0:10
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
PERC TEST LOCATION
TECHNICIAN: J.OPHEIM
7 0
16
11.5'
11'
6/25/24
COMMENTS:
SITE PLAN
6 0
16
USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
6/26/24
10:26 1 0
160:11 7 0
16 6 0
16
10:28 1 0
160:16 7 0
16 6 0
16
10:29 1 0
160:16 7 0
16 6 0
16
10:31 1 0
160:17 7 0
16 6 0
16
10:32 1 0
160:18 7 0
16 6 0
16
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241195, Curtis Townsend, 07/25/24
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: (907)343-7904
On Water &Wastewater Section Fax: (907)343-7997
Certificate of On -Site Systems Approval
OSC251060
Parcel ID 067 -231-16 Expiration Date: 2/18/2026
Legal description OVERLOOK ESTATES #3 LT 3
site address 27844 WILDE CIR
Current property owner(s) ARCTIC VALLEY CONSTRUCTION LLC
X The On-site system(s) is/are approved for 4 bedrooms
Conditional approval for bedrooms, with the following stipulations:
Comments or conditions:
No comments
By:
Original Certificate Date: 3/5/2025
This rtificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject
sy em(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage,
evelopment Service Department (DSD) issues COSAs based upon representations provided by an
independent professional engineer. The Municipality of Anchorage is not responsible for errors or
omissions in the professional engineer's submittal.
ATTACHMENTS:
COSA Checklist X Well Flow Advisory
Absorption Field Advisory Nitrate Advisory
Tank Age Advisory Arsenic Advisory X
Other
MUNICIPALITY OF
Development Services Department
On -Site Water & Wastewater Section
ANCHORAGE A050
Phone: 907-343-7904
Fax: 907-343-7997
Certificate of On -Site Systems Approval Application
1. GENERAL INFORMATION
Parcel I.D. 067-231-16
Complete legal description Overlook Estates #3 Lot 3
Location (site address) 27844 Wilde Cir, Anchorage, AK 99577
Current property owners) Arctic Valley Construction LLC Day phone 907.841.9503
2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS
3. TYPE OF WATER SUPPLY: ❑■ Private Well ❑ Private Well serving 2 dwelling units
❑ Private Well serving 3+ dwelling units ❑ Community Well or Public
❑ Water Storage
4. TYPE OF WASTEWATER DISPOSAL: ■❑ Private Septic ❑ Private Septic serving 2 dwelling units
❑ Holding Tank ❑ Community Septic or Public Sewer
5. SEPTIC TANK: ❑ Steel ■❑ Plastic ❑ Concrete ❑ Fiberglass
Age NEW - See advisory if steel older than 20 years
6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench ■❑ Wide Trench ❑ Seepage Pit
Waiver request for:
Expedited review requested: ❑■
Distance:
By applying for this entitlement, this property is subject to inspection by municipal On-site staff
to verify the accuracy of the information provided.
COSA Fee $ / 2_0
Date of Payment 2�2y'�z 5
COSA # DSC, 2 -15 1 U 6 D
Waiver Fee $
Date of Payment
Waiver #
COSA Application—June 2022
COSA Checklist_June 2022
COSA Checklist
Legal Description: Parcel ID:
If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____
A. WELL DATA
Well log is filed with Onsite (or attached)
Date drilled Total depth ft
Cased to ft
Sanitary seal is functioning correctly
Wires are properly protected
Casing height (above ground) in.
Date of flow test for COSA
Static water level at beginning of test ft.
Well production at time of test gpm
Water storage tank volume gallons
Well disinfected for coliform test?Yes No
Coliform bacteria is Negative
Nitrate mg/L Nitrate less than MRL (ND)
Arsenic ug/L Arsenic less than MRL (ND)
Collected by
Date
Comments __________________________________________________________________________________
B. TANK DATA
Measured operating fluid level in septic tank
Date of pumping
Required maintenance completed, if AWWTS
Comments:
C. LIFT STATION
Required maintenance completed
Age of lift station years
Lift station material
Comments:
D. ABSORPTION FIELD DATA
Which system tested (date installed)
ALL standpipes present per record drawing
Total measured depth from grade ft (max)
Measured depth to pipe invert from grade ft (min)
N/A – pressurized field.
Per record drawings, field is insulated.
Monitor tubes go to bottom of effective.
