HomeMy WebLinkAboutJASMINE LT 1Onsite File
in I
I A(MUMEWARMEJ
Municipality of Anchorage
On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP211270 PID Number: 051-211-11
Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: 9 New ❑ Upgrade
Name
Troy Davis Homes
ABSORPTION FIELD
❑ Deep Trench Ek Wide Trench El Bed El Mound
Site Address
23135 Parks Creek Cir
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
(907)357-9394
Four (4)
1-.2 GPD/SF
*1.4 / 3.0 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
0.9/2.5 Ft.
Gravel depth beneath pipe
0.5 / 0.5 Ft.
Subdivision Block Lot
Jasmine 1
Fill added above original grade
3.5/1.5 Ft.
Gravel length
50 / 50 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
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
500 Fe
2
>6.0 Ft.
Well
>100,
>1 00'
N/A
N/A
>25'
TANK m Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Greer
Capacity
1,250 Gal.
Surface Water
>100,
>100'
N/A
N/A
Material
Plastic
Number of compartments
2
Lot Line
>5'
>10'
N/A
N/A
NA
Foundation
> 10,
>1 0'
N/A
N/A
LIFT STATION
Manufacturer
Capacity
Remarks *Trenches listed as South / North
Gal.
Alarm location
Electrical installed by
PIPE MATERIAL House to tank D3034 drainfield Tank to
D3034
Installer
Precision General Contractors LLC
Drainfield D3034 CO/MTD3034
Inspector L. Tidwell
BENCH MARK (Assumed elevation) 100 ft
Inspeection 8/2/21
15` 7/16/21
Location and description
ction 2�c
Top Foundation @ NE Corner
aro 4'"
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
Conditional Approval: Date
Septic Systemr
=approval
Approved Date o2J�2
v
�e:this
does not include well permit requirem nts
(Kev ub7
2 -50' LONG x 5' WIDE x
0.5' EFFECTIVE DEPTH
ABSORPTION TRENCHES
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 # OSP211270 PID # 051-211-11
A B
FCO 3.1
2CO1 16.2
MH1 17.5
A
B
SV1 22.6
FS 27.0
MT1 25.6
CO1 25.8
-
42.7
43.0
45.8
47.7
42.7
43.1
1"=50'
EXISTING WELL
1,250 GALLON SEPTIC
TANK W/20" MANWAY
JASMINE SUB, LOT 1
FEET
0
Benjamin Schiller
CE 12592
R
E
GISTEREDPROFES S I O N A L E N G INEER
4/10/23
JA
S
M
I
N
E
R
O
A
D
ACCESS EASEMENT
4-BDR
M
H
O
M
E
TH1
TH2
MT4
MT2
MT3
MT1
FCO
MH
1
S
V
1
2C
O
1
CO4
CO2
CO3
CO1
50 100
ALTERNATE SITE
20' LONG x 5' WIDE
x 0.5' EFFECTIVE DEPTH
CAT III ABSORPTION
TRENCH
660
655
650
645
10
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
FS
2CO2
MT2 74.5
CO2 74.2
MT3 31.0
CO3 31.3
MT4 78.1
CO4 77.7
79.3
78.9
52.8
53.2
87.1
86.8
2CO2 25.547.1
PLAN AS-BUILT
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 Wastewater Disposal System Permit
Permit Number: OSP211270
Work Type: Septic Initial
Tax Code Number: 05121110000
Site Legal Address
Site Mailing Address:
007 TR C G:1059
Owner: TROY DAVIS HOMES INC
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date
Expiration Date:
Lot Size in Sq Ft
Total Bedrooms:
v
UepaI-tment
7/15/2021
7/15/2022
846219
Q Disposal Field Q Septic Tank Holding Tank Privy 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
Received By:
Issued By:
Date:
Date: y Z
Ig
MUNICIPALITY OF
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
Phone: 907-343-7904
Fax: 907-343-7997
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 051-211-10
Property owner(s) Troy Davis Homes Day phone 907-357-9394
Mailing address 1689 S. Knik-Goose Bay Rd #400, Wasilla, AK 99654
Site address NHN
Parks Creek Cir
Legal description (Sub'd., Block & Lot) Jasmine Sub L1Cpfo�s�&� n07 Tr G
Legal description (Township, Range & Section)
Lot Size 846,219
Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(® all that apply)
Absorption Field
❑x Initial Fil Single Family (SF)x❑
(w/wo ADU)
Septic Tank
❑x Upgrade ElDuplex ❑
(D)
Holding Tank
❑ Renewal ❑ Multiple Dwellings ❑
Privy
❑ (SF and/or D)
Private Well
❑
Water Storage
❑
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
armlicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: '!�- 5 q 5 Waiver Fees:
Date of Payment: Date of Payment:
Receipt Number: 029.6 6 n Receipt Number:
Permit No. O S IP19' 11-12 �1 0 Waiver No.
