HomeMy WebLinkAboutROCKHILL BLK 2 LT 17
Municipality of Anchorage
On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: _OSP251298 PID Number: 015-362-29
Dwelling: RN Single Family (SF) 171 with ADU [I Duplex (D) R Two Single Family Project: [:1 New OR Upgrade
Name
ASPEN GROVE TRUST C/O ARM SEPTIC SERVICES
A ORPTION FIELD
El D Trench El Wide Trench R Bed Zound
Site Address
6460 LIMESTONE CIRCLE, ANCHORAGE, AK
Other Z
Phone
Number of Bedrooms
Soil Rating�ISF
depth grade
907-688-9433
4
ITotai
Ft.
LEGAL DESCRIPTION
Depth to pipe invert from I origigal'S-de -rr' ,
EXISTING 401
el depth beneath pipe
Subdivision Block Lot
ROCKHILL 2 17
Ft.
Fill added above originalI length
Ft. !n Ft.
Township Range Section
Gravel width
�� Ft.
Beds: Number of Lines
Di Ines
Ft.
SEPARATION
DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total rption area
Number of trenches
Dist, between ches
From
Tank
Field
Tank
Line
Ft2
-
Well
100'+
EXIST.
-
-
25'+
TANK 9 Septic 0 S.T.E.P. 171 Holding 0 Other
Manufacturer
GREER TANK
Capacity
*1500 Gal.
Surface Water
100'+
EXIST.
-
-
Material
Number of compartments
Lot Line
5'+
EXIST.
-
-
NA
PLASTIC
2
Foundation
10'+
EXIST.
-
-
LATION
I
Manufacturer
Remarks *TANK IS LARGER THAN REQUIRED.
Gal.
Alar:�Ioc:>fion�E 1e cy "
7 r tailed 1 4"�
Installer
PIPE MATERIAL House totank D3034Tank to D3034
drainfield
ARM SEPTIC SERVICES
Drainfield EXISTING COIMTD3034
Inspector GARNESS ENGINEERING GROUP, LTD.
BENCHMARK (Assumed elevation) 100.00 It
Inspdates: ection Is, 11/6/2025
Location and description
2 nd
3'd 4"'
BOTTOM OF SIDING NEAR FCO
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineers Stamp
optSSooQdOOF
Conditional Approval: Date
T 7
....... ... .. .. ..... ........
Septic Syste
ey Go ess
I
Approved Date
9. CE -79 3
T
ta -IS'
e: this approval does not include well permit requirements
Pr ofessi-l'o'
#aeCC884
kr%qzv V;;1UzJ 71
PERMIT NUMBER:
OSP251298
RECORD
DRAWING
PARCEL ID NUMBER:
015-362-29
A B
!••
' ••' •
/
FCO 55.1 12.0
\
:� _ .
•' 'DRIVEWAY •;'
,
MH1 56.4 51.1
••..:: ..:'..;
ST1 59.7 55.0
•`�
' ' , :, f„ •.
!'••
DBL1 62.2 57.8
�'
' -.
DBL2 62.9 58.5
,
I
/
\
•• . ' .
��'
NOTE: PIPE LOCATIONS ARE
\
I /
SHOWN PER GEG SHOTS
TAKEN WITH LEICA DISTO
/i
S910 LASER DISTANCE
METER. SWING -TIES TO
HOUSE CORNERS WERE
GENERATED IN AUTOCAD.
$
EXISTING
4BEDROOM
/
m
HOUSE
NOTE: PER THE CONTRACTOR, THE OLD
NEW 1500 -GALLON
SEPTIC TANK WAS DECOMMISSIONED
o
GREER PLASTIC
PER UPC AND DISPOSED OFFSITE.
C
SEPTIC TANK
U)\
B
/,
\ DOUBLE CLEANOUTS
(DBL1 & DBL2)
EXISTING
DRAINFIELD
G
I
APPROXIMATE LOCATION OF DRAINAGE
OPEN
CHANNEL O
MAPPING. R
NG. NO WATER OBSERVED
S
R ED
WITHIN 100• • FEET OF DRAINFIELD ON
9/22/2025 AND ON 11/13/2025
l /.
10' TELE. & ELEC. ESM'T.
OF
9 Ltd /u..uu.n m ■ uuuu■Suw�
ENGINEERING «, SALES - CONSULTING
3701 EAST TUDOR ROAD SUITE 101 -ANCHORAGE, ALASKA • PHONE (907) 337-8179 • WEBSITE. www.gamessengineenng eom •••a. ■ •■..•••■.■. ............mo
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: '; J Ga eS5 �' 4/t
C/O ARM SEPTIC SERVICES 907-382-0333 2 OF 3 �j�� C -79537;�• AV
Air
PROJECT/LEGAL DESCRIPTION: DRAWN BY:•'••••••••�
ROCKHILL; BLOCK 2, LOT 17 J.L.M. 1� FQ p'•• ••.�••• P�, ��►
TYPE OF WORK: DATE:LIC NSE
♦r1,S`;; `►��
RECORD DRAWING OF SEPTIC TANK UPGRADE 11/13/2025 #AECC884
P NUMBER: RECORD DRAWING V Y I N G PARCEL ID NUMBER:
OSP2SP251298 015-362-29
TOP OF MANHOLE FINAL GRADE
GARNESS ENGINEERING GROUP, Ltd
ENGINEERING SALES CONSULTING
3701 EAST TUDOR ROAD SUITE 101 `ANCHORAGE, ALASKA -PHONE (907) 337-6179 ' WEBSITE: wm .gamessengineering.tom
PREPARED FOR: HONE NUMBER: PAGE NUMBER:
P
C/O ARM SEPTIC SERVICES 907-382-0333 3 OF 3
PROJECT/LEGAL DESCRIPTION: DRAWN BY:
ROCKHILL; BLOCK 2, LOT 17 J.L.M.