If not, state depth into effective
Presoaked required if
(Required if house vacant or field not used for more
than 30 days prior to date of test)
Gallons introduced gallons date
Any rejuvenation treatment (past 12 months)
If yes, enter date
Adequacy test date
Results Pass
Fluid depth prior to test in
Water added gal
New fluid depth in
Elapsed time min
Final fluid depth in
Absorption rate gpd
FIELD STATUS – POST RECOVERY
Effective depth (per record drawings) in
Effective depth used in
Effective depth remaining in
Comments/Deficiencies:
COSA Checklist_June 2022
E. SEPARATION DISTANCES
From Private Well on Lot to:(Please enter distances if less than required or if community well on lot)
Septic Tank/Lift Station on Lot > 100’
Yes if No ft
Neighboring Tank > 100’Yes if No ft
Absorption Field on Lot > 100’Yes if No ft
Neighboring Absorption Fields > 100’
Yes if No ft
Community Sewer Main > 75’Yes if No ft
Community Sewer Manhole/Cleanout > 100’
Yes if No ft
Private Sewer/Septic Line > 25’Yes if No ft
Holding Tank > 100’Yes if No ft
Animal Containment > 50’Yes if No ft
Manure/Animal Excreta Storage > 100’
Yes if No ft
N/A – Served by Community Well (not on lot) or Public Water
From Septic/Holding Tank and Absorption Field(s) on Lot to:(Please enter distances if less than required)
Building Foundations > 10’Yes if No ft
Tank to Property Line > 5’Yes if No ft
Field to Property Line > 10’ Yes if No ft
Water Main > 10’Yes if No ft
Water Service Line > 10’Yes if No ft
Surface Water > 100’Yes if No ft
Wells on Adjacent Lots:
Private Wells > 100’Yes if No ft
Community Wells > 200’Yes if No ft
If tank or field is under driveway comment below
F. ENGINEER’S COMMENTS
G. CERTIFICATION & 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, indicates that the on-site water
supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation, unless noted otherwise.
Name of Firm Phone
Engineer’s Printed Name Date Benjamin Schiller, P.E.
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
On -Site Water and Wastewater Section
www.muni.org/onsite
Arsenic Advisory
Certificate of On -Site Systems Approval # OSC251060
Subdivision: Overlook Estates #3, Block: , Lot: 3
907-343-7904
Fax: 343-7997
A water sample revealed an arsenic concentration of 16.82 micrograms per liter
(ug/L). 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.
FOUND RPCFND RPC
ELECT BOXCABLE BOXTELECOMM BOX
FND RPC
FND RPC
PERF PIPE
N89° 46' 54"W 248.23'
LOT 3
BLOCK 3
59,440 SQ. FT.
1.36 ACRES
LOT 4
BLOCK 3
LOT 2
BLOCK 3
WILDE CIR. R.O.W
.
15' TEG
E
S
M
T
.
1.5' CULVERT
3
2
.
0
'
19.0'
12.0'
12.0'
19.0'
45.5'
3
7
.
5
'
13.5'
28.0'11.0'5
.
0
'
2.0'
2.0'
2.0'
2.5'
2.0'
2.0'
SINGLE
FAMILY
HOME
DECK
PORCH
L=192.396, R=974.000
D=11.1903
SEPTIC
SEPTIC MANHOLE
GAS METER
ELECTRIC METER
7
3
.
5
'
60.0'
14
8
.
4
'
64.0'
N0
°
1
3
'
0
6
"
E
25
5
.
7
9
'
100.0'
N
1
1
°
1
9
'
4
3
"
W
2
9
4
.
7
9
'
P
A
V
E
D
D
R
I
V
E
Alaska Construction Surveys
907 E Dowling Rd, Suite 10
Anchorage, Alaska 99518
Office: (907) 344-5505
Fax: (907) 344-4775
Email: mcrow@akconstsurveys.com
Site: RESIDENTIAL
Address: 27844 Wilde Cir. Eagle River, AK
Field Survey Date: 02/14/25
Crew: F.C., B.C.
Drawn by: F.C.
Checked by: M.C.
Scale: 1" = 30'
Sheet: 1 of 1
ASBUILT SURVEY
LOT 3, BLOCK 3, OVERLOOK ESTATES SUBDIVISION ADD. NO. 3
LOCATED IN
SW1/4, SEC. 25, T14N, R1W SEWARD MERIDIAN, ALASKA
EXCLUSIONS
IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO
DETERMINE THE EXISTENCE OF ANY EASEMENTS,
COVENENTS,OR RESTRICTIONS WHICH DO NOT APPEAR ON
THE RECORDED PLAT. UNDER NO CIRCUMSTANCES SHOULD
ANY DATA HEREON BE USED FOR ESTABLISHING
BOUNDARY OR FENCE LINES.
ASBUILT CERTIFICATION
I HEREBY CERTIFY THAT I HAVE SURVEYED THE
FOLLOWING PROPERTY, LOT 3, BLOCK 3 OVERLOOK
ESTATES SUBDIVISION ADD. NO.3, AND THAT NO
ENCROACHMENTS EXIST, EXCEPT AS NOTED.
ALASKA
C
CONSTRUCTION
A
SURVEYS
S
28 Feb 2025
Feet
60300