Permit App__- : ._..:c
July 6, 2021
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
7/6/21
Subject: Jasmine Sub Lot 1- NHN Parks Creek Cir
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 septic system. The attached site
plan identifies the location of the home as well as the existing well, proposed 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 slightly toward the north. There are no slopes greater than
25% within 50 feet downslope of either the primary or alternate site. Stormwater drainage will not
impact this septic system. The new trenches 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 logs, plan and profile pages for the septic design. The results
from Test Hole 2 are an outlier when compared to Test Hole 1 and other test holes in the area.
Therefore, the design is based off the findings from Test Hole 1. 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
OSP211270, Deb Wockenfuss, 07/15/21
PROFILE AS-BUILT
(NO SCALE)
91.3
87.4
92.1
96.6
91.1
1250 GAL PLASTIC
SEPTIC TANK
Benjamin Schiller
CE 12592
R
E
GISTEREDPROFES S I O N A L E N GINEER
4/10/23
PERMIT # OSP211270 PID # 051-211-11
JASMINE SUB, LOT 1
PROFILE AS-BUILT
(NO SCALE)
94.7 FINISH GRADE
50'
DRAINFIELD ROCK
MT
3
TH
#
2
85.7 GROUNDWATER 5/29/18
90.2
90.7
CO
3
CO
4
78.7
90.2
90.7
93.2 ORIGINAL GRADE MT
4
Benjamin Schiller
CE 12592
R
E
GISTEREDPROFES S I O N A L E N GINEER
4/10/23
PERMIT #OSP211270 PID # 051-211-11
JASMINE SUB, LOT 1
95.2 FINISH GRADE
50'
DRAINFIELD ROCK
MT
1
TH
#
2
90.3
90.8
CO
1
CO
2
90.3
90.8
91.7 ORIGINAL GRADE MT
2
85.7 GROUNDWATER 5/29/18
78.7
SOUTH TRENCH
NORTH TRENCH
JASMINE SUB, LOT 1
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 12592R
EGISTEREDPROFE S S I O N ALENGINEER4" PERFORATED PVC (HOLES DOWN)
DRAINFIELD ROCK
6"
2'
1'
6"
DESIGN FACTORS:SYSTEM REQUIREMENTS:
600 GPD PEAK FLOW
PERK RATE: 1.2 MIN/IN
APPLICATION RATE: 1.2 GPD/SF
SHALLOW TRENCH SYSTEM
1250-GAL SEPTIC TANK W/ 20" MANWAY
BOTTOM OF TRENCH: 2.0' BELOW GRADE
FLOW LINE ELEVATION: 1.5' BELOW GRADE
TOP OF TRENCH: 2.0' ABOVE GRADE
600 GPD / 1.2 GPD/SF /5' WIDE = 100 LF TRENCH REQUIRED (100 LF SPECIFIED)
July 6, 2021
5'
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211270, Deb Wockenfuss, 07/15/21
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE:
PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
TECHNICIAN:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DEPTH
(feet)
PROJECT No.:
TEST HOLE #1
SLOPE
SLOPE
SITE PLAN
See Site Plan
DATE READINGGROSS TIME
(minutes)
NET TIME
(minutes)
DEPTH to
WATER NET DROP
TEST HOLE PRESOAKED PRIOR TO TESTING:
PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH)
TEST RUN BETWEEN: FT. and FT.