TYPE OF WORK: DATE:
RECORD DRAWING OF SEPTIC TANK UPGRADE 11/11/2025
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#AECC884 '® ®�'�*
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: OSP251298
Work Type: Septic Renewal
Tax Code Number: 01536229000
Site Legal Address: ROCKHILL BLK 2 LT 17 G:2438
Site Mailing Address: 6460 LIMESTONE CIR, Anchorage
Owner: ASPEN GROVE TRUST
Design Engineer: GARNESS ENGINEERING GROUP LTD
This permit is for the construction of:
Effective Date
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
8/22/2025
8/22/2026
55386
❑ Disposal Field 2 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:
Issued to GEG
Date: 8/22/2025
Date: 8/22/2025
4
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 015-362-29
Property owner(s) Jay and Kathy Rowe c/o ARM septic
Mailing address 6460 Limestone Circle *Anchorage
Site address same
Legal description Rockhill B2 L17
Number of Bedrooms 4
Engineering Firm Garness Engineering Group
Building Permit Number
Day phone 907-688-9433
Not Applicable ❑
APPLICATION IS FOR: APPLICATION IS AN:
(® all that apply)
Disposal Field
❑ Initial ❑
Septic Tank
❑ Upgrade ❑
Holding Tank
❑ Renewal ❑
Privy
❑
Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Permit/Rush Fees: Of f
Date of Payment: $/W24
Permit No. I,Y2V)w
May 2025
Waiver Fees:
Date of Payment:
Waiver No.
Distance:
GARNESS ENGINEERING GROUP, Ltd
ENGINEERING SALES CONSULTING
August 14, 2025
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater
4700 Elmore Road
Anchorage, AK 99507
Subject: Request for Re -issuance of Permit (OSP241119) to Replace the Septic Tank at
Rockhill Subdivision, Block 2, Lot 17
To whom it may concern:
A permit (OSP241119) to replace the septic tank on the subject property expired on 6/7/25. We
are requesting that the permit be reissued so that the new tank can be installed. To the best of
our knowledge, there has been no change in the site conditions that would invalidate the
previously approved design.
please contact me.
I.S.
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.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.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP241119
Work Type: SepticTank Upgrade
Tax Code Number: 01536229000
Site Legal Address: ROCKHILL BILK 2 LT 17 G:2438
Site Mailing Address: 6460 LIMESTONE CIR, Anchorage
Owner: ASPEN GROVE TRUST
Design Engineer: GARNESS ENGINEERING GROUP LTD
This permit is for the construction of:
Effective Date
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
6/7/2024
6/7/2025
55386
❑ 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
Reeeive"y: -fo Date:
Issued By: Date:
1712-
-
ON-SITE SEPTICIWELL PERMIT APPLICATION
Parcel I.D. 015-362-290, 4- KAY gowe'
Property owner(s) C/O ARM SEPTIC ZVICES Day phone 907-688-9433
Mailing address 6460 LIMESTONE CIRCLE *ANCHORAGE, AK
Site address 6460 LIMESTONE CIRCLE *ANCHORAGE, AK
Legal description (Sub'd., Block & Lot) ROCKHILL; BLOCK 2, LOT 17
Legal description (Township, Range & Section)
Lot Size
Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(Z all that apply)
Absorption Field
Fj
Initial D
Single Family (SF)
(w/wo ADU)
Septic Tank
El
Upgrade
Duplex (D) ❑
Holding Tank
❑
Renewal ❑
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION
INCLUDES A 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: S Waiver Fees:
Date of Payment: Date of Payment:
Receipt Number: Receipt Number:
Permit No. l P f Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit ApplicationAm
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241119, Deb Wockenfuss, 06/07/24
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241119, Deb Wockenfuss, 06/07/24
GE
THAT PERTAINS TO THIS DES GN.ICATION BY PROCEEDING\ NERGEG, Ltd. HAS AN 8 PAGE LE17ERaL`DGAr/DN OF7oo ✓EI�RgDIUg
FORWARD WITH THIS INSTALLATION, THE \ I
ENGINEER, WELL DRILLER, CONTRACTOR AND
PROPERTY OWNER AGREE THAT THEY HAVE \ /
READ THESE SPECIFICATIONS AND AGREE TO
ACCEPT THE TERMS AND CONDITIONS OUTLINED.
