HomeMy WebLinkAboutBUSH LT BPreviously TI N R3W Sec 9 E2 Lt 14
At time of v irrigation well
must be addressei-i-
for
a a a: sty:.with :
3 f .> (7/11/18)
Municipality of Anchorage
On-Site Water and Wastewater Program • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP181180 PID Number: 014-172-12
Dwelling: ❑■ Single Family (SF) El Duplex(D) El Multiple(SF and/or D) Project: ❑ New ❑� Upgrade
Name:
Sherman Reynolds ABSORPTION FIELD
Address ❑ Deep Trench ❑■ Shallow Trench ❑ Bed ❑ Mound
2848 Lore Rd. Anchorage, AK 99507 ❑ Other
Phone Number of Bedrooms Soil Rating Total depth from original grade
317-3617 1 1.2 GPD/SF 7.9
Ft.
LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe
Subdivision Block Lot 3.9 Ft.4.0 Ft.
14 E2 Fill added above original grade Gravel length
Township Range Section 1.0 Ft. 38 Ft.
12N 3W 9 Gravel width Beds:Number of Lines Distance between lines
SEPARATION DISTANCES 5 Ft. Ft.
To' Septic Absorption Holding Sewer Total absorption area Number of trenches Dist.between trenches
Tank Field Lift Station Tank Line z
From 380 Ft 1 Ft.
Well 98' >100' N/A N/A >25' TANK El Septic 0 S.T.E.P. 0 Holding 0 Other
Manufacturer Capacity
Surface Water >100' >100' N/A N/A Anchorage Tank 1000 Gal.
Material Number of compartments
Lot Line >5' >10' N/A N/A Steel 2
NA
Foundation >10' >10' N/A N/A LIFT STATION
Manufacturer Capacity
Curtain Drain None Noted Gal.
Pump on level at Pump off level at High water alarm at
Remarks *3 bedroom septic was designed and
installed for the existing 1 bedroom home for in. in. in.
future expansion. Pump make and model Electrical Inspections performed by
PIPE MATERIAL House to tank Exist. Tank to D3034
Installer drainfield
PCN Drainfield D3034 CO/MT D3034
Inspector V. Pope, J. Millette BENCH MARK (Assumed elevation) 100 ft
Inspeection ction 15t 7/24/18 2nd 7/25/18 Location and description
Std 7/26/18 a'° Bottom of siding on green house at point B.
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL `�\\\N,A,
Conditional Approval: Date Aiky'.
.6*
ka
'
• *iAll* 49 T1I\ •* 40 .. .To... .
. Benja 7 chiller . /
�� �'c�''•, CE 12592 `t�
I II Oti �sF��,.8/28/1s.,�ff..Ai
Approved f : Date /o`�/1,5 l� \pROFESSION��
\\\\���
Inspection Report_9-1-12.doc
T12N R3W SEC9 L14 E2
PERMIT # OSP181180/ PID # 014-172-12
LORE ROAD
, . N _
J'
i l'• it\ j
:.1. \ E ISTING ELL
EXISTING WELL f;• \ `
S+iEDS
1 /
: \.. '` SINGLE STORY
I FRAME BUILDING,
EXISTING CRIB FILLED WITH BASEMENT
IN AND ABANDONED IN NO PLUMBING/
••z, ' :T:
• 2C01sv114 N -OAL-LON _- 2CO2
SEPTIC TANK
\ E�NNo 02 TRACT A
� i GR O // •THA
EXISTING •:SORPTIO TRENCH • •
i
ABANDONED N PLA ' . r';•!
