HomeMy WebLinkAboutDENALY ESTATES BLK 2 LT 2 Onsite File
benaly Estates
Block 2
Lot 2
#067 - 062 - 09
Municipality of Anchorage
On-Site Water and Wastewater Program • (907)343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP181238 PID Number: 067-062-09
Dwelling: 0 Single Family (SF) ❑ Duplex (D) El Multiple (SF and/or D) Project: 0 New El Upgrade
Name: ABSORPTION FIELD
Troy Davis Homes
Address ❑ Deep Trench E Shallow Trench El Bed El Mound
1689 Knik Goose Bay Rd 400 Wasilla, AK 99654 El Other
Phone Number of Bedrooms Soil Rating Total depth from original grade
310-2501 3 1.2 GPD/SF 2.5 Ft.
LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe
Subdivision Block Lot 1.0 Ft. 1.5 Ft.
Denaly Estates 2 2 Fill added above original grade Gravel length
Township Range Section 2.1 Ft. 62.0 Ft.
Gravel width Beds:Number of Lines Distance between lines
SEPARATION DISTANCES 5.0 Ft. Ft.
ToSeptic Absorption Holding Sewer Total absorption area Number of trenches Dist.between trenches
Tank Field Lift Station Tank Line
From 397 Ft2 1 Ft.
Well >100' >100' N/A N/A >25' TANK 0 Septic ❑S.T.E.P. ❑Holding 0 Other
Manufacturer Capacity
Surface Water >100' >100' N/A N/A Anchorage Tank 1000 Gal.
Material Number of compartments
Lot Line >10' >10' N/A N/A Steel 2
NA LIFT STATION
Foundation >10' >10' N/A N/A
Manufacturer Capacity
Curtain Drain None Noted Gal.
Pump on level at Pump off level at High water alarm at
Remarks Tank and trench are insulated.
in. in. in.
Pump make and model Electrical Inspections performed by
PIPE MATERIAL House to tank D3034 Tank to D3034
Installer drainfield
Northern Excavation Drainfield D3034 CO/MT D3034
Inspector J. Millette BENCH MARK (Assumed elevation) 100 ft
Inspection
15' 8/30/18 2nd 8/30/18 Location and description
3rd 4th Top of foundation at South wall.
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp`
t
Conditional Approval: Date .. A . .. •. Q l�
•
%g,P ,j,...1,1#�
/*:49TH /\ •* /
/� • Benja. chiller • .
11 9F• CE 12592 ••.�Q./�
22 , 'fl• 1/21/19 •••• •-
Approved ( �-, / Date !�J1 q ll�l�PR•oFiS$10*�=
Inspection Report_9-1-12.doc
DENALY ESTATES, BLOCK 2 LOT 2
S' PERMIT # OSP181238 PID # 067-062-09
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1000-GAL SEPTIC '' l'
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EFFECTIVE DEPTH
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DENALY ESTATES, BLOCK 2 LOT 2
PERMIT # OSP181238 PID # 067-062-09
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96.4
2" INSULATION
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95.8 1000 GAL 95.6
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0I- 97.8 FINISH GRADE o
C?�f 95.7 ORIGINAL GRADE U
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94.7 — 94.7
DR\INFINLD ROCK
�----- 93.2 62' 93.2
1"-'-- 87.2 GROUNDWATER ENCOUNTERED 7/28/18
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PROFILE AS-BUILT o��-Fc CE22592 . ••��
illt*GE
(NO SCALE) '�l�F'PROFESSION�� =
4.0N0C1VAlItY0
MUNICIPALITY OF ANCHORAGE n,t►,r
On-Site Water&Wastewater Program 10 50',
PO Box 196650 4700 Elmore Road
•• -Agee Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997
"► http://www.muni.org/onsite
. � Department
4kCMOR
On-Site Water & Wastewater System Permit
Permit Number: OSP181238 Effective Date: 8/7/2018
Work Type: WellSeptic Initial Expiration Date: 8/7/2019
Tax Code Number: 06706209000
Site Legal Address: DENALY ESTATES BLK 2 LT 2 G:0362
Site Mailing Address: 25460 MC INTYRE RD, Eagle River
Owner: TROY DAVIS HOMES INC Lot Size in Sq Ft: 72502
Design Engineer: FORGE ENGINEERING Total Bedrooms: 3
This permit is for the construction of:
2 Disposal Field E Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Special Provisions: The recorded plat for this subdivision notes that artesian wells are common and that special
drilling methods may be required to prevent waste of water via surface discharge.