' DRIVEWAY
• •. r
.. ..�:• �• • tib.:
? EXISTING 4 /
z BEDROOM HOME
V
r
6r,CVLu,��, a'L, Llb
-W E'
p APPROXIMATE LOCATION OF EXISTING SEPTIC
Y TANK; TO BE DECOMMISSIONED PER UPC
_ CO
(P\
\ \ DBL7
/ MH1 .' APPROXIMATE LOCATION OF EXISTING DRAINFIELD
/ 9
PROPOSED 1500 GALLON HDPE GREER TANK
/.
GENERAL LOCATION OF "()'WELL RADIUS
APPROXIMATE LOCATION OF DRAINAGE DITCH PER MOA
WETLANDS MAPPING; PROPOSED DRAINFIELD IS 100'+ W
ROCKHILL; BLOCK 2, LOT 18
N
i---------
10' TELE. 8 ELEC. ESM'T.
1" = 40'
Aw
�,.• �#
GARNESS ENGINEERING GROUP, Ltd 4
ENGINEERING SALES CONSULTING =_ -
3701 EAST TUDOR ROAD SUITE 101 'ANCHORAGE, ALASKA • PHONE (907) 337-5179' WEBSITE: v~.gam ss gneef g.com. • • . ........................
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ♦ (� :..Je ey arness r
C/O ARM SEPTIC 907-382-0333 2 OF 2 �j ° C 7Q53
snAw
PROJECT/LEGAL DESCRIPTION: DRAWN BY:
!Val
♦�♦ �•• Z'd•.•'•c���'�
ROCKHILL; BLOCK 2, LOT 17 D.J.G. 0� FOP • ..." �\P� �4W
TYPE OF WORK: DATE:
LICENSE ,4"SS\ �•
DESIGN OF SEPTIC TANK UPGRADE 5/31/2024 #AECC884
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241119, Deb Wockenfuss, 06/07/24
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· Municipality of Anchorage Page
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site WasteWater Disposal System and/or Well Inspection Report
Permit Number: SI,¢ 97OO¥8 PIDNumber: 01~.~
Name:
1~,~), ~ ~ Re ~ ~ Wastewater System: ~ New ~ Upgrade
Address:
'Phone: 3~.~1~ ~No. of B~drooms: ~ Deep Trench ~ Shallow Trench ~Bed ~Mound ~Other
LEGAL DESCRIPTION ~o~, Rating; Total Depth from origina~ grade:
O, 8 GPD/Sq. Ft, Il,
Lot: J 7 Block: ~~o~Subdiv~i°n:~t~ !Depth to pipe bo~om~, ~fr°m original grade: Ft Gravel depth~,beneath~ pipe Ft.
Township: ~ Range: ~ Section: Fill added above original grade: Gravel length:
I
I, O Ft. ~ 3 Ft.
WELL: ~ New ~ Upgrade Gravelwidth: Number of lines: Distance between lines:
Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: ~.~
Date Drilled: Static Water Level: Installer: Date installed:
Yield: ~ GPM;~ Pump Set at: Ft. Casing Height/~Above~ ~Gr°und:Ft. TANK
SEPARATION DISTANCES ~Septic D Holding D S.T.E.P.
TO Septic Absorption Lift Holding Public/Privat~ Manufacturer: Capacityin gallons:
From Tank Field Station Tank Sewer Lines ~ O~ ~ ~ ~
Number of Compa~ments:
Surface
Water ~' >~' - - LIFT STATION
LineL°t ~, ~ ~ ~ -- . Size in gallons:I~ Manufacturer:
Foun~tionf~ ~, ~' -- - -- "Pump on" level at: "Pump off" level at:I~ High water alarm at:
Cu~ain Pump Make & Model ~ Electrical Inspections pedormed by:
Remarks: ~e~ /~tl~ ~t~ ~ BENCH MARK
Location and Description:
ENGINEER'~ 8EA~
~o
72-O13 (Rev. 9/91) MOA 25 ., ;:: ,~ ,,
PERMIT NO:SW970048
tPID NO: 01536229
PAGE 2 OF 3
LOT 17
BLOCK 2
LOt 18
(VACANT)
SWING TIES:
FROM:·
TO:
FDN. C.C. "D" 79.5' 142'
S.T.C.C. "E" 115' 139'
S.T.C.C. "F" 124' 144'
DBL. C.C."G" 130' 147'
TR. C.C. "H" 167' 209'
TR. M.T. "1" 164' 197'
TR. C.C. "J" 161' i68'
TBM ..~LL
WELL"A" L16,B2 HSE. ,R ,,'
CORNER "B" 4 BDRM HOUSE
1250 GALLON
SEPTIC TANK
oUSE UNDER
N
LOT 16
BLOCK 2
SITE FOR SIMILAR ~/',,"~
REPLACEMENT TRENCH
53' (EFFECTIVE LENGTH) T'
SOIL ABSORPTION TRENCH --
W. 8.3' GRAVEL BELOW PIPE 'H"
LOT ~7, BLK. 2, ROCKHILL SlD
SEPTIC SYST. INSTALLATION
AS-BUILT PLAN VIEW
FLATTOP TECHNICAL SERVICES SCALE: 1" = 30'
14530 ECHO STREET DRAWN BY TFM
ANCHORAGE, ALASKA 99516 SEPT., 1997
PERMIT NO:SW970048 PAGE 3 OF 3
PID NO:01536229
4 SOIL
1250 GALLON
SEPTIC TANK ,,
INV. INV. ',
92.3' 92.0' ,,
BOTTOM T.~ #1
ELEV. 75.0' ~
DRY 5~23/97
3' SOIL COVER
PIPE INV. 90.8' (I
8.3' SEWER GRAVEl
BOTTOM TRENCH EXCAVATION
ELEVATION 82.5'