' 38'LONG x5'WIDE x4' o\\
EFFECTIVE DEPTH
.• •BSORPTION TRENCH \ \o LOT 16
/
W2 LOT 14 / ALTERNATE SITE \
/
IN \
o\ \ LOT 15
.'.�•: :.. IRRIGATION WELL
LOT 14
. • ".. :_ : . , .. . . .�::'::. : - • " . • • .. :. •� .. . E2 LOT 14 � - - -
/
illiiiiiPGE .: • I LOT 13
(MGIMf ERING \ /
// - - -
A B
+' QF �1 2C01 23.0 60.1 LEGEND
„gyp' •'".! �,�lt, SV1 21.7 58.6 CO-CLEANOUT
/g): J '•.9 SV2 17.2 52.8 2C0-DOUBLE CLEANOUT
*:49 TH i\ %A��� 2CO2 13.8 47.7 MT-MONITORING TUBE
/ • ••• V CO1 46.8 14.2 SV SEPTIC VENT
V ••• ••• / MT 49.9 18.6 TH-TEST HOLE
Benjam chiller
l+Pic•., CE 12592 :.,4„)•��e�� 0 50 100 CO2 68.0 52.0
1>) 4: .ug28.2018••. � = MI FEET
�k\FO PROFESSIONP�.r 1"=50'
T12N R3W SEC9 L14 E2
PERMIT # OSP181180 PID # 014-172-12
0 0
U> >
N (I) (/) N
— 104.6 - - -
f100.6
viS
100.1 .P___71v�� 98.5
100.0 1000 GAL 99.8
SEPTIC TANK
/
N.'"-- 95.6
7 99.8 FINISH GRADE
02 98.8 ORIGINAL GRADE O
l
> �st ',..-,4,.•-;",...:';:i",'".:.'
�, ,; sr'i1 ;i: f ...''',11; ;;,,,,;..i-..
; h94.8 -----A. ;� * 4 -• ;t a4 . J. i '"' " °` v jiy 44a‘Af e.. .x 0`04
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• t, ° K{,ri x ' a .f r < 7fi * r �93,f + ' y 44 ° 71x.^ l+ $ a v t?} rt T• t ;
,• .4 1_ ; „ :�j.,14.. 14h. ftrl:L,N. f.,F� ..rxii.:A4+ty.¢s'�.• y �i ?� 41t1t
_.---•”"90.8
38' 90.8
83.8
NO GROUNDWATER 6/09/18
Q
I—
j*:49TH •.*�/
/•• .. •
r Benjami Schiller :
if.„„,. PROFILE AS-BUILT
�+�� CE 2592 �`�/� �
Es'J••:. Mg 2B,2018 «.
, (NO SCALE) `,lkk 'PROFEssokr,.0AEI
I`
10.J GE
ENGINEERING
PO BOX 240773
ANCHORAGE,AK 99524
522-7773 677-7766(FAX)
August 8,2018
MOA Development Services Dept, On-Site Water&Wastewater Program
4700 Elmore Rd
Anchorage,AK 99507
Subject: T12N 113W SEC9 L14 E2—Well waiver request
Dear On-Site Services Engineer:
The design of this system showed the location of the septic tank as being outside the well radius
by 15-20'.However,during construction, the location of the tank was moved. This was due to the
extensive landscaping on the lot- rock walls, decorative trees, and a raspberry patch. Both the
contractor and my inspector were trying to minimize the impact on the client's property.
However,during as-built measurements,we discovered that the closest cleanout is approximately
98.6' from the well,which is on the other side of the house. We are waiting for the survey as-built
to confirm this.
The soils on this property are extremely sandy,with 83%of the material classified as sand per the
gradation submitted during permitting. The effluent will migrate nearly straight down instead of
spreading out toward the well. The sand will also act as a filter for the effluent. Therefore,we are
requesting a waiver for 98' from the septic tank to the well.
Sincerely,
—'' til
Benjamin Schiller, PE �� •. �1� kb
.9 +
*:49 D ,i •*'
Benja• hiller
0 2,•.. CE 12592
ti N•.,8/8118............
Municipality of Anchorage ��� '` '�:
t):p:u'nnclU
P.O. Box 196650 0 4700 Elmore Road
Anchorage, Alaska 99519-6650 0 (907) 343-7904 ® Fax (907) 343-7997
http://www.muni.orq/Onsite
Development Services Department
On-Site Water and Wastewater Section
**** VARIANCE/WAIVER REVIEW ****
Waiver#: OSV181065 COSA#: Permit#: OSP181180
PID#: 014-172-12
Legal Description: T12N R3W Section 9 Lot 14 E2
Engineer: Forge Engineering
Applicant: Sherman Reynolds
Your request for a waiver of the required 100 feet horizontal separation from the septic tank to
the private well has been approved. The approved separation distance is 98.0 feet. See engineer's
waiver request for justification.