COMMENTS:
(inches)(inches)
Jasmine Subdivision - Lot 1
Troy Davis
01/26/18
C. Johansen
Development Services Department
4700 Elmore Road Anchorage, AK 99519-6650
Municipality of Anchorage
DATE OF MONITORING:
WAS GROUND WATER ENCOUNTERED?
DEPTH OF WATER AFTER MONITORING:
IF YES @ WHAT DEPTH?
No
NONE
1/26
6" / 12"
1.2 6
5 6
-
-
overgrowth
OB
silty sand (sp-sm)
between 3' - 7'
large rocks
10:30/10:37 1
10:38/10:46 2
7:22 6"
6" / 12" 7:23 6"
6" / 12" 10:47/10:54 3
10:55/11:03 4
7:20 6"
6" / 12" 7:20 6"
6" / 12" 11:04/11:11 5
11:12/11:20 6
7:20 6"
6" / 12" 7:20 6"
Professional Engineers Stamp:
Jan 14, 2020
5/29/18
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211270, Deb Wockenfuss, 07/15/21
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE:
PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
TECHNICIAN:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DEPTH
(feet)
PROJECT No.:
TEST HOLE #2
SLOPE
SLOPE
SITE PLAN
See Site Plan
DATE READINGGROSS TIME
(minutes)
NET TIME
(minutes)
DEPTH to
WATER NET DROP
TEST HOLE PRESOAKED PRIOR TO TESTING:
PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH)
TEST RUN BETWEEN: FT. and FT.
COMMENTS:
(inches)(inches)
Jasmine Subdivision - Lot 1
Troy Davis
01/26/18
C. Johansen
Development Services Department
4700 Elmore Road Anchorage, AK 99519-6650
Municipality of Anchorage
DATE OF MONITORING:
WAS GROUND WATER ENCOUNTERED?
DEPTH OF WATER AFTER MONITORING:
IF YES @ WHAT DEPTH?
YES
6'
1/26
0
2.4 6
4 5
-
12.7'
OB
silty sand (sp-sm)
12:081
12:382 1 1/4" 30
012:393
1:094 30
01:105
1:406 30
more gravel w/
increased depth
1 1/4"
1 1/4" 1 1/4"
1 1/4"
1 1/4"
Professional Engineers Stamp:
Jan 14, 2020
5/29/18
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211270, Deb Wockenfuss, 07/15/21
Name:
Address:
City:Wasilla State:AK Zip Code:99654
Well Site:007TRC G:1059 Lot/Block:1
Additional:
From:To:Formation:
0 2 stick up
Below Ground:303 ft.2 25 gravel/dirt/wet
Above Ground:2 ft.25 32 gravel/dirt/water
32 43 gravel/silt
43 45 bedrock/grey/little water
45 107 fracture wet @46'/Fracture 87' 1/3 gpm
107 126 green bedrock/ fracture 177' 1/8gpm
126 262 grey bedrock
262 268 green bedrock
268 270 shale/grey bedrock
270 279 coal
279 305 green bedrock
Depth:20' +
Date Drilled:2/17/2020 Driller:Brandon Moore
Static Level:28 ft.
Wheaton Water Well, Inc.
1190 N. Wasilla-Fishhook Road
Wasilla, AK 99654
(907)376-2041
Troy Davis Homes
1689 S Knik Goose Bay Rd. #400
Jasmine Subdivision
Well Depth:305 ft.
Gal/Min:1.14 GPM
Casing:45' of 6 in. x .25 in. steel"
Liner Pipe:N/A
Screened:N/A
Perforated:N/A
Grouted:Grouted
Develop. Method:Air
Other:
flowrate to be determined at Aquafir Test
Use of Well:Residential
Drilling Method:Rotary
Misc:well chlorinated to 50 ppm
WELLS
,Jasmine Hydrofracking 2020
Lot 11
Well drilled to 445'. Production rate checked by bucket off rig showed a production rate
of approximately .30 gpm. Well was fracked, then pumped to remove ir►jected water.
After injected water was removed, the well recovery rate was tested at .42 gpm. At
hydrologist recommendation well was fracked again. After injected water was removed
the well tested at 1.1 gpm for the 24 hour subdivision flow test. Work completed on
611612020.
Lot 1
Well drilled to 305'. Production rate checked by bucket off rig showed a production rate
of approximately .30 gpm. Well was fracked, then pumped to remove injected water.
After injected water was removed, the well recovery rate was tested at 1.14 gpm. Work
completed on 3/13/202.
1190 N. Wasilla-Fishhook Road Wasilla. AK 99654
907-376-2041 Fax: 907-376-2030
office wheatonwells_com www.wlieatonlwells.com
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.oeg/6nsite
On -Site Water System Permit
Permit Number: OSP201008
Work Type: Well Initial
Tax Code Number: 05121110000
Site Legal Address: 007 TR C G:1059
Site Mailing Address:
Owner: TROY DAVIS HOMES INC
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Q� Gs L
Effective Date
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
1/2412020
1/23/2021
846219
Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy 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
Received By:
Issued By:
Date:
Date: 2�l 20
E PLPN3
MUNICIPALITY OF ANCHORAGE
Community Development Department AW
Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWERIWELL PERMIT APPLICATION
C5 -I 2ttiA41-b
Parcel I.D. 0'IJ10
Property owner(s) Troy Davis Homes Day phone 310-2501
Mailing address 1689 Knik Goose Bay Rd #400, Wasilla, AK 99654
Site address NHN Jasmine Road Chugiak, AK 99567
Legal description (Sub'd., Block & Lot) Jasmine Subdivision, Lot 1 (Proposed)
Legal description (Township, Range & Section) Tract C, 007 Subdivision
Lot Size $46,219 Sq. Ft. Number of Bedrooms TBD
APPLICATION IS FOR:
(N all that apply)
APPLICATION IS AN:
TYPE OF DWELLING:
Absorption Field
❑
Initial FX -1
Single Family (SF) ❑X
Septic Tank
ElUpgrade
1-1
(w/wo ADU)
Holding Tank
1:1Renewal
❑
Duplex (D) El
❑
Multiple Dwellings ElPrivy
(SF and/or D)
Private Well
❑X
Water Storage
❑
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.
(Signature of property owner or authorized agent)
Permit/Rush Fees: �' (�
Waiver Fees:
Date of Payment: 1 ! �,� 1
Date of Payment:
Receipt Number:— �Q3d��i
Receipt Number:
C
Permit No. 35PA000aB
Waiver No.
Permit App_-'-:.
January 23, 2020
MOA Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: 007 Subdivision, Tract C
Proposed Jasmine Subdivision — S12406
Aquifer Test Wells
Dear Onsite Services Engineer:
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CGDE COMPUANC
OSP201006, Deb Kbrakenfuss, 01/24
Jasmine Subdivision is composed of I I Lots and 1 Tract and is located off of Jasmine Road in
Chugiak. It is surrounded by developed lots with onsite private wells. The lots proposed for the
subdivision are in excess of 40,000 square feet and are proposed to have on site wells and septic
systems.
Three wells are proposedf orplacementin the subdivisionon proposed Lots 1, 2 and I L The wells
will be placed at sites which will represent standard locations relative to septic system sites and
home sites on typical lots in the subdivision. Each well will be pumped in accordance with AMC
15.55.060F1 to establishthe sustainedyieldas determinedby the well driller. Waterqualitytesting
from each well will be accomplished in accordance with AMC 15.55.060F2. A formal report
including sustained yield results for each well will be submitted once all data is gathered and
analyzed. The well locations have been determined with the assistance of Jim Munter, the
hydrogeologist for the project.
Permit applications are attached for placement of the three wells in the subdivision. We hereby
requesty ourapproval to complete the well and waterstudyto determine the capacityof the aquifer
to support the proposed wells for the subdivision.