53' LONG SOIL ABSORPTION TRENCH
LOT 17, BLK. 2, ROCKHILL SID
SEPTIC SYST. INSTALLATION
AS-BUILT PROFILE VIEW
FLATTOP TECHNICAL SERVICES
14530 ECHO STREET
ANCHORAGE, ALASKA 99516
NOT TO SCALE
DRAWN BY TFM
SEPT., 1997
From : ~PI~ DRILL 987 J45 0~2 0¢t.20.1997 06:15 AM P02
STATE OF ALASKA
DEPARTMENT OF NATURAL RESOURCES
DIVISION OF MINING & WATER MGMT
WATER WELL RECORD
LOCATION OF WELL
, . ,, , , [:iS DW
LOCATIONfSKETCH= WELL OWNER: "~ f ~ ~ ~~-~
DEPTHS MEASURED FROM:C::]casing top Flground surface
SOREHOLE DATA: Depth
Mate¢ial Type and Color From To
WELL DEPT)~:
Depth of hole: ~ ft
Depth of casing;'g-~"~ ft
DATE OF COMPLETION
.... / /7/
DEPTH TO STATIC WATER LEVEL:
~"/ ~' ft below ,;~ top of casing [:::} ground surface
Date: ..~__.__1 /? / ~Z7
METHOD OF DRILLING: /J~air rotary [] cable t~ol
[] other
USE OF WELL; ~ (j0mestic ~ irrigation [] monitor
[] public ~_Jpp!y [] other,
CASING STICK-I fi. Diem:
Casing ty
OPENING TYBE~. ~: open
WELL
INTAKE
~r Perforate~. F'I open hole '~,= ~ '
Depths of openings: ,,~ ~ to ~
SCREEN TYEE.~ Diam:
Slot/Mesh Size: Length:
in. to ~O it
GRAVEL PACK TYPE:
Volume uae(J: Depth to top: ,
GROUT TYPE:
Depth: from ft to ft
DEVELOPMENT
Duration:
LEVEL AND YIELD:
ft afte~ ~.-
PUMP INTAKE DEPTH; __ ft H0r$opowe;:
WELL DISINFECTED UPON COMPLETION? ~ YES [~ NO
CONTRACTOR INFORMATION:
Register~(j Business Name . /
igrmture Of Authorize~f Respraae/ef&tive Date '
REMARKS:
PLEASE MAIL WHITE COPY OF LOG TO:
DNRIDIVI$10N OF MINING & WATER MGMT
3601 C St, Sultl 800
ANCHORAGE AK 99503.5936
Phone (907}266.8639. Fax {907)662-1384
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUM_AN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW970048
DESIGN ENGINEER:FLATTOP TECHNICAL SERVICES
OWNER NAME:KATHY & JAY ROWE
OWNER ADDRESS:3982 EASTWOOD LOOP #B
ANCHORAGE, ALASKA 99504
DATE ISSUED: 4/03/97
EXPIRATION DATE: 4/03/98
PARCEL ID:01536229
LEGAL DESCRIPTION:
ROCKHILL BLK 2 LT 17
LOT SIZE: 55386 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
1. THE ATTACHED APPROVED DESIGN.
2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 iqND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (iSA_AC72) AND DRINKING WATER REGULATIONS {18A3~C80).
3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
RECEIVED BY: ~~
i SU D BY: f
DATE:
DATE:
CIVIL & ENVIRONMENTAL ENGINEERING * ENERGY CONSERVATION & ANALYSIS
THEODORE F. MOORE, P.E. 14530 ECHO ST.
PH: (907) 345-1355 ANCHORAGE, ALASKA 99516
March 19, 1997
M.O.A. DHHS
P.O. Box 19-6650
Anchorage, AK 99519
Dear Sirs:
RECEIVED
MunicipalitY of Anchorage
Dept. Health & Human Services
The purpose of this letter is to provide the required design narrative in support of our application for
a permit to construct wastewater disposal facilities on Lot 17, Block 2, Rockhill S/D, located on
Limestone Circle. Soils logs, perc test results, a site plan, design drawings and specifications are
enclosed for your review.
The proposed system will be constructed in the vicinity of test hole # 1. As can be seen from the soil
log, the native material between 4 feet and 14 feet is a variable stratum of clean, highly permeable gravel
overlying a gray silty sand with a measured perc rate 4 minutes per inch. Using a somewhat conservative
soil application rate of 0.8 gpd/sq, ft. specified in the wastewater ordinance for soils with percolation
rates of between 6 and 15 minutes per inch, this 4 bedroom residence requires a total absorption area of
(4 x 150)/0.8 -- 750 square feet. The proposed 50 foot long trench design with 7.5 feet of effective
gravel depth has a total absorption area of 750 square feet.