This waiver approval applies to the existing septic tank only. Any future upgrade to the on-site
wastewater disposal system will require all separation distances be met or another approval from
this department.
Waiver is Granted: X Waiver is not Granted:
Date: 8/28//8 Approved by: Wteetii atz,
Name of Reviewer
**** VARIANCE/WAIVER REVIEW ****
•
LORE ROAD _______.--Not built 8459F
,-Wire fence M
co
`r) N89°54'20"E 164.80 Trash bin- Gat N89°54'20"E : .:1
—
10 T & E Easement -----f 10 a�� N
r ate— — — ; .".."9 .77-7--.',,5-7-.. — --f- --
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rave ',. 240% x
driveway 6^�v �?
oras- Shed10
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p 0 e -,e,ry ♦ ao
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pi Lot 15
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'/ (/arm ''49th �1, I•÷1.-57.I
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N Lot /I ' .Elizabeth L. Walatka.ff AO
i �,z,•. 8036 - LS .• Je-
•
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Chain link fence-'17 / % %%\ ' %"
I 10' cEA &tOW Easement (Book 1152, pg 46547 — REVISED per Plat No. 2018-59`�r�
X 8-08-18
t x \ x x x x x 3x, x I AS-BUILT RECERTIFIED NO CORNERS SET THIS DATE
N89°55'19"E 29.64 I hereby certify that I have performed a Mortgagee's Inspection
Lot 21 \ Lot 20 \ Lot 19 Lot 18 Lot 17/ Lot 16 of the following described property: LOTS A&B,
BUSH SUBDIVISION
MOOSE RIDGE SUBD. (Plat No.84-256) Anchorage Recording District,Alaska,and that the
improvements situated thereon are within the property lines
and do not overlap or encroach on the property lying
adjacent thereto,that no improvements on the property lying
adjacent thereto encroach on the premises in question and
that there are no roadways,transmission lines or other
visible easements on said property except as Indicated
hereon.
Dated at Anchorage,Alaska
EASEMENTS OF RECORD, OTHER THAN this 30th day of JUNE ,2017.
THOSE SHOWN ON THE RECORDED FRED WALATKA&ASSOCIATES.L.L.C.
PLAT ARE NOT SHOWN HEREON FB 17-7, pg 8-11 Engineers and Surveyors
UNLESS OTHERWISE NOTED. BE 907-249-1666
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
P0Box 190O50 4/00Elmore Road
Anchorage, Alaska 9951e'OO50 Phone: (907) 343-7804 Fax: (8Or)343'T88T
Permit Number: DSP181180
Work Type: Septic Upgrade
Tax Code Number: 01417212000
Site Legal Address: T12NR3VVSEC BLT 14E2 G2234
Site Mailing Address: 2848LORE RD, Anchorage
Owner REYNOLDS SHERMANSURVIVOR'S
Design Engineer: FORGE ENGINEERING
This permit isfor the construction of:
Effective Date
Lot Size in Sq Ft:
111001111=12 .1
7/11/2018
7/11/2019
103338
10 Disposal Field El Septic Tank [] Holding Tank 0 Privy [] Private Well [lWater Storage
All construction shall beinaccordance 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 (18AAC8U)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.85. Provide notification bycalling (Q07)343-7SO4(24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall beeither:
a. Opened and Closed onthe same day, or
b. Covered, sealed, and heated to prevent freezing
41
ionsAsieve ana�osohaUbeaubm�tedtoverhy the USCSdesigna�onufins�u. Construction' can proceed etyour own risk.
7/16 (/'7
' ��^�` se� -L~ ��/ ��` J " � �� \`— « SS / \ '
Received By:
Issued By: 6 0A
Date:
Date: /
MUNICIPALITY OF ANCHORAGE
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 90 'fig
On Site Water & Wastewater Program uc) 7
74'
RON A�
ON-SITE SEWER/WELL PERMIT APPLICATION
JUL052018 1-
Parcel
Parcel I.D. 014-172-12
Property owner(s) Sherman Reynolds Day phone l/
Mailing address 2848 Lore Rd. Anchorage, AK 99507
Site address Same
Legal description (Sub'd., Block & Lot)
Legal description (Township, Range & Section) T12N R3W SECTION 9 Lot 14, E2
Lot Size 103,338 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(®all that apply)
Absorption Field Initial I
Single Family (SF) (X!