The location of the wells and the proposed location of the houses and septic systems on the lots
will not impact adjacent properties
Sincerely,
Michael E. Anderson, P.E.
Attachments
MUNICIPALITY OF ANCHORAGE
o= ;_-
Development Services Department- Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval
Parcel I.D. 051-211-11-000
Expiration Date: 10/5/2023
Legal description JASMINE LT 1
Site address 23135 PARKS CREEK CIR Chugiak AK 99567
Current property owner(s) TROY DAVIS HOMES INC
X The On-site system(s) is/are approved for 4 bedrooms
Conditional approval for bedrooms, with the following stipulations:
Comments or advisories:
Ac
Original Certificate Date:
7/5/2023
This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject
system(s) is/are in substantial compliance with municipal code. The Municipality of
Anchorage, Development Services 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 work.
ATTACHMENTS:
COSA Checklist
Absorption Field Advisory
Tank Age Advisory
Other
X Well Flow Advisory
Nitrate Advisory
Arsenic Advisory
COSA Approval_June 2022
MUNICIPALITY OF ANCHORAGE
�Jft�
r:.
Development Services Department
On -Site Water & Wastewater Section
Phone: 907-343-7904
Fax: 907-343-7997
Certificate of On -Site Systems Approval Application
1. GENERAL INFORMATION"r' �7t
Parcel I.D. 051-211-11
Complete legal description
Jasmine Lot 1
Location (Site address) 23135, Parks Creek Circle, Chugiak, AK 99567
Current property owners) Troy Davis Homes Day phone (907) 357-9394
2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS
3. TYPE OF WATER SUPPLY: X 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: 0 Private Septic ❑ Private Septic serving 2 dwelling units
❑ Holding Tank ❑ Community Septic or Public Sewer
5. SEPTIC TANK: ❑ Steel 0 Plastic ❑ Concrete ❑ Fiberglass
Age <2yr - 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: ❑E
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 $ Lo Waiver Fee $
Date of Payment 2a2 Date of Payment
COSA # O S C Z 2 2 Waiver #
COSA Application—June 2022
Jasmine Lot 1 051-211-11
1.14
2/17/20 305 N/A
45
24 <0.60
2/17/23 Wheaton Water Well
28 3/29/23
N/A
N/A
8/2/21
N/A N/A
N/A
New Installation
>
Benjamin Schiller, P.E.6/7/23
(907) 522-7773
-0
I I PROTFCTIVf Rq0/Ug WELL
Lot 4A Ij Lot 4B
10' T&EP
EASEMENT
Lot 2'/
\ 50' SECTION
LINE EASEMENT
Lot 1
40,010 S.F. SEPTI
_ PIPES
7.9'02.0' BALCONY \ MANHOLE
/ o
Z
/ 49.1'
1pp.
' PROTfCTiVF
15T&E RA /US
EASEMENT
WELL
--_—_— N 89'5:
\o
M
6.3'x20.0' PORCH
,Zp 0
2.0'
G�VF< I
GRiVFN,
4y
180.41'
T / - -
\ PARKS CREEK CIRCLE
133.0' _
PLOT PLAN ___ AS BUILT _X_ SCALE 1"_= 50__ GRID NW 1059__ Project No. ____30=445166 __
11500 Daryl Avenue, Anchorage, Alaska 99515-3049
Lang & Associates, i n c . (907) 522-6476 Phone 000��pO�
Professional Land Surveyors (907) 5kenOlan92-46survey5 Fox2-46o OF A��oO�
jonothonOlongsurvey.com �d `.• S DO
I hereby certify that I have surveyed the following described property:
LOT 1, JASMINE SUBDIVISION (PLAT No. 2022-36)
Anchorage Recording District, Alaska, and that the Improvements situated thereon are
within the property lines and do not encroach onto the property adjacent thereto, that
no Improvements on the property lying adjacent thereto encroach on the surveyed
premises and that there are no roadways, transmission lines or other visible
easements on said property except as indicated hereon.
Dated this the ___= ,
_ Day of ____L _, ______, at Anchorage, Alaska
It 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.
AECC963