The topography of the lot in the area of the proposed construction slopes down towards the southeast
at 10%.
The proposed project will have no significant impact on present or future water supply and
wastewater disposal systems serving adjacent properties, nor will it have any significant impact on
reserved space-surface and subsurface, or on drainage.
Please give me a call at 345-1355 if you have any questions on this submittal.
Sincerely,
Ted Moore, P.E.
PROP. ~ ', ', SEPTIC TANK
,' BLOCK 2
,,, ~' LOT 10
, , NETTLETON
,' ', ACRES
LOt 3A
MARY~ND
', S/D
LOT 27
~.~:~(~A~)~ LOT 17, BLOCK 2, ROCKHILL S/D
~';.T ~.~ ~r~ ~ ':~,.. PROP. WELL AND SEPTIC SYSTEM
~ -. ~ - ~ ~ ~'.., ~, SITE PLAN
~- ' ~ "~;" ",' ~ F~TTOP TECHNICAL SERVICES 1 INCH = 50 FEET
~/ ~ ~ ~.~ 14530 ECHO STREET DRAWN BY TFM
$~~,,._ :;,~X~ ANCHORAGE, AK ~S~O AUGUST, ~99~
~, '.,, ~, C~ ~ ~3o2 .~ .: NOTE: THIS IS NOTA SURVEYED P~T.
4~' %, *~ ~:' f ALL LOCATIONS SHOWN ARE APPROXIMATE.
1250 GALLON
SEPTC TANK
50' LONG SOIL ABSORPTION TRENCH
__WITH 7.5' GRAVEL BELOW DIST. PIPE~
DOUBLE
C.O.
4" DIA. D-3034 NON-PERF ~
"A" ~'- ~// 4,, DiA. F.810 PERF PiPE ~//~
:::::::::::::::::::::::: ..... ; ......................... ¢
~'- u.T. c.o.~
50
PLAN VIEW
SCALE: i" = 50' - 0"
11.
7.5
SECTION "A - A"
SCALE: 1" = 5' - 0"
CLEANOUT
-MONITOR TUBE
qD BACKFILL 12"
1
-- )RIGINAL GROUND
-- ;ILTER FABRIC
DIA. F-810 PERF. DIST. PIPE
1/2" SEWER GRAVEL
OF EXCAVATION
LOT 17, BLK. 2, ROCKHILL S/D
SEPTIC SYSTEM CONSTRUCTION
PLAN AND CROSS-SECTION
FLATTOP TECHNICAL SERVICES
14530 ECHO STREET
ANCHORAGE, AK, 99516
SCALE: AS SHOWN
DRAWlq BY: TFM
MARCH, 1997
Flattop Technical Services
14530 Echo Street, Anchorage, AK 99516
Phone (907) 345.1355
RECEIVED
Lot 17, block 2, Rockhill S/D API~ 4 195 [
Limestone Circle
.... Municipality of Anchorage
Wastewater disposal system ]nstahauon Dept. Health & Human Services
Specifications
1.0 General:
1.1 The scope of the project consists of installing a 1250 gallon septic tank followed by a 50 foot
long soil absorption trench containing a total of 8 feet of sewer gravel
1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor
deviations from these drawings may be allowed or required by the engineer conducting the inspections.
All construction procedures and material specifications shall conform with Municipal and State
requirements. All separation distances shall be in conformance with Municipal requirements, unless
specifically waived.
1.3 The contractor shall be responsible to obtain any necessary fitility locates, and to work around
any buried utilities.
1.4 The contractor shall provide adequate cover material and rough grading over all system
components to ensure that proper drainage is achieved after settlement and that there are no residual
depressions. Insofar as possible the contractor shall minimize damage to trees and existing lawn areas.
1.5 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading after
the soil is compacted, as well as placement of topsoil and reseeding all areas disturbed by {he
construction.
2.0 Septic Tank:
2.1 The new 1250 gallon, 2 compartment septic tank shall be Municipally approved and shall be set
level on undisturbed soil. Each compartment shall be equipped with a watertight manhole cover and a 4"
cleanout. If the tank is buried less than 4 feet, it shall be insulated with 2 inches of approved burial type,
rigid insulation.
2.2 All pipe connections to the tank shall be equipped with waterproof mechanical couplings. The
waste line from the residence to the septic tank shall have a minimum slope of 1/4'" per foot, and the
waste line between the tank and the soil absorption system shall have a minimum slope of 1/8" per foot.
A cleanout shall be installed within 5 feet of the building foundation, and a double cleanout shall be
installed within 5 feet downstream of the septic tank.
3.0 Soil absorption system:
3.1 The soil absorption system shall be constructed by excavating a trench to a total depth of 11.5
feet below original ground level in the vicinity of test hole #1.
3.2 The bottom of the excavation shall be level. Any compacted or smeared surfaces shall be raked
to allow proper infiltration. Sand for leveling or serving as filter material shall comply with Municipal
specifications.
3.3 A total of 8 feet of approved sewer gravel shall be placed in the bottom of the excavation with
the perforated distribution pipes laid level such that the pipe inverts are no less than 7.5 feet above the
bottom of the sewer gravel. Sewer gravel shall be 0.5" - 2.5" screened gravel, with less than 3% passing
the #200 sieve.