PO/Received By: VP/WU P(/ Date:
/
111
Issued By: -6i1)-6CADate: O 1 8
ECIANS
MUNICIPALITY OF ANCHORAGE
a1l
Community Development Department '{ =` Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On-Site Water& Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 067-062-09
Property owner(s) Troy Davis Homes Day phone 310-2501
Mailing address 1689 Knik Goose Bay Rd #400, Wasilla, AK 99654
Site address 25460 McIntyre Rd
Legal description (Sub'd., Block & Lot) Denaly Estates Block 2 Lot 2
Legal description (Township, Range & Section)
Lot Size 72,502 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(El all that apply)
Absorption Field ❑X Initial U Single Family (SF) U
(w/wo ADU)
Septic Tank X Upgrade Duplex (D) ❑
Holding Tank n Renewal ❑ Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well VC
Water Storage
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.
(Signature of property owner or authorized agent)
Permit/Rush Fees: 7 74 Waiver Fees:
Date of Payment: x`311143 Date of Payment:
Receipt Number: (15-2510 b Receipt Number:
Permit No. (MP/Y/2,31 Waiver No.
Permit App_.-: ::.,c
PO BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
July 30, 2018
MOA Development Services Dept, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Denaly Estates Block 2 Lot 2 - Septic system design
Dear On-Site Services Engineer:
The owner of the above lot intends to build a 3-bedroom home on the property, so we are
submitting this permit application for the construction of a new well and septic system. The
attached site plan identifies the location of the home as well as the proposed well, septic location
and alternate site. No conflicts exist between this proposed system and any other well or septic
system, whether on this lot or adjacent lots.
The ground surface on the lot slopes down away from the road at a moderate slope, between 5-
15%. There are no slopes greater than 25% within 50 feet downslope of either the primary or
alternate site. Drainage arrows are shown on the site plan showing the grade and direction of flow.
Stormwater 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 10’ away.
Please refer to the attached test hole logs, soils lab analysis, plan and profile pages for the septic
design. If this design is followed, there will be no adverse impacts to adjacent properties.
Sincerely,
Benjamin Schiller, PE
7/30/18
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP181238, Rebecca Carroll, 08/07/18
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1"=100'
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EFFECTIVE DEPTH
ABSORPTION TRENCH
1000-GAL SEPTIC
TANK
NOTE:
NO SLOPES >25% WITHIN 50' OR SURFACE WATER WITHIN 100' OF THE
PROPOSED SEPTIC SYSTEM
ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS
PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC
SYSTEMS.
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
CO
TH#1
DENALY ESTATES, BLOCK 2 LOT 2
Jul 30, 2018
SLOPES > 25%
SLOPES > 46%
15'
T&E
EAS
E
M
E
N
T
10' T&E EASEMENT20' DRAINAGE EASEMENTALTERNATE SITE
2CO
TH#2
CO
MT
UNDEVELOPED
UNDEVELOPED
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP181238, Rebecca Carroll, 08/07/18
DENALY ESTATES BLOCK 2 LOT 2
DESIGN FACTORS: SYSTEM REQUIREMENTS:
450 GPD PEAK FLOW
PERK RATE: <1 MIN/IN
APPLICATION RATE: 1.2 GPD/SF*
5' WIDE DEEP TRENCH SYSTEM
1000-GAL SEPTIC TANK
TYPICAL DEEP TRENCH SECTION
(NO SCALE)
Aug 07, 2018
NOTES:
1. GRADE AREA OVER TRENCH TO DRAIN AWAY
2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2'
WITH 2" OF INSULATION
3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY
BOTTOM OF TRENCH: 2.5' BELOW GRADE
FLOW LINE ELEVATION: 1.0' BELOW GRADE
TOP OF TRENCH: 1.5' ABOVE GRADE
450 GPD / 1.2 GPD/SF / 5' WIDE * 0.78 REDUCTION = 58.3 LF TRENCH REQUIRED (60 LF SPECIFIED)
4" PERFORATED PVC
(HOLES DOWN)
DRAINFIELD ROCK
5'
6"
1'-6"
6"
1'-6"
INSULATION
*SEE ATTACHED LAB ANALYSIS CATEGORIZING MATERIAL AS SW-SM
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP181238, Rebecca Carroll, 08/07/18
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE:
PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
TECHNICIAN:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DEPTH
(feet)
PROJECT No.:
TEST HOLE 1
SLOPE
SLOPE
SITE PLAN
See Site Plan
DATE READING GROSS TIME
(minutes)
NET TIME
(minutes)
DEPTH to
WATER NET DROP
TEST HOLE PRESOAKED PRIOR TO TESTING:
PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH)
TEST RUN BETWEEN: FT. and FT.
COMMENTS:
(inches)(inches)
Denaly Estates Block 2 Lot 2
7-6-18
N. Shafer
Development Services Department
4700 Elmore Road Anchorage, AK 99519-6650
Municipality of Anchorage
DATE OF MONITORING:
WAS GROUND WATER ENCOUNTERED?
DEPTH OF WATER AFTER MONITORING:
IