HomeMy WebLinkAboutHOMAN ACRES LT 1Homan Acres
Lot 1
#015-271-52
Municipality of Anchorage
On -Site Water and Wastewater Section - (907) 343-7904 Page of
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP241350 PID Number: 015-271-52
Dwelling: Z Single Family (SF) R with ADU R Duplex (D) El Two Single Family Project: El New Z Upgrade
Name
LAURA J BONNER
ABSORPTION FIELD
El Deep Trench ®Wide Trench R Bed R Mound
Site Address
112TH
3101 E 112 AVENUE, Anchorage
El Other
Phone
Number of Bedrooms
Soil Rating1
otal depth from original grade
3
1.2 GPD/SFT
*8 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
6 Ft.
Gravel depth beneath pipe
2 Ft.
Subdivision Block Lot
HOMAN ACRES 1
Fill added above original grade
VARIES 05— 2.1 Ft.
Gravel length
53 Ft.
Township Range Section
Gravel width
5 Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To! Septic Absorption Holding Sewer
l
Total absorption area
Number of trenches
Dist. between trenches
Tank Lift Station
From Field Tank Line
375 F t2
1
Ft,
Well 100'+ 100'+ 25'+
TANK Z Septic 0 S.T.E.P. 171 Holding 0 Other
Manufacturer
GREER
Capacity
1000 Gal.
Surface Water 1100'+ i 100'+
Material
HDPE
Number of compartments
2
Lot Line 1 5'+ 1 10'+ NA
Foundation 10'+ 10'+
LIFT STATION
Manufacturer
Capacity
Gal.
Remarks Deep -Burial HDPE tank. *Able to elevate & install trench to
a total depth of 8' from original grade Win the same soil strata.
Alarm location
Electrical installed by
PIPE MATERIAL House to tank 3034 drainfield Tank to 3034
Installer
__
Drainfield 3034 CO/MT3034
Inspector FWC
BENCH MARK (Assumed elevation) 100 ft
Inspdates:
15` 2/24/25 „d 2/24/2025
Location and description
2ection
Yd 2/26/25 4'h 4/21/2025
BOTTOM OF SHOP SIDING
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Aw A
Conditional Approval: Date
AWAMW
7H
Septic Syste
Curtis Huffman
0.4�.
Approved -
CE 128991 •-,q
A1W
Date
.94/04/2 5. . Amw
ote: this approval does not include well permit requirem nts.
(Rev 05/02/1'8)
25
.
3
'
36.
6
'
LOT 1
49,950 sq. ft.
10
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
N
0
0
°
1
2
'
4
8
"
W
3
3
3
.
0
0
'
LOT 5
UTILITY
POLES
0
0
°
1
2
'
4
8
"
E
3
3
3
.
0
0
'
SH
E
D
LO
T
1
SHOP
LOT 2
PID:015-271-52 PERMIT:OSP241350
FIRST WATER CONSULTING
HOMAN ACRES LOT 1
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: OSP241350
Work Type: Septic Upgrade
Tax Code Number: 01527152000
Site Legal Address: HOMAN ACRES LT 1 G:2634
Site Mailing Address: 3101 Ell2TH AVE, Anchorage
Owner: BONNER LAURA J LIVING TRUST
Design Engineer: FIRST WATER CONSULTING
This permit is for the construction of:
Effective Date
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
10/30/2024
10/30/2025
49950
Q Disposal Field ❑ 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:
3
Date: 0 -3 2v z.7
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
ON -SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 015-271-52
Property owner(s) BONNER LAURA J LIVING TRUST Day phone
Mailing address 3101 E 112TH AVENUE, ANCHORAGE, AK 99516
Site address 3101 E 112TH AVENUE, ANCHORAGE, AK 99516
Legal description (Sub'd., Block & Lot) HOMAN ACRES LOT 1
Legal description (Township, Range & Section)
Lot Size 49,950 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN: TYPE OF DWELLING:
(Z all that apply)
Absorption Field
Initial ❑ Single Family (SF)
(w/wo ADU)
Septic Tank
0
Upgrade
Duplex (D) ❑
Holding Tank
❑
Renewal
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
El
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:. 0 Waiver Fees:
Date of Payment: to
Date of Payment:
Receipt Number: Receipt Number:
Permit No. 0-522HL350 Waiver No.
GADevelopment Services\Building Safety\On Site Water and WastewaterTormsUient Forms\Permit Application.doc
13030 Sues Way, Anchorage, AK 99516
907-350-9566 / firstwaterAK@gmail.com
!
!!
October 17, 2024
Municipalities of Anchorage
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
RE: SEPTIC SYSTEM UPGRADE PERMIT
LEGAL: HOMAN ACRES LOT 1
The property owner has requested we obtain a permit to upgrade the failed septic system of the
above referenced lot. We propose to install one shallow trench and reconnect to the existing
septic tank to serve the existing 3-bedroom residence. The design is based on the recent test hole
conducted on October 8, 2024. No groundwater was observed at test hole excavation or
monitoring.
The slopes are moderate at 0-3% at the proposed upgrade location. The lot and area are served
by private water. The design will not impact any of the neighboring properties. Please contact
us if you have any questions.
