HomeMy WebLinkAboutT12N R3W SEC 15 LT 27
T12N R3W SEC 15
Lot 27
#015-501-09
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: OSP241032
Work Type: Septic Renewal
Tax Code Number: 01550109000
Site Legal Address: TI 2N R3W SEC 15 LT 27 G:2537
Site Mailing Address: 5225 O'MALLEY RD, Anchorage
Owner: ALBORN FAMILY TRUST
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
3/5/2024
3/5/2025
192844
Z 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
Special Provisions:
• This permit is for the shop septic system.
P"ot')
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Issued By:
Date:
Date: 3 L
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 015-501-09
Property owner(s) ALBORN FAMILY TRUST Day phone
Mailing address 5245 O'MALLEY RD, ANCHORAGE AK 99507
Site address Same
Legal description (Sub'd., Block & Lot) T12N R3W S15 L27 Shop
Legal description (Township, Range & Section)
Lot Size 192,844 Sq. Ft. Number of Bedrooms'
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
❑X
Initial ❑
Single Family (SF) ❑X
Septic Tank
RX
Upgrade ❑
(w/wo AD U)
Holding Tank
ElRenewal
RX
Duplex (D) ❑
Privy
❑
Multiple Dwellings ❑
(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
applicable Municipal Codes.
(5lgnature of property owner or authorized agent)
Permit/Rush Fees: ( '-� 5— Waiver Fees:
Date of Payment:
Receipt Number:
Permit No. () S P-2-11 (ro S Z -
Permit App_::- : :-'.,'c
Date of Payment:
Receipt Number:
Waiver No.
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@panengak.com
Mailing: P.O. Box 1807, Palmer, AK 99645-1807
Telephone: (907) 745-8200 FAX: (907) 745-8201
DATE 2/27/24
Subject: Expired On-Site Water and Wastewater Permit
Permit Renewal Request
Permit Number: OSP231026
Legal Description: T12N R3W Sec 15 L27 Shop
This is a request to renew the permit for the above mentioned lot. All site conditions remain the same.
The construction still will not affect the health, safety, or development of the surrounding lots.
Sincerely,
SRP
Steven R. Pannone, PE, F. ASCE
Owner/Civil Engineer
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241032, Deb Wockenfuss, 03/05/24
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@panengak.com
Mailing: P.O.Box 1807, Palmer, AK 99645
Telephone: (907) 745-8200 FAX: (907) 745-8201
28 February 2023
Subject:
Septic System Upgrade Permit Request
Design Narrative
This is a design narrative for a permit to install an upgrade septic system for an existing four-bedroom residence and
an initial system for a proposed shop to be issued for this property. Currently the lot is developed. This lot and the
surrounding lots are served by private wells. The well on this lot and the surrounding wells are over 100’ from the
septic system.
1. Soils. Two test holes were performed on this lot by PES in January of 2023, and groundwater was monitored for
at least seven days. Ground water was not observed to a depth of 14.0' below the surface in the test hole
monitor tube in test hole one and 14.0’ below the surface in the test hole monitor tube in test hole two after the
7-day monitoring period. Bedrock was not encountered in the test hole. Based on the results of the percolation
tests, overall soils appearance and the selection of the proposed drain field; an application rate of 1.2
gallons/day/square feet was used for a conventional wastewater system in the area of test hole one and 0.8
gallons/day/square feet was used for a conventional wastewater system in the area of test hole two.
2. Soil Absorption System Design.
a. See Sheet 1 through 3 of the design package.
3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The
proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches.
4. Topography: The existing topography generally slopes from the southeast to the northwest in the area
surrounding the septic system at approximately 2-5%. There are no steep slopes within 50' of the proposed drain
field. The proposed drain field will maintain 50' separation all steep slopes.
5. Drawing Markings: The Drawings are marked “For MoA Review Only”. When written notification that the review
is complete and that there are no further comments is received from MoA On-Site Department, the note will be
removed, and “Issued for Construction” drawings will be issued.
The proposed installation will not affect the future development of this or the surrounding lots.
If you have any questions or concerns, please contact me at 272-8218.