(w/wo ADU)
Septic Tank X Upgrade X Duplex (D)
Holding Tank ❑ Renewal n
Multiple Dwellings n
Privy (SF and/or D)
Private Well
Water Storage n
THIS APPLICATION INCLUDES A VARIANCE I WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
YYt—L-e E C647,
(Signature of property owner or authorized agent)
Permit/Rush Fees: 5.0.00.00 Waiver Fees:
Date of Payment: 1 ! ( 1 f ? Date of Payment:
Receipt Number: O Ql 1 (OD Receipt Number:
Permit No. OSR8 18D Waiver No.
Permit App_ - : .c
) ' GE
ENGINEERING
PO BOX 240773
ANCHORAGE,AK 99524
522-7773 677-7766(FAX)
July 4,2018
Municipality of Anchorage
Development Services Dept- On-Site Water&Wastewater Program
4700 Elmore Rd
Anchorage,AK 99507
•
Subject: T12N R3W SEC 9 Lot 14 E2—2848 Lore Rd.
Septic System Design and Permit Application
Dear On-Site Services Engineer:
The owner of the above lot intends to sell the property in the future and would like to upgrade to
a new 3-bedroom septic system. We are submitting this design and permit application for the
construction of a new septic system. The attached site plan identifies the location of the home
and the existing well, proposed septic location and alternate site and the existing septic location.
No conflicts exist between the proposed system and any other wells or septic systems either on
this or adjacent lots. All lots to the East are served with public water and sewer.
The ground surface of the proposed septic location on the lot is relatively flat. There are no
slopes greater than 25% within 50 feet downslope of either the primary or alternate site. Storm
water drainage will not impact this septic system. The new trench will be constructed parallel to
the slope as much as possible.
Wells on this and adjacent lots are shown. The new system will be a minimum of 100' from all
wells and surface water, and more than 5' away from the septic tank. The alternate site is located
more than 12' away.
Please refer to the attached test hole log, soils lab analysis, plan and profile sheets for the septic
design. If this design is followed,there will be no adverse impacts to adjacent properties.
Sincerely,
ivictisi
�4.*• .A it
Michael E. Anderson, P.E. ,; �P••• � •
:
* • 49TH— i1 .-57
Attachments '•'
f, •MICHAEL E. ANDERSON
♦ i 4`"
•. CE-4381 :� Ai►
(I�1;�OFESSI;:���
T12N R3W SEC9 L14 E2
LORE ROAD // N\
/ - „--_____
„`
/ _ \ _
/ ...1. N EXISTI G LL : •:. • • . \
i.: \
EXISTING WELL 1
4 . \ ockk 0,
• Sf1EDS
\ 1vo I
S
y •:.,•,':. :- .\- 1 PLACE FCO '� /
• ••••
SINGLE IOW.
•
EX .TING CR :/PIT.EXPOSE& FRAME BU PING//
••\ •fFLL-•1 TH Ma • APPROVED WITH BASEMENT'.
No: . CA E EXISTING SEPTIC NO PLUMBING/
K A 1 D:COMMISSION IN '
'C►:.VA C WITH MOA CODE. /
/Q .
•
/ ---
_ — ---
I 2C0
NEW 1000 GAL
`, lik 2Co SEPTIC TANK
\ /.
\ / •
11(s- •�NMT •
co TRACT A
\ — • . ::C. OTHA
•
• 0
/.
E .TING AB •RPTION — — /
TR CH �-,
• /
38'LONGx3'WIDEx6' r,
FFECTIVE DEPTH
// • ••BSORPTION TRENCH \ LOT 16
W2 LOT 14 / - \
/ ALTERNATE SITE \
/ -
� \ LOT 15
r — —
• ./..:•'1,. .::.•::.....k : -
' : - •'.-:• •..,:': ::.... IRRIGATION WELL
. :
_ LOT 14
E2 LOT 14 i
-i*GE \ / LOT 13
ENGINEERING • /
NOTE: \ / — — —
4...... ...4.:74--x\v.� NO SLOPES>25%WITHIN 50'OR SURFACE WATER WITHIN 100'OF THE LEGEND
egse1k4 PROPOSED SEPTIC SYSTEM CO CLEANOUT
r
j*49TM j'• ...or y ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS 2C0-DOUBLE CLEANOUT
0 • •• •• •• ••••• PROPERTY ARE SHOWN.NO CONFLICTS WITH WELLS OR SEPTIC FCO-FOUNDATION CLEANOUT
• • 44 SYSTEMS. MT-MONITORING TUBE
�� SV-SEPTIC VENT
Michael E.Anderson .
r,IV. 831-E .�k,% 0 50 100 TH-TEST HOLE
F a-10• ��S•',��.!
IN NI No im FEET
'il uF°PROFESSIONP.� 1"=50'
T12N R3W SECTION 9 LOT 14, E2
DESIGN FACTORS: SYSTEM REQUIREMENTS:
450 GPD PEAK FLOW 3' WIDE DEEP TRENCH SYSTEM
PERK RATE: 0.3 MIN/IN 1000-GAL SEPTIC TANK
APPLICATION RATE. 1.0 GPD/SF
450 GPD/ 1.0 GPD/SF /6' DEEP /2 SIDES = 37.5 LF TRENCH REQUIRED (38 LF SPECIFIED)
BOTTOM OF TRENCH: 9' BELOW GRADE
FLOW LINE ELEVATION: 3' BELOW GRADE
TOP OF TRENCH: 6" ABOVE GRADE
6"
=1 I -111-111=111=111= —
111-111-111111-111-111
1=1 11=1 11=1 I I—III—III—I
III—III—I 11=1 I I—I 11=1 I I
1=111=111=111=111-111-1
2'-6" III-III-III-III-I_I=1 I I
11 11111111111111 111111111111111
1111111111111111i111111111 11
11111
6.,
"'='='''='='=�="=='='='=•' 4" PERFORATED PVC (HOLES DOWN)
-.:.:.:::::.:.::;.:::.:•000.0:.
•;;•;�'�'�`•;�`�`.. •; ;•;. DRAINFIELD ROCK
•;0000•:•:::•:•:::•::::::::::.
� ::.is i:i:::i.:.i:::•::_:_:::::.
3
GE
en¢��eeuiHo
TYPICAL DEEP TRENCH SECTION
(NO SCALE) /�g�Q:• gs'F��t<)
NOTES: %*• �TM
1. GRADE AREA OVER TRENCH TO DRAIN AWAY .1L1
2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' / . Michael E.Anderson :
WITH 2" OF INSULATION ��, *•.• 4831-E .•��e%
3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER �ili``9eo••••�•8- ��r
ROFEsso `-
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY MANN. ��
MUNICIPALITY OF ANCHORAGE \`vl4
DEVELOPMENT SERVICES DEPARTMENT Ai Co.. I��� ,
4700 ELMORE ROAD ANCHORAGE, AK 99519-6650 *; 49 •••'••
r�� • �•*�,
SOILS LOG AND PERCOLATION TEST % •. Michael E.Anderson : /
LEGAL DESCRIPTION: TI2N R3W SEC9 L14 E21k F0PROFESSIONP\'�
PERFORMED FOR: SHERMAN REYNOLDS ,\"N�����
DATE: 6/01/18 PROJECT No.: Professional Engineers Stamp:
PARCEL ID#: 014-172-12 TECHNICIAN: J. MILLETTE / N. SHAFER
DITTI1 TEST HOLE A
(feet)
1 „LO ...., 1' OB SLOPE SITE PLAN
01
2 ,,,,,Ata.