Sincerely,
Curtis Huffman, P.E.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241350, Curtis Townsend, 10/30/24
LOT 1
49,950 sq. ft.
10
'
U
T
IL
I
T
Y
E
A
S
E
M
E
NT
SHED
30
'
REBAR
REBAR
W/CAP
OV
E
R
H
EA
D
UT
I
L
IT
Y
L
I
N
E
WELL
N
0
0
°
1
2
'
4
8
"
W
3
3
3
.
0
0
'
N 90°00'00" E 150.00'
LOT 1 SHED
30
'
LOT 5
112TH AVENUE
UTILITY
POLE
S
0
0
°
1
2
'
4
8
"
E
3
3
3
.
0
0
'
3' ROAD AND
UTILITY
EASEMENT
APPROX
WELL
APPROX
WELL
DRIVE
3BR
HOUSE
SHOP
FIRST WATER CONSULTING
HOMAN ACRES LOT 1
DESIGN CALCS:
NO WELLS WITHIN
100' OF PROPOSED
SEPTIC FIELD
NO SLOPES >25% WITHIN 50'
OF PROPOSED FIELD.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241350, Curtis Townsend, 10/30/24
25.3'
36.
6'
FIRST WATER CONSULTING
HOMAN ACRES LOT 1
10
' UT
I
L
ES
M
T
LOT 5
LOT 1
HOMAN ACRES
LOT 1
NO WELLS WITHIN
100' OF PROPOSED
SEPTIC FIELD
DESIGN DETAILS:
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241350, Curtis Townsend, 10/30/24
3030 Sues Way - Anchorage, Alaska 99516
Tel. 907-350-9566 firstwaterAK@gmail.com
SOILS LOG - PERCOLATION TEST
LEGAL : HOMAN ACRES LOT 1
PERFORMED BY: FWC - I CURTIS HUFFMAN CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 10/16/2024
DEPTH
FEET OG
SOILS
1
2
ORG/OL
3
4
5
6
SM/sp
7
8
9
10
11
12
13
14
15
16
17
18
BOH
19
20
Reading Date Gross
Time
Net Time Depth to
Water
Net Drop
10/08/24 10 min 6” 3 15/16”
“ 6” 3 14/16”
“ 6” 3 14/16”
“ 6” 3 13 /16”
“ 6” 3 13 /16”
“ 6” 3 13 /16”
PERCOLATION RATE 2.6 (MIN / INCH)
TEST RUN BEWTWEEN 5 & 6 FT
PERC HOLE DIAMETER 6”
PRE-SOAKED PRIOR TO TEST & ALL READINGS TO
THE 1/16TH.
GROUND WATER ENCOUNTERED: NO
IF YES, AT WHAT DEPTH: NA
DEPTH TO WATER AT MONITORING: DRY
DATE: 10/16/2024
TESTHOLE # 24-1 DATE PERFORMED: 10/08/24
SEE SITE PLAN FOR SLOPE & LOCATION
COMMENTS:
VERIFY GROUNDWATER MT
AT TIME OF CONSTRUCTION
PERFORMED FOR: LAURA BONNER
10/16/24
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241350, Curtis Townsend, 10/30/24
N 90000'00" W 150.00'
LOT 2
LOT 5
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LOT 1
49,950 sq. ft.
SEPTIC
STANDPIPES
(rl
LOT SHED
SEE
BUILDING ' 43.2'
x�
DETAIL SHEDO
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53.4'
LL
50.1'
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112TH AVENUE — —
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DECK FRAME
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�ccNCRETF.
BUILDING DETAIL 1" = 30'
IRON
PIPE
0
M
EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE
RECORDED SUBDIVISION PLAT (73-166) ARE NOT SHOWN HEREON.
THIS DOCUMENT DOES NOT CONSTITUTE A BOUNDARY SURVEYAND
IS SUBJECT TO ANY INACCURACIES THATA SUBSEQUENT BOUNDARY
SURVEY MAY DISCLOSE.
UNDER NO CIRCUMSTANCES SHOULD ANY OF THE DATA HEREON BE
USED FOR CONSTRUCTION OF FENCES, IMPROVEMENTS, OR FOR
II
O
O
N
000
W
W
W
O
O
REBAR
W/CAP
IV
0 25' 50'
AS -BUILT
I HEREBY CERTIFY THAT I HAVE SURVEYED THE
FOLLOWING DESCRIBED PROPERTY:
LOT 1, HOMAN ACRES SUBDIVISION
ANCHORAGE RECORDING DISTRICT, ALASKAAND THAT
THE IMPROVEMENTSAS DEPICTED HEREON EXISTAS
SHOWN IN RELATION TO THE PROPERTY LINES.
DATED THIS 1st DAY OF OCTOBER, 2024, AT
ANCHORAGE, ALASKA.
ESTABLISHING PROPERTY BOUNDARIES. FIXED HEIGHT LLC
f C.O.A.122554
Land Surveying Services WWW.FIXEDHEIGHT.COM
JOB # 24233 1 NO CORNERS SET THIS DATE I SCALE 1" = 50' 1 600 W 41st. Ave, Ste. C, Anchorage, AK 99503 907.290.8949
Municipality of Anchorage
• .. Development Services Department
It Building Safety Division
On -Site Water & Wastewater Program, 4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 3437904 Page 1 of 3
On -Site Wastewater Disposal System and/or Well Inspection Report
�1
Permit Number.-'%Lznq CAtz PID Number.