3.4 Monitor tubes and cleanout pipes shall be of 4" diameter and installed in the locations shown on
the design drawings. The portion of the monitor tube extending through the sewer gravel shall be
perforated.
3.5 Approved filter fabric shall be placed over the entire top surface of the sewer gravel. A minimum
of 2 feet of soil cover is to be placed over the filter fabric. If the soil cover thickness is less than 3 feet,
two inches of rigid, burial type insulation is to be placed over the entire top surface of the gravel, in
addition to the filter fabric.
3.6 The top surface of the cover material shall be raised a minimum of 12 inches higher than the
surrounding terrain to allow for subsequent settlement, and shall be graded to smooth contours. Fill
slopes shall be no steeper than 3:1.
3.7 Unless specifically agreed otherwise the homeowner shall be responsible for arranging to have
the site finish graded after the backfill material has stabilized, and for placement of adequate topsoil and
seed to promote rapid revegetation of all areas disturbed by the construction.
4.0 Inspections:
4.1 A minimum of 4 engineering inspections will be required during the course of the project: (1)
initial stakeout with the contractor to establish the location of the system and to discuss the plans,
specifications and construction procedures, (2) after the native material has been excavated to expose the
infiltrative surface to ensure that it is level and at the right elevation, and conforms with the soil test
information, (3) after the sewer gravel is in place and the distribution pipes have been laid and connected
up to the septic tank, but prior to placement of insulation or filter fabric, and (4) after rough backfill and
grading is complete. The septic tank requires one inspection after it is set level and the piping connected,
but prior to backfill. This inspection may be incorporated with any of the above inspections.
4.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in
advance to ensure the availability of the engineer.
TEST HOLE
LEGAL DESCRIPTION:
DATE PERFORMED:
PERFORMED FOR:
DEPTH~
:::::::::::::::::::::::::::::::::::::::::::::::
;::.':':::.:::.:::::.:
!::.::::.::::.::::.:
_?.::::.::::.:::...:
.::'.:.::::.::::.::::.:
.:::.;::::;:::.::'..;:
-;:::.'.:::.::::2::;
..':::..':::;:::;:::.:
;:::2::.::::;:::;
_.::::.::::.::::.::::.:
;:::.:::.;::'..;::'.:.:
;:::.::::.::'.:.:::.;:
-;:::/:::;:::2:.;:
..'::::':::.:::.:::::.:
;:::.::::.:::.'.:::.;;
(feet)
1
FLATFOP TECHNICAL SERVICES
14530 ECHO ST.
ANCHORAGE, ALASKA 99516
SOILS LOG -- PERCOLATION TEST
Lot 17, Block 2, Rockhill S/D
July 15, 1996
Pt.
Jay and Kathy Rowe
SM Reddish sturdy loam
GP Clean sandy gravel
Loose, dry
will perc <<1 min./inch
(stratum thicker @ N end of T.H.)
SM Gray silty sand
Dense, w. cobbles
(see perc test data)
SP Clean fine sand
Dry
SLOPE
Depth to Groundwater Date
No ~roundwater 7/15/96
Monitor tube dry 7/24/96
CO
SITE PLAN
LOT 1~
BLK. 2
#2
..... i ..... i ..... i ..... i ..... : ..... : ..... : ..... : ..... : .....
COMMENTS: Perc test was conducted in SM stratum @ near the south end of the test hole. Recommend designing soil absorption trench on basis
of 0.8 gal./day/sq, ft., with upper portion of trench encmnpassing faster percing GP stratum.
PERFORMED BY FLATTOP TECHNICAL SERVICES. I ~'.~ ~ CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
PERCOLATION RATE 4 (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN 7.25 FTAND 7.7~ FT
Clock Net Time Percometer Net Drop
Date Reading Time (minutes) Reading (inches)
7/15 12" Presoak 27 3/8
Add water & start 4:42:15 23 1/2
#1 4:50:15 $ 21 7/16 I 15/16
Add water 4:50:40 23 7/16
02 4;58:40 8 21 3/8 2 1/16
Add water 4:59 23 1/2
#3 5:07 8 21 7/16 2 1/16
TEST HOLE # 2
LEGAL DESCRIPTION:
DATE PERFORMED:
PERFORMED FOR:
DEPTH
(feet)
COMMENTS:
FLATTOP TECHNICAL SERVICES
14530 ECHO ST.
ANCHORAGE, ALASKA 99516
SOILS LOG -- PERCOLATION TEST
Lot 17, Block 2, Rockhill S/D
July 15, 1996
Jay and Kathy Rowe
Fill material
Peat, stumps, etc
Not suitable for soil abs.
GP Sandy gravel
Similar to T.H. #1
SLOPE
SM Gray silty sand
Similar to T.H. #1
Depth to Groundwater Date
No ~roundwater 7/15/96
Monitor tube dry 7/24/96
Clock Net Time Percometer Net Drop
Date Reading Time (minutes) Reading (inches)
PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND FT
No monitor tube was set in this test hole due to the fact that the upper material is unsuitable.