Sincerely,
SRP
Steven R. Pannone, P.E. F. ASCE
Owner/Civil Engineer
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231026, Curtis Townsend, 03/16/23
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PANNONE ENG SVC LLC (C.I. 1088)
P.O. BOX 1807 PALUER, AK 99645
PHONE (907) 745-8200 FAX (907) 745-8201
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NOTES:
PANNONE ENG SVC LLC (C.I. 1088)
P.O. BOX 1807 PALUER, AK 99645
PHONE (907) 745-8200 FAX (907) 745-8201
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P.O. BOX 1807 PALVER, AK 99645
PHONE 907 745-8200 FAX 907 745-8201
Tl 2N R3W S15 L27
ALBORN FAMILY TRUST
5245 O'MALLEY RD
ANCHORAGE, AK 99507
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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.mu n i.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP241025
Work Type: Septic Renewal
Tax Code Number: 01550109000
Site Legal Address: T12N R3W SEC 15 LT 27 G:2537 — 14ot,,5_e_
Site Mailing Address: 5225 O'MALLEY RD, Anchorage
Owner: ALBORN FAMILY TRUST
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
' NO
Cfluln
r
Deparunent
3/4/2024
3/4/2025
192844
10 Disposal Field 0 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
R��- : _l-_ _65
Issued By:
Date:
Date: `� 2
4
P\JgUH�CJP' �L TY OF HCR, GFE
Community Development Department ` ,r- Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 015-501-09
Property owner(s) ALBORN FAMILY TRUST Day phone
Mailing address 5225 O'MALLEY RD, ANCHORAGE AK 99507
Site address Same
Legal description (Sub'd., Block & Lot) T1 2N R3W S15 L27
Legal description (Township, Range & Section)
Lot Size 192,844 Sq. Ft. Number of Bedrooms 4
M 0'\: 1+0"5 C.
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
Initial ❑
Single Family (SF) ❑X
(w/wo ADU)
Septic Tank
Upgrade ❑
Duplex (D) El
Holding Tank
❑
Renewal❑ x
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
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: -# / L/ 5
Date of Payment: 2-1Z.gle -1
Receipt Number: 007296ri
Permit No. 05P2-LI/025
Permit App_::- : . _..:c
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@panengak.com
Mailing: P.O. Box 1807, Palmer, AK 99645-1807
Telephone: (907) 745-8200 FAX: (907) 745-8201
DATE 2/27/24
Subject: Expired On-Site Water and Wastewater Permit
Permit Renewal Request
Permit Number: OSP231026
Legal Description: T12N R3W Sec 15 L27 House
This is a request to renew the permit for the above mentioned lot. All site conditions remain the same.
The construction still will not affect the health, safety, or development of the surrounding lots.
Sincerely,
SRP
Steven R. Pannone, PE, F. ASCE
Owner/Civil Engineer
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241025, Deb Wockenfuss, 03/04/24
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@panengak.com
Mailing: P.O.Box 1807, Palmer, AK 99645
Telephone: (907) 745-8200 FAX: (907) 745-8201
28 February 2023
Subject:
Septic System Upgrade Permit Request
Design Narrative
This is a design narrative for a permit to install an upgrade septic system for an existing four-bedroom residence and
an initial system for a proposed shop to be issued for this property. Currently the lot is developed. This lot and the
surrounding lots are served by private wells. The well on this lot and the surrounding wells are over 100’ from the
septic system.
1. Soils. Two test holes were performed on this lot by PES in January of 2023, and groundwater was monitored for
at least seven days. Ground water was not observed to a depth of 14.0' below the surface in the test hole
monitor tube in test hole one and 14.0’ below the surface in the test hole monitor tube in test hole two after the
7-day monitoring period. Bedrock was not encountered in the test hole. Based on the results of the percolation
tests, overall soils appearance and the selection of the proposed drain field; an application rate of 1.2
gallons/day/square feet was used for a conventional wastewater system in the area of test hole one and 0.8
gallons/day/square feet was used for a conventional wastewater system in the area of test hole two.
2. Soil Absorption System Design.
a. See Sheet 1 through 3 of the design package.
3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The
proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches.
4. Topography: The existing topography generally slopes from the southeast to the northwest in the area
surrounding the septic system at approximately 2-5%. There are no steep slopes within 50' of the proposed drain
field. The proposed drain field will maintain 50' separation all steep slopes.
5. Drawing Markings: The Drawings are marked “For MoA Review Only”. When written notification that the review
is complete and that there are no further comments is received from MoA On-Site Department, the note will be
removed, and “Issued for Construction” drawings will be issued.
The proposed installation will not affect the future development of this or the surrounding lots.
If you have any questions or concerns, please contact me at 272-8218.