Name:
LESTER AND LAURA BONNER
Wastewater System: ❑ New ■ Upgrade
Address:
3101 EAST 112" a ANCHORAGE, AK. 99516
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 349-1183 3
D Daap Trench ■ Shallow Trench Deed D Mound O ether
LEGAL DESCRIPTION
�" "°'"` 1 2
TWd o.pn rem 010
MAX
MIS,
n. n.
Block: Lot: Subdivision:
— 1 HOMAN ACRES
own to pa eWl" ham "inW goer
Gro* dWh W.0 eloo:
SEE DWG.
n. 3.0 rL
Township: — Range: Section;
la eeeed aeo.e "l w Vaft.
Gael knget:
— —
SEE DWG.
n. 53 FL
WELL: ❑ New ❑ Upgrade
arpsl wee
MWnMr of ww
ablance seteewr error
5
n. 1
_ T<
CbwAieoti0n FYwle. Ae.c): ToIW
coved 1wastw000
Told eMwoaon par
Vqo Ineterlon
\r1C' n
n.
stone Mal; Leval:
457+ so.
Mt~
n D 3034/ F-810
Dote Y,otWW:
OrtMor: vote Orwrd:
GEG, Ltd.
10/15/2004
R
Yhle:
poral .Set AL
cas"9 NWgM Alw,e aroontt:
ave
R
FL
TANK
SEPARATION
DISTANCES
■Septic 0Holding 0S.T.E.P. 0Other
To
rrom
Septic
Tank
Absorption
Field
Uft
station
Holding
Tank
ie/Prhate
Sew; ts,..
Yp1N1IOCl'"'r
ANCHORAGE TANK
c' ity 90l
1000
Well
too'+
too'+
—
—
25'+
Na«w STEEL
annrnw:Well
2
Surface water
100'+
too'+
—
—
—
LIFT STATION
Lot Line
5'+
to'+
—
—
_
s'r' In 9p
Naaal«lp..:
Foundation
5'+
10'+
—
—
—
en Y
w,o of
eH of
N'ph Mar Warm W:
Curtain Drain
NONE KNOWN
e Yo°a :
ErWrka kwpoclb Wormed or.
Remarks:
BENCH MARK
OLD SEPTIC TANK WAS ABANDONED PER UPC.
BOTTOM OF GARAGE MAN DOOR ON NORTH SIDE.
Aoeunwd EM.olen
100.00 st
ENWNEE" SEAL
Cr`.sr-�0
Inspections performed by: GEG, Ltd. Dates: 1st 10/15/200a
*�',
2nd 10/15/2004
0
3rdof
G rness. O
Development ervices Department Approval
E— 3
�p44o
Reviewed and approved by Date: 1L/ f�
Profesg,ano6cov
0400000
PERMIT NUMBER: AS -BUILT DRAWING
100' WELL RADIUS
I
� I
I
I �
DBL1
29.96 14.52
DBL2
30.30 15.56
Sit
38.91 31.38
ST2
42.86 37.18
DBL3
44.52 39.90
DBL4
45.39 41.00
COI
116.22 97.93
VT
118.10 99.96
CO2
136.49 130.67
MT2
138.85 132.84
J I NEW DRAINFIELD
CSIEPTIC AR
S�D I
OLD SEPTIC SYSTEM -�iTM/l+
I(COMPLETELY ABANDONED)
0
PARCEL ID
^"I
I I I Imo\ ) I
BL4 I
I I I I BL3 I
I I \ r/ -EXISTING SHOP
DBLI
Joo �y / I
I I I I I Exh
WELL �f I I I
I W RI I I
-- ---� L----- ----- I -- ---
_ . DATE:
--T 10/26/2004 0 F 0
P � F D
DRAWN BY: ,( 0...V4O
R.A.L. 0
GARNESS ENGINEERING GROUP, Ltd. Ste: a�C/)'*4 yp
.
CONSULTANTS i GENERAL CONTRACTORS „ _ e , 0 !*,:, ,,, , • . • • • •. '• 0 0
5701 F TMO ROM, SURF 101 • ANCHMAGF. A5 90507 • FHONF (007)JA-6VV • FA%(00))]}9.:46 1 = 50 0 • • • D
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: Q Q
LESTER AND LAURA DONNER (907) 344-7488 2 OF 3 et .. ss -
LEGAL.