PERFORMED BY FLATTOP TECHNICAL SERVICES. I _~.,~,~ ~"~. CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
TEST HOLE
FLATTOP TECHNICAL SERVICES
14530 ECHO ST.
ANCHORAGE, ALASKA 99516
SOILS LOG -- PERCOLATION TEST
LEGAL DESCRIPTION: lot 17, Block 2, Rockhill S/D
DATE PERFORMED: July 15, 1996
PERFORMED FOR: Jay and Kathy Rowe
DEPTH
(feet) SM Fill material
Pt.
SM Reddish sandy loam
SM Gray silty sand
Dense, some cobbles
Similar to T.H. #1
SLOPE
#3
COMMENTS:
Depth to Groundwater Date
No groundwater 7/15/~6
Monitor tube dry 7/24/96
SP Clean fine sand
Similar to T.H. #1
Clock Net Time Percometer Net Drop
Date Reading Time (minutes) Reading (inches)
PERCOLATION RATE
(minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND FT
This test hole was dug to check the contiuuity of the strata encountered in T.H. #1. No GP stratum was encountered.
PERFORMED BY FLATTOP TECHNICAL SERVICES. I ~...~ ~ CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WiTH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: (907)343-7904
On -Site Water & Wastewater Section Fax: (907)343-7997
Certificate of On -Site Systems Approval
OSC251522
Parcel ID 015 -362-29
Legal description ROCKHILL BLK 2 LT 17
Site address 6460 LIMESTONE CIR
Expiration Date: 9/22/2026
Current property owner(s) ASPEN GROVE TRUST
X The On-site system(s) is/are approved for 4 bedrooms
W
Conditional approval for bedrooms, with the following stipulations:
Comments or conditions:
No comments
Original Certificate Date:
11/24/2025
This rtificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject
s em(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage,
ev
elopmentt 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
Absorption Field Advisory
Tank Age Advisory
Other
Well Flow Advisory
Nitrate Advisory X
Arsenic Advisory
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On-Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On-Site Systems Approval Application
1. GENERAL INFORMATION
Parcel I.D. 015-362-29
Complete legal description ROCKHILL, BLOCK 2, LOT 17
Location (site address) 6460 LIMESTONE CIRCLE, ANCHORAGE, AK
Current property owner(s) ASPEN GROVE TRUST pay phone 907-382-0333
2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS
3. TYPE OF WATER SUPPLY: FE-1 Private Well serving # dwelling units
Other Non-public well as regulated by MOA ❑ Water Storage
Community Well or Public
4. TYPE OF WASTEWATER DISPOSAL: 10-11 Private Septic ❑ Private Septic serving 2 dwelling units
❑ Holding Tank ❑ Community Septic or Public Sewer
5. SEPTIC TANK: ❑ Steel 11011 Plastic ❑ Concrete ❑ Fiberglass
Age NEW - See advisory if steel or fiberglass older than 20 years
5. ABSORPTION FIELD: ❑ AWWTS '❑ Bed 011 Deep Trench ❑ Wide Trench ❑ Seepage Pit
z
Waiver request for Distance:
3
Expedited review requested: ❑
By applying for this entitlement, this property is subject to inspection by municipal On-site staff
to verify the accuracy of the information provided. F
COSA Fee $SJ Waiver Fee $
Date of PaymentDate of Payment
COSA # Z� X22 Waiver #
COSA AppiicaUan Ap2025.doc
COSA Checklist
Legal Description: ROCKHILL; BLOCK 2, LOT 17
Parcel ID: 015-362-29
If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system 1
A. WELL DATA
❑ Well log is filed with Onsite (or attached)
Date drilled 5/17/1997 Total depth 80 ft
Cased to 80 ft
MR Sanitary seal is functioning correctly
❑■ Wires are properly protected
Casing height (above ground) 18+ in.
Date of flow test for COSA 9/22/2025
Static water level at beginning of test 45.8 ft.