3 ;�;
4 cwt
5 .0r;„*.* SEE SITE PLAN
6 ~ 11
Ari
7 L �` SAND
eWgg SW
e
9 1 '�y;[ay
}^rev WAS GROUND WATER ENCOUNTERED? NO
10— S
' ;�` "'I IF YES @ WHAT DEPTH?
a "a"�k''S: DEPTH OF WATER AFTER MONITORING: NONE Lfr
11 • DATE OF MONITORING: 6/09/18
12 p.:
�.-1 DEPTH TO
"Z'' DATE READING GROSS TIME NET TIME WATER NET DROP
\ (INCHES)
13 :11A.,•$
(MINUTES) (MINUTES) (INCHES)
~�F Nt, h
14-1 , 6/01 TEST HOLE PRESOAKED PRIOR TO TESTING:
15 1 13:19/13:21 1:26 4/ 10 6
16 2 13:22/13:24 1:20 4/ 10 6
3 13:25/13:27 1:29 4/ 10 6
17
4 13:28/13:30 1:48 4/ 10 6
18 5 13:31/13:33 1:36 4/10 6
19 6 13:34/13:36 1:43 4/ 10 6
20
PERCOLATION RATE: 0.3 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN: 2 FT. and 3 FT.
COMMENTS:
LORE ROAD _ -Not built---------__________ 8459F
co
Gat ,•'\ (---1 /Wire fence
co
`O S89°59'00"E 164.83 Trash bin� S89°59'00"E +164.83 M —
sQ'a‘,—I,
ate P r
; g' N 3.5 Storage x
00 "z O c`
rn '�: e\\ ` 64.0
y. .,
4.4 — t:::11::::°':-'61,1:044 o0
,,_ 29
Grave ; ; �'� �c
/ driveway r`.� � Y, "cNi Shed 10
\\ ... ate- co
xdY-, , Planter 22.3—
f;' ,0.. Zoo
'0 pJ5 o apc• 00 0
6§C\y fie' ?0 48.6—.` tG Je��s o o. 8.L---
o�0,akr; Ses 2
49.5 \gti�\�r 6�0 . 1 Story Frame Hous-
0� \�t•"• `C010 7 OH •"�, with Basement Tract A
0P,f 4MS a +' A3> .,se
'''''''''.4,77.4,N' .„.,,,`tr4 ` —29.2 �, Giee�� �'o
.c� ,Ca
W 2.0 O .• • yQ_,,r o 21" ao
Cl) P_-, \ 0 80.7
.,'•!3A .0.
J N�~
Septic vent +�;,.,; �.4--
,..0
-; `
p�
\
N /
H \/ :/
Lot 16
o East /2 Lot 14 Lot 15
,i T12N, R3W, Section 9
r
—
co
a,�\O Lot 14
N
Gravel driveway o0)
N—
CO SCALE: 1"= 50'
o Lot 13
o
N— -
o ''—o m
OD
z c)z West /2 Lot 14 ~ Cl)
T12N, R3W, Section 9 o Lot 12 0
x Z -
N
W
Lot 11 a
}
—
o —
0
ti Lot 10
o
0
0
Z — —
Lot 9
77.3 240N
n shed o )1
.0 24A 57.8
Lot 8
4114 OF• •AL 141
>— = • qS
} 0 • 49th 35 *,i
c) Lot 7 / /
,1 Brett A. Wilmot
/e sad;•• 112392 - LS ••e�,.
_ -Chain link fence--7; 1%`"`.•
x x X x0' Elefric ESementook X52, pg 45) x x x x x >✓ —
AS-BUILT NO CORNERS SET THIS DATE
S89°591 0"E 164.83 S89°59'0 "E 164.83 I hereby certify that I have performed a Mortgagee's inspection
Lot 21 \ Lot 20 ` Lot 19 I Lot 18 Lot 17/ Lot 16 of the following described property: LOT 14, SECTION 9,
T12N, R3W, S.M., AK
MOOSE RIDGE SUBD. Anchorage Recording District,Alaska,and that the
improvements situated thereon are within the property lines
and do not overlap or encroach on the property lying
adjacent thereto,that no improvements on the property lying
adjacent thereto encroach on the premises in question and
that there are no roadways,transmission lines or other
visible easements on said property except as indicated
hereon.
Dated at Anchorage,Alaska
EASEMENTS OF RECORD, OTHER THAN this 30th day of JUNE ,2017.
THOSE SHOWN ON THE RECORDED FRED WALATKA&ASSOCIATES
PLAT ARE NOT SHOWN HEREON. FB 17-7, pg 9-11 BE (907-248-1666) Engineers and Surveyors