DESCRIPTION: y, 79 3
HAMMAN ACRES SUBDIVISION; LOT 1, n
TYPE OF WORK: O�LL 4eV PFo le Qny V�o(�0
AS -BUILT FOR NEW SEPTIC SYSTEM �040000��Q
I PERMIT NUMBER:
' i ne 17 _� AS -BUILT DRAWING PARCEL ID NUMBER:
TOP OF TANK AT
INLET . 95.19
INVERT OF BUNG
AT INLET - 94.63
STI
ORIGINAL GRADE
99.80 O
HIGHEST POINT
n
La
NEW 1000 GALLON
SEPTIC TANK
—�--GROUNE ELEVATION SOF
T
LL; --RELATIVE
IN TEST HOLE O 84.10
RELATIVE ELEVATION OF
BOTTOM OF TEST HOLE O 83.50
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS& GENERAL CONTRACTORS
3701 F. TUDOR ROAD. SURF 101 • AN[HORAGF. AK 00507 • M F (007)337-0170 • FAX (007)338d7A8
PREPARED FOR: PHONE NUMBER:
LESTER AND LAURA BONNER (907) 344-7488
LEGAL DESCRIPTION:
HOMAN ACRES SUBDIVISION; LOT 1.
TWE OF WORK:
PROFILE AS—BUILT OF SEPTIC SYSTEM UPGRADE
ST2
1NAL GRADE
99.14 100.11
FABRIC
N—INVERT OF PIPE
93.27(AVG.)
BOTTOM OF
TRENCH - 90.30(AVG.)
10/26/20
AWN BY:
R.A.L.
kLE:
1"=40'
;E NUMBER:
3OF3
TOP OF TANK AT
OUTLET - 95.20
VERT OF BUNG AT
OUTLET - 94.38
MUNICIPALITY OF ANCHORAGE �G
Development Services Department
On -Site Water& Wastewater Program 101t5���
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Nov 01, 2004
Expiration Date: Nov 01, 2005
Permit Number: SW040465 Parcel ID: 015-271-52
Legal Description: ,HOMAN ACRES LT 1
Design Engineer: 0855 Gamess Engineering Group, LTD Site Address: 003101 112TH AVE E
Owner Name: LESTER & LAURA BONNER Lot Size: 49950 SO. FT.
Owner Address: 3101 E 112TH AVE Total Bedrooms: 3 Permit Bedrooms: 3
ANCHORAGE. AK 99516-1425
This permit is for the construction of:
❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction must be In accordance with:
1. The attached approved design.
2. All requirements specked 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By -
Date:
Municipality of Anchorage
• Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us cCIS
(907) 343-7904 b (t 61 OLA
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. W - 5' 1 Permit Number
j e;-VrJ
Property owner(s) LFSTF7R & LAURA BONNER Day phone 240-8430
Mailing address (1) 3101 EAST 112th AVENUE ► ANCHORAGE. AK
Mailing address (2) Zip Code 99516
Legal description (Lot, Block & SuVd.) LOT 1: HOMAN ACRES SUBDIVISION
Legal description (Section, Township & Range),
Lot Size 4: 41 5b Acre Sq.Ft.
THIS APPLICATION IS FOR:
Number of Bedrooms 3
Sewer Only 0 Well Only ❑
Sewer and Well ❑ Water Storage ❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd. _
�//S.Od S•�1Qt.�ts htuLa. ���r(��(
Permit Fees: ��l�J Waiver Fees -
Date of Payment: ffbrlo {
Receipt Number. t!ht)a 04—
Date
Date of Payment:
Receipt Number.
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
June 13, 2004
Municipality of Anchorage
Development Service Department
Building Safety Division
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Proposed Septic System upgrade for Homan Acres Subdivision, Lot 1
To whom it may concern:
The existing 3 -bedroom house is served by a private well and septic system. The septic system
is failed and must be replaced. A test hole was excavated on the property. The drainfield will be
designed around the 30 -foot radius of this test hole. We are proposing that a new 1000 -gallon
septic tank and a deep trench type drainfield be installed. Comments regarding the design are
summarized as follows:
1. SOILS: See the attached log, which shows the soil classifications, groundwater monitoring,
and the percolation test results. It is our opinion that due to the overall appearance of the soils, an
application rate of 1.0 gallons/day/R2 should be used.
2. TRENCH DESIGN:
a.
Percolation Rate: 2.9 minutes/inch
b.
Proposed Application Rate: 1.0 gallons/day/ft2
c.
Number of Bedrooms: 3
d.
Design Flow: 450 gallons per day
e.
Minimum Absorption Area: 450112
f.
Total Depth: 9.5 feet (max.)
g.
Effective Depth: 4 feet
h.
Width: 5.0 feet
i.
Reduction Factor: 0.50
j.
Minimum Length: 50 feet long total
k.
Effective absorption area = 500 fl2
3. SURFACE WATERS: There are no surface waters within 100+ feet of the proposed septic
system.
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507
Ph: (907) 337-6179 0 Fax: (907) 338-3246 • Website: gamessengineering.com
4. TOPOGRAPHY: As can be seen on the attached topography site plan, the average
topography in the area of the proposed drainfield is relatively flat. In short, there are no slope
concerns.
I am unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179. Thank you for your
assistance.
.E., M.S.
NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, a soils log,
and a 7 page construction specification letter which are all part of the design package for this
septic system.
3701 E. Tudor Road, Suite 101 *Anchorage, AK 99507
Ph: (907) 337-6179 • Fax: (907) 338-3246 • Website: gamessengineering.com
_CHRIS CIRCLE
PTARMIGAN NEW
ESTATES; LOT 5
I I
I I
I I
I I
I I
1 HOMAN ACRES; LOT 2
1 �
PROPOSED SEPTIC
PTARMIGAN NEW\ESTATES: LOT 4♦♦ ♦♦♦ j I UPGRADE. SEE
�00 PPREOX MDIUS I ♦♦♦�J�._l j^�P�E DESIGN. FOR
/ I 1C EP IC ARIA 1
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j6AERFAS -I----��-41 '
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PTARMIGAN NEW ESTATES; LOT 3 1 1 < 1
/ I I ♦
I j j s �/ i i ♦♦
PTARMIGAN NEW ESTATES; LOT 21 1 1 1 t 100' ELL RADII
----I-----------L.--j L---�--
7/7/2004
_. ..._. .._ -.._, DRAWN BY:
M.E.W
GARNESS ENGINEERING GROUP, Ltd. SCALE:
CONSULTANTS i GENERAL CONTRACTORS 1 = 1 GG•
1101 F Tl F+ 0OA0. (rnic 101 • ANr NOOAr,0 AK 00501 . FNONF MAtq}1-Aq0 • FAX (0A1AKA-]J6A
PREPARED FOR PHONE NUMBER: PAGE NUMBER:
LESTER do LAURA BONNER 344-7488 1 OF 2
LEGAL DESCRIPTION:
HOMAN ACRES SUBDIVISION; LOT 1
TYPE OF WORK:
SITE PLAN FOR PROPOSED SEPTIC UPGRADE
I
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1 1
I 419 ��♦
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DAS ACRES; LOT to
1
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I SEPTIC AR b
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CAS ACRES; LOT 16
EXISTING SHOP WfjFi BEDROOM
I ♦
T-7DLISRNG TWO ♦�
I BEDROOM HOUSE
II
I 100' WELL RADIUS_ I
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a —795 .`
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100' WELL RADIUS I
SWILL HAVE
NOT&EAST
THT LINE AND THE 100'IUS
:jCONTRACTOR
FLAGGED BY A
REGAND SURVEYOR PRIORTONSTRUCTION.
PROPOSED DRNFIELD: EXCAVATE
A TRENCH THAT IS 9.5 FEET
DEEP MAXIMUM. BY 5 FEET WIDE•
I
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I
BY 50 FEET LONG. ADD 4 FEET
9F CLEAN WASHED SEWER
1'
\ \
I / DRNNROCK.
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INSTALL
I
CLEANOUTS
I [SEPTIC ARE�D I
PR POSSEDR 100KCALLON ,'�
TH11
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-�
EXISTING SEPTIC
BO'+/-
TANK TO BE
COMPLETELY
70'+/-
INSTALL
ABAONDONED.
FOO
EXISTING SHOP
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WITH BEDROOM
-
-----�
120. WELL
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7/7/2004
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140
DRAWN BY:
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GARNESS ENGINEERING GROUP, Ltd.
M.E.w
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CONSULTANTS 8 GENERAL CONTRACTORS
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PREPARED FOR: PHONE NUMBER:
PAGE NUMBER:
LESTER & LAURA BONNER (907) 344-7488
2 OF 2D
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LEGAL DESCRIPTION:
HOMAN ACRES SUBDIVISION; LOT 1
n°� • ���
�4��Qdp•ofeeslono��
040000
TYPE OF WORK:
DESIGN OF PROPOSED SEPTIC SYSTEM UPGRADE
M
GARNESS ENGINEERING GROUP, Ltd. �: f
CONSULTANTS A GENERAL CONTRACTORS it
1 r&,A ME 101 • AN0 WDL A •N07 • . •0 -•1]• • F". N N YfitR pr�rgYrM1g9vn .
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: HOMAN ACRES SUBDIVISION; LOT 1 OO 9 '•.J ffr
PERFORMED FOR: LESTER k LAURA BONNER DATE: 6/26/2004 QQQ�� --.,
40
(f �
et »yam TEST HOLE 1 �
1
=y�y
ORG
6/26/2004
15.7'
8
. TH/1
—
SOIL CLASSIFICATIONS
2
2
11:29
10
.5'
r
`oma o GWORG
9
11:29
r ` GP ML
3
-
10
11:39
Tco
GM CL
4
11
GC OL
-
6'
SW MH
5
11:49
•' ••• 'SP CH
2'
4'
SM X: OH
11:49
-
SC
7
DATE
SMALL WEEP O 12'
6/26/2004
15.7'
8
. TH/1
—
6'
—
2
11:29
10
.5'
SM
9
11:29
-
6'
-
10
11:39
Tco
1 1'
5'
11
�
-
6'
-
12 1111111
11:49
10
2'
4'
18
19
DEPTH TO
GROUNDWATER
DATE
SMALL WEEP O 12'
6/26/2004
15.7'
7 5/2004
. TH/1
—
6'
—
DATE READING
PERCOLATION
I
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
6/28/2004 1
. TH/1
—
6'
—
2
11:29
10
.5'
Cao
3
11:29
-
6'
-
4
11:39
Tco
1 1'
5'
1
�
-
6'
-
6
11:49
10
2'
4'
7
11:49
-
6'
-
8
11:59
10
2 1/8-
3 7/8-
8'9
9
11:59
-
6'
-
10
12:09
10
2 1/20
3 1 2'
11
12:09
--I--
RAVI IS
-----
i--
1
E E---�-� - SITE PLAN
10-100,
DATE READING
PERCOLATION
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
6/28/2004 1
11:19
—
6'
—
2
11:29
10
.5'
5.5'
3
11:29
-
6'
-
4
11:39
10
1 1'
5'
5
11:39
-
6'
-
6
11:49
10
2'
4'
7
11:49
-
6'
-
8
11:59
10
2 1/8-
3 7/8-
8'9
9
11:59
-
6'
-
10
12:09
10
2 1/20
3 1 2'
11
12:09
-
6'
-
12
12:19
10
2 1/2*
3 1/2 -
2
PERCOLATION RATE 2.9 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 6.5 FT. AND 7.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: KELLY HEnMMAN PERCOLATION TEST PERFORMED BY: ROB CAMPBELL
COMMENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WASERF MED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Z 0
NAME
LOCATION
SEPTIC TANK:
GRr`�ER ANCHORAGE AREA BOA 1GH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
MAILING ADDRESS
PHONE
LEGAL DESCRIPTION
DISTANCE// ,� NUMBER OF /
FROM WELL MANUFACTURER1 0 �2 MATERIAL COMPARTMENTS
INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY GALLONS.