Comments
B. TANK DATA
Measured operating fluid level in septic tank NEW
Date of pumping NEW
❑ Required maintenance completed, if AWWTS
Comments:
D. DISPOSAL FIELD DATA
Which system tested (date installed) 5/23/1997
❑ ALL standpipes present per record drawing
Total measured depth from grade 12.7 ft (max)
Measured depth to pipe invert from grade 3.9 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) NONE
If yes, enter date
Comments/Deficiencies:
COSA Checklist_May2025.docx
Well production at time of test 7.3+ gpm
Water storage tank volume N/A gallons
Well disinfected for coliform test? ❑ Yes 0 No
R Coliform bacteria is Negative
Nitrate 9.00 mg/L ❑ Nitrate less than MRL (ND)
Arsenic ug/L 0 Arsenic less than MRL (ND)
Collected by GARNESS ENGINEERING
Date 10/2/2025
STATION
❑ Require
Age of lift station
Lift station maW
ce co
Adequacy test date 9/22/2025
Results 0 Pass
Fluid depth prior to test
23.5 in
Water added
750 gal
New fluid depth
37.75 in
Elapsed time
120 min
Final fluid depth
26.5 in
Absorption rate
600+ gpd
FIELD STATUS
— POST RECOVERY
Effective depth (per record drawings) 99.6 in
Effective depth used 26.5 in
Effective depth remaining 73.1 in
E. SEPARATION DISTANCES
From Well on Lot to: (Please enter distances if less than required)
Septic Tank/Lift Station on Lot > 100'
-❑✓ Yes if No ft
Neighboring Tank > 100' 0 Yes if No ft
Disposal Field on Lot > 100' Q✓ Yes if No ft
Neighboring Disposal Fields > 100'
❑✓ Yes if No ft
Sewer Line/Main > 100' QYes if No ft
Sewer Manhole/Cleanout > 100'
❑✓ Yes
if No ft
Sewer Service/Septic Line > 25'171 Yes
if No ft
Holding Tank > 100' ❑✓ Yes
if No ft
Animal Containment > 50' ❑✓ Yes
if No ft
Manure/Animal Excreta Storage > 100'
Q Yes if No
❑ N/A — Served by Community Well (not on lot) or Public Water
From Septic/Holding Tank and Disposal Field(s) on Lot to: (Please enter distances if less than required)
Tank to Foundation > 10' ❑✓ Yes if No ft Surface Water > 100' - ❑✓ Yes if No
Field to Foundation > 10' ❑✓ Yes if No ft
Tank to Property Line > 5' ❑✓ Yes if No ft
Field to Property Line > 10' QYes if No ft
Water Main/Service Line > 10' ❑✓ Yes if No ft
F. ENGINEER'S COMMENTS
Wells on Adjacent Lots:
Wells > 100' ❑✓ Yes if No
Community Wells > 200' ❑✓ Yes if No
If tank or field is under driveway comment below
ft
ft
ft
ft
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 Garness Engineering Group, LTD. (GEG)
Engineer's Printed Name Jeffrey A. Gayness, P.E.
In 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.
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 and septic systems
depend upon a variety of variables, including (but not limited to) soil conditions, groundwater levels (that
may fluctuate during the year), quality of construction (materials and workmanship), and the water usage
of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG.
Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no
warranty (express or implied) regarding the future performance of the well or septic system. GEG makes
no representation whether an alternative well or septic system can be installed on the property in the event
either of the current systems fail to perform adequately in the future. The content of this report is for the
sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the
information provided in this report by any other person or party (including subsequent property purchasers)
is not authorized, nor will it confer any legal right whatsoever.
COSA Checklist_May2025.docx
Phone 907-337-6179
Date
9 1u \ -jam*,
VQ' .�.. V-1953 —_.• 0<
o
LICENSE�Q r0fession o
#AECC884
MUNICIPALITY OF ANCHORAGE
xDEVELOPMENT SERVICES DEPARTMENT i '"�1 907-343-7904
On -Site water and wastewater Section Ear: 343-7997
www.muni.org/onsite
Nitrate Advisory
Certificate of On -Site Systems Approval # OSC251522
Subdivision: Rockhill, Block: 2, Lot: 17
A water sample revealed a nitrate concentration of 9 milligrams per liter (mg/Q.
The Environmental Protection Agency (EPA) has established a maximum
contaminant level (MCL) of 10.0 mg/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. Since nitrates are known to slowly increase, we recommend
you monitor the water quality. Please see the attached "Nitrate Fact Sheet" for
important information regarding nitrate.
This advisory must be attached to all copies of the subject Certificate of On -Site
Systems Approval.
'Mailing Address � O gax 196650 *Anchorage, Alaska X9519 66aA �` www muni org �'
Nitrate Fact Sheet
From Northern Testing Laboratories, Inc.
Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate
is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells.
SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of
ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the
oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners,
food solids, and bacterial cells. It may also result from the breakdown of organic matter buried in the soil.
TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years, but is
associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of
young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood
stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry
oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the
concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered
from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization.
TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home
water treatment systems such as softening or iron filtration does not readily remove nitrate. The best
method for limiting nitrate in well water is source control. This can include avoiding overdosing of
fertilizer near the well and maintaining good separation distances between septic tank leach fields and
the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged
ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate.
TESTING: Nitrate analysis is usually done by one of the several "wet chemical' methods using a
spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect
the activity of nitrate in water. This laboratory uses several different wet chemical methods approved
under the public water supply laboratory certification program. They also have test kits available, which
the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can
monitor the change in nitrate levels from their well. They recommend comparing the test kit results
against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend
using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples.
�Q•�� OF At
49 1H -
SHANE A. HOLT..'
LS -6914 5J�
ssione% Lo
THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOWANY
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 THOSEAPPEARING 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 POSITIONADDITIONAL IMPROVEMENTS.
ANYPAVING SHOWN HEREON MAYBEAPPROXIMATE DUE TO EXCESSIVE SNOWAND/OR ICE.
N 89 58' 36" F 987 95
AS BUILT SURVEY 1" = 40'
NO CORNERS SET THIS DATE
I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY
OF THE FOLLOWING DESCRIBED PROPERTY
LOT 17, BLOCK 2, ROCKHILL SUB. ( PLAT 81-143)
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 14 th DAY OF
NOVEMBER , 2025
HOLT LAND SURVEYING
9309 GROVER DRIVE
ANCHORAGE,AK 99507
14506, FB 202-32 244-73 907.223.8615