Sincerely,
SRP
Steven R. Pannone, P.E. F. ASCE
Owner/Civil Engineer
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231026, Curtis Townsend, 03/16/23
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NOTES:
PANNONE ENG SVC LLC (C.I. 1088)
P.O. BOX 1807 PALUER, AK 99645
PHONE (907) 745-8200 FAX (907) 745-8201
pF
p
7H
.......
*'tlevw ann*.e
CE 8149
REVISIONS
DATE
20230227
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P.O. BOX 102954 ANCHORAGE, AK 99510
PHONE (907) 272--8218 FAX (907) 272-8211
T12N R3W S15 L27
ALBORN FAMILY TRUST
5245 O'MALLEY RD
ANCHORAGE, AK 99507
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PERMIT NO.
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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
hftp://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP231026
Work Type: Septic Upgrade
Tax Code Number: 01550109000
Site Legal Address: T1 2N R3W SEC 15 LT 27 G:2537
Site Mailing Address: 5225 O'MALLEY RD, Anchorage
Owner: ALBORN FAMILY TRUST
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Effective Date:
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
3/16/2023
3/15/2024
192844
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, oyreezing b. Covered, sealed, and heated to prevent
Received By: I S S� S
Issued By:
Date:
Date: / G -2- 3
4
MUNICIPALITY OF ANCHORAGE
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcell.D.01 =1 (315561egv0e
Property owner(s) ALBORN FAMILY TRUST Day phone
Mailinq address 5245 O'MALLEY RD, ANCHORAGE AK 99507
Site address Same
Legal description (Sub'd., Block & Lot) T1 2N R3W S15 L27
Legal description (Township, Range & Section)
Lot Size 192,844 Sq. Ft. Number of Bedrooms 4/1
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
0
Initial ❑
Single Family (SF) 0
(w/wo ADU)
Septic Tank
Upgrade FKDuplex
(D) ElHolding
Tank
❑
Renewal ElMultiple
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
applicable Municipal Codes.
S F?—T>
(Signature of property owner or authorized agent)
Permit/Rush Fees: 05 Waiver Fees:
Date of Payment: v��� 1 5tboI3 Date of Payment:
Receipt Number: ai 13q (2 Receipt Number:
Permit No. (J P 1021, Waiver No.
Permit App--'-:-
,FR ANCHORAGE AREA BOk,..:GH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTI:!M
'" "
[.OCATION o~"',~_ /'~)Jdce! ."¢-~ (¢'.-) /(/).2,../. - LEGAL DESCRIPTION
/
SEPTIC TANK:
DISTANCE
FROM WELL ~L-d~'~) __MANUFACTURER
iNSIDE LENGTH ~ INSIDE WIDTH
~':~2~. - .~ NUMBER OF
MATERIAL__ COMPARTMENTS / __
LIQUID DEPTN
.LIQUID CAPACITY ./.~C~-(') GALLONS.
SEEPAGE PIT:
LINING MATERIAL ¢_g.//C,/(~,.F_~¢ Co'lB SIZE: DIAMETER ~ DEPTH ~ _ DISTANCE FROM:
BUILDING FOUNDATION NEAREST LOT LINE /¢¢ '~
ADDITIONAL ABSORPTION
TOTAL EFFECTIVE
ABSORPTION AREA (WALL AREA) 'D ~/~ _SQ. FT.
WE'':. ,:/' '>"
'TYPE ./.);'",I/¢~'IY ' CONSTRUCTION
BUILDING NEAREST
FOUNDATION LOT LINE
CESSPOOL
OTHER SOURCES
APPROVED
DISAPPROVED__
DEPTH DISTANCE FROM:
NEAREST SEPTIC SEEPAGE
SEWER LINE TANK SYSTEM
REMARKS
DISTANCES:
INSTALLED BY: //,~-/-;,~r..'.g',r,4~'-/ ~'//
PIPE MATERIAL.:
LOT SLOPE:
REMARKS:
/~'~' ~-~/~'~[)IAGRAM OF SYSTEM
DATE
GREt .R ANCHORAGE AREA Bor 1GH
PERMIT NO.,
DEPARTMENT OF ENVIRONMENTAl. QUALITY
SEWAGE DISPOSAL SYS'DEM -- APPLICATION AND PERMIT
INSTALLATION OF: SEPTIC TANK / ~O 0 ~. SEEPAGE PIT
[]RAIN FIELD ., OTHER
FINANCED TI~ ROUGH
SOIL TEST RESULTS
TO BE INSTALLED BY
NOTE= THIS PERMIT IS NOT VALID WITHOUT SOIL
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
BEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE /Oc}{~) ~ypE ~-~f~-('T~(~-('/~_ '
MINIMUM DISTANCES, REQUIREMENTE~
SEPTIC TANK TO SEEPAGE PIT WALL
SEPTIC TANK '% {
DRAIN FIELD.