SEEPAGE PIT: o? /I
NUMBER OF PITS / DIAMETER w OR WIDTH
(0
/
LENGTH—, DEPTH �z 0
LINING MATERIAL P cP CRIB SIZE: DIAMETER_DEPTH DISTANCE FROM: WELL
�
/ TOTAL EFFECTIVE
BUILDING FOUNDATION -Y-69 96, NEAREST LOT LINE. ABSORPTION AREA (WALL AREA)SQ. FT.
ADDITIONAL ABSORPTION
WELL:
TYPE CONSTRUCTION
BUILDING NEAREST
FOUNDATION—,LOT LINE
CESSPOOL—,OTHER SOURCES
APPROVED
DISTANCES:
INSTALLED BY:
PIPE MATERIAL:
UlM1ii:
NEAREST SEPTIC
SEWER LINE TANK_
DISAPPROVED REMARKS
LOT SLOPE: "zt t "
REMARKS: `6
c V�
DIAGRAM OF SYSTEM
DISTANCE FROM:
SEEPAGE
SYSTEM _
* Arn
11 1111// F
NAME OF APPLICANT
INSTALLATION LOCATION
LEGAL DESCRIPTION
(T>
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO.
3330 "C" STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274-4561
SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT
INSTALLATION OF: SEPTIC TANK
TYPE AND SIZE OF FACILITY TO BE SERVED
5� �, A
MAILING
h"
L--�
SEEPAGE PIT
PHONE
DRAIN FIELD OTHER
FINANCED THROUGH � TO BE, INSTALLED BY
SOIL TEST RESULTS
`NOTE HIS PERMIT IS NOT VALID WITHOUT SOIL TEST
COMPLETION DATE ANTICIPATED
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK
TYPE
MINIMUM DISTANCES, REQUIREMENTS
r �
FOUNDATION TO SEPTIC TANK =7
FOUNDATION TO SEEPAGE PIT 21 DRAIN FIELD
SEPTIC TANK TO SEEPAGE PIT WALL
!' r `/
SEPTIC TANK '� SEEPAGE PIT LDRAIN FIELD
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK /`" `�",, SEEPAGE PIT
DRAIN FIELD ALSO CONSIDER AREA WELLS.
WATER MAIN TO SEPTIC TANK SEEPAGE PIT
DRAIN FIELD p /�
SEPTIC TANK, � �, SEEPAGE PIT le"2�. DRAIN FIELD
TO RIVER, LAKE, STREAM.
il` I( ✓ I (' S c %>? U
AREA SIZE TYPE
%q t
}/ DIAGRAM OF SYSTEM
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 AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
l
G.A.A.B.
OR
LICENSED DESIGNER
1 CERTIFY THAT I AMFAMILIAR WITH THE REQUIREMENTS OF GREATER ANJGEEA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE.
�il/i/ltd/,mai
Performed for
Legal Descript
This form repo
Depth
Feet
Y _ _
RM
3-
12 -
lXIM
14 -
GREATER ANCNORAGL ARLA BOROb,.i
Department of Environmental Quality
3330 "C" Street
Anchorage, Alaska 99503
SOILS I,OU - PEROI,ATION TEST
Sod s
Date Per forrit, d ;/21)
rcoiation
Was ground water encountered? `1c> If yes, at what depth?
Reading
Date
Gross Time
Net Time
Depth to Water
Net Drop
s
II
Was ground water encountered? `1c> If yes, at what depth?
Reading
Date
Gross Time
Net Time
Depth to Water
Net Drop
Percolation rate minute.
,Proposed installation: Seepage Pit__ __�._
Drain Field
Depth of Inlet �__. Depth to bottom of pit or trench
COMMENTS:
Performed [3y: Linc! 1._ Certified__ -
e
A0C/104AGd
4—
4 di"i
s GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
°nPFG „„G,4y 3330 "C” Street, Anchorage, Alaska 99503 274-4561
Date Received February 28, 1977
Time of Inspection 3;,3L) P)-Yj,
tL a Date of Inspection-lDn-i� OlLeurS.
REQUEST FOR APPROVAL OF TJ1�
INDIVIDUAL SEWER & WATER FACILITIES
FOR
Conv.
1. Approval requested by: Peoples Bank and Trust Company
Mailing Address: Pouch 7007 99510 Phone: 279-7511 x 246
2. Property Owner: Roy D. Inman Phone:
Mailing Address: % Mr. Lamar R./Nancy J. Steen 272-4441 x 78
3. Legal Description: Lot 1 Homan Acres Subdivision
4. Location: NHN East 112th Avenue
5. Type of facility to be inspected Single Family No. of bedrooms 2
6. Well Data:
A. Type Individual B. Depth
C. Construction D. Bacterial Analysis
7. Sewage Disposal System: On—site system
A. Installed B. Installer
C. Septic Tank: 1. Size 2. Manufacturer
D. Seepage Pit: 1. Absorption Area 2. Material
E. Disposal Field: Total length of lines
8. Distances:
A. Well to: Septic tank , Absorption area Sewer Lines ,
Nearest lot line Other contamination
B. Foundation to septic tank , Absorption area
C. Absorption area to nearest lot line
EO -034 (1/74) Pann 1 of twn nanac
MUNICIPALITY OF ANCHORAGE
® �f DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
2510 East Tudor Road, Anchorage, Alaska 99504 276-2221
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER and WATER FACILITIES
1. Type of Inspection: CMRO VA FHA CONV X
2. Property Owner: ROY D. INMAN
Mailing Address: UNKNOWN Day Phone: UNKNOWN
3. Name of Buyer: LAMAR R. & NANCY J. STEEN
Mailing Address: NSA Day Phone: 272-4441 EX 78
4. Name of Lending Institution: PEOPLES BANK & TRUST COMPANY
Mailing Address: Pouch 7007 Phone: 279-7511 ex. 246
Anchorage, Aias a
5. Name of Realtor or Agent: NONE
Mailing Address: Phone:
6. Legal Description:—Lot 1, HOMAN ACRES
Location: NHN E. 112th Avenue, Anchorage, Alaska 99507
7. Type of Facility to be Inspected: SINGLE FAMILY No. Bdrms. 2
8. Water Supply
Type of Supply: Public Utility Individual X
If Individual, number of dwellings presently served ONE
If Individual, depth of well UNKNOWN
9. Sewage Disposal System
Type of System: Public Utility Individual (on-site) X
If Individual, date of installation UNKNOWN
72-00313/76)
TO SET UP AN APPOINTMENT FOR INSPECTION, CALL MR. STEEN AT 272-4441 Ex. 78.
MUNICIPALITY OF ANCHORgt•,E
ENVIRONMEOF HEALTH
NTAL PROTECTION
FE8 2 8 1977
RECEIVED
I
'Page 2 of two pages - Rec._st for Approval of Individual S ^ar & Water Facilities
Legal Description Lot 1 Homan Acres Subdivision
Comments 1\k
Approved Disapproved ( Date 3L S— 77
Approval,Valid for one year from date signed
Greater Anchorage Area Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
I certify that the information contained in this request for approval to be a true and
accurate representation of the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED Date
EQ -034 (1/74)
Mare llr 1977
Peoples Hanle and Truant Company
Pouch 7-007
Anchorage, Alaska 99510
Subject. Lot 1 Homan Acres Subdivision
Your request for approval on the subject property for sewer
and water facilities serving this property can not be approved
at this time.
Enclosed is a set of instructions you will need to follow*
if the percolation test should happen to fail, You will
nedd to enaa&rge your sewer seepage area.
if necessary, mon*es may be escrowed to complete the upgrade
by June 3or 1977.
if there are any further questions, please contact this office
at 279-2511# extension 224 or 224.
sincerely,
Robert C. Pratt► R.S.
sanitarian
RCPJIjh
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: (907)343-7904
On -Site Water & Wastewater Section Fax: (907)343-7997
Parcel ID 015 -271-52
Certificate of On -Site Systems Approval
OSC251136
Expiration Date: 9/23/2025
Legal description HOMAN ACRES LT 1
Site address 3101 E 112TH AVE
Current property owner(s) BONNER LAURA J LIVING TRUST
X The On-site system(s) is/are approved for 3 bedrooms
Conditional approval for bedrooms, with the following stipulations:
Comments or conditions.-
0
onditions:
0
Original Certificate Date
4/25/2025
ThWt rfificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject
sys dm(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage,
pivelopment 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
Other
Certificate of On -Site Systems Approval Application
1. GENERAL INFORMATION
Parcel 1. D. 015-271-52
Complete legal description HOMAN ACRES LOT 1
Location (site address) 3101 E 112T" AVENUE ANCHORAGE, ALASKA 99516
Current property owner(s) LAURA J BONNER Day phone
2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS
3. TYPE OF WATER SUPPLY: Z 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: Z Private Septic ❑ Private Septic serving 2 dwelling units
❑ Holding Tank ❑ Community Septic or Public Sewer
5. SEPTIC TANK: ❑ Steel Z Plastic ❑ Concrete ❑ Fiberglass
Age NEW - See advisory if steel older than 20 years
6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed Z 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 $_ VA6
Date of Payment
COSA#SGZS d3
Waiver Fee $
Date of Payment
Waiver #
COSA Application.doc
COSA Checklist.docx
COSA Checklist
Legal Description: HOMAN ACRES LOT 1 Parcel ID: 015-271-52
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 UNKNOWN Total depth UNK ft
Cased to UNK ft
Sanitary seal is functioning correctly
Wires are properly protected
Casing height (above ground) 18+ in.