., SEEPAGE Pl'r t~'~ t . DRAIN FIELD
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK [ ~ {'~ I DRAIN FIELD
WATER MAiN TO septic tANK [(~
DRAIN FIELD
{¢56 '
SEPTIC TANK, -- SEEPAGE PIT
TO RIVER, LAKE. STREAM.
ALSO CONSIDER AREA WELLS.
/6a D.^,N EIELD
SEEPAGe AREA SIZE TYPE
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH Al RTI(3HT REMOVABLE CAPS.
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS Of GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DAte ~ ~ APPLICANT'S SIGNATURe ~/i .~ ~ ~ ~- ~
September 18, 1975
R & M No, 562117
Melvin Alborn
P. O. Box 4.-1926
Anchorage, Alaska 99509
RE: Test Hole and Soil Log Report for Sanitary System
Lot 27, Section 27, T 12 N, R 3 W, S.M.
Dear Mr. Alborn:
We are submitting herewith the test boring results and our comments regard-
ing soil conditions encountered at the subject site. This investigation
was performed in accordance with your request of September 18, 1975, and
those procedures outlined in a letter dated July 15, 1975, by Mro Rolf
Strickland of the Greater Anchorage Area Borough Department of Environmental
Quality.
A single test hole was put down within the Lot 27 area for the purpose of
defining general subsurface soil conditions for the proposed sanitary
system. Excavation was accomplished with an auger type drilling rig and
the test hole was extended to a total depth of 20.0 feet below ground surface.
~e final log prepared for the test hole has been included in Drawing A-O1.
Ground water was not encountered in the test hole.
We appreciate being given this opportunity to be of service to you. Should
you have any questions with regard to the above, please do not hesitate to
contact us.
Very truly yours,
R & M CONSULTANTS, INC.
~/~D/J a
xc: GAAB
TH-1
9-18-75
SILTY SAND TRACE GRAVEL
(S~)
SILTY SAND SOME GRAVEL
SAND, TRACE TO SOME SILT
0,0I
2,0~
4,0~
10.5'
SILTY SANDS (SM)
12.5'
SILT, TI{ACE SA~ND TRACE
GRAVEL (~m~
NO WATER TABLE
20,0' T.D.
Log represents area of teat
hole~ Lot 27~ Section 27,
T12N, R3W, S.M.
,,. Consultants
Inc.
ALASKA ,JUNEAU
blelvin Alborn Property
Log of Test Hole
Anchorage, Alaska
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UIVIALLLY KURU
THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY
CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES AND/OR EASEMENTS; AND IS
NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES, IMPROVEMENTS, OR FENCELINES.
EASEMENTS OF RECORD, OTHER THAN THOSE APPEARING ON THE RECORD PLAT, ARE NOT SHOWN
HEREON ( UNLESS INDICATED)
NOTE. FENCELINES THAT MAYAPPEAR ON THIS DRAWING ARE NOT TO BE USED TO DETERMNE
PROPERTY LINES OR POSITION ADDITIONAL IMPROVEMENTS.
ANY PAVING SHOWN HEREON MAYBE APPROXIMATE DUE TO EXCESSIVE SNOW ANDIOR ICE.
Z NOTE
I
EL EVA TIONS HEREON AREHASED ON
Z� GPS ELLIPSOID DA TA, AND ARENOT
RELATED TO MSL.
Z
i
AS -BUILT SURVEY I" =401
NO CORNERS SET THIS DATE
KFENCE
rI HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY
OF THE FOLLOWING DESCRIBED PROPERTY
L0T27, SEI -4 SEC 15, T12N, R3 W, SM
EXCEPTING THAT PORTION (SOUTH 75)
TAKEN FOR RIGHT OF WAY
ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE
VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN
THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS
EXIST OTHER THAN NOTED.
DATED AT ANCHORAGE,ALASKA THIS 3RD DAY OF
DECEMBER , 2021
HOLT LAND SURVEYING
9309 GROVER DRIVE
ANCHORAGE,AK 99507
15315 FH 219-59 345513