Date of flow test for COSA 9/23/24
Static water level at beginning of test 139 ft.
Well production at time of test 4.7 gpm
Water storage tank volume None 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 9/23/2024
Comments Per MOA documents the well was drilled circa 1975 & recent testing w/ acoustic sounder indicated 146’+ well water depth.
B. TANK DATA
Measured operating fluid level in septic tank NEW
Date of pumping NA – NEW SEPTIC TANK
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) NEW SYSTEM
ALL standpipes present per record drawing
Total measured depth from grade 10.1 ft (max)
Measured depth to pipe invert from grade 6.5 ft (min)
N/A – pressurized field.
Per record drawings, field is insulated.
Monitor tubes (MT) go to bottom of effective. (ED)
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) N
If yes, enter date
Adequacy test date NEW SYSTEM
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 – NEW SYSTEM
Effective depth (per record drawings) 24 in (MOA 2’ ED)
Effective depth used 0 in (Final Fluid Depth)
Effective depth (ED) remaining 24 in
Comments/Deficiencies: Approximate total measured depths from existing grade. Also, the surveyor missed the FCO next to the
house. Please see the attached photo.
COSA Checklist.docx
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 FIRST WATER CONSULTING Phone 907-350-9566
Engineer’s Printed Name CURTIS HUFFMAN, PE Date 04/04/2025
Comments: This investigation was completed in compliance with MOA guidelines, regulations,
and best industry practices / methods. The assessment of the condition of the well and septic
applies only to the conditions as of the day tested. The flow and absorption rates may change
due to subsurface conditions that may not be observed from the surface, changes in land use,
local soil characteristics, groundwater levels that may fluctuate during the year, quality of
construction (workmanship & materials), the water usage of the family being served by the
system and maintenance. The operational life of all well and septic systems are subject to
these various and dynamic characteristics and are outside the control of the evaluator of the
well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory
for current or future occupants or guarantee that no unseen encroachments, deficiencies or
discrepancies exist can be given by First Water Consulting &
04/04/25
LOT 5
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LOT 1
49,950 sq. ft.
IT;
SEPTIC
STANDPIPES
f'1
LOT 2
'0 SEPTIC MANHOLE
LOT SHED 67)
SEE
BUILDING ' 43.2'
x�
DETAIL
SHEDOx I }
53.4'
T ROADAND I I GRAVEL
UTILITY I VV WELL o DRIVEWAY
EASEMENT / N
REBAR --x
0
N 90°00'00" E 150.00'
Cl)
112TH AVENUE- - —
k
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N' 1 -STORY
FRAME %
HOUSE
N /36 6'
k
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v� 0 4p 0'
N 2 -STORY
DECK FRAME
HOUSE
4.01 GRAVEL
DRIVEWAY
�ccNCRETF.
BUILDING DETAIL 1" = 30'
IRON
PIPE
0
M
EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE
RECORDED SUBDIVISION PLAT (73-166) ARE NOT SHOWN HEREON.
THIS DOCUMENT DOES NOT CONSTITUTE A BOUNDARY SURVEYAND
IS SUBJECT TO ANY INACCURACIES THATA SUBSEQUENT BOUNDARY
SURVEY MAY DISCLOSE.
UNDER NO CIRCUMSTANCES SHOULD ANY OF THE DATA HEREON BE
USED FOR CONSTRUCTION OF FENCES, IMPROVEMENTS, OR FOR
ii
O
O
N
00
W
W
W
O
O
REBAR
W/CAP
IV
0 25' 50'
AS -BUILT
I HEREBY CERTIFY THAT I HAVE SURVEYED THE
FOLLOWING DESCRIBED PROPERTY:
LOT 1, HOMAN ACRES SUBDIVISION
ANCHORAGE RECORDING DISTRICT, ALASKAAND THAT
THE IMPROVEMENTSAS DEPICTED HEREON EXISTAS
SHOWN IN RELATION TO THE PROPERTY LINES.
DATED THIS 4th DAY OF MARCH 2025, AT ANCHORAGE,
ALASKA.
ESTABLISHING PROPERTY BOUNDARIES. FIXED HEIGHT LLC
HEIGHT, C.O.A. 122554
Land Surveying Services WWW.FIXEDHEIGHT.COM
JOB # 242336 I NO CORNERS SET THIS DATE I SCALE 1" = 50' 1 600 W 41st. Ave, Ste. C, Anchorage, AK 99503 907.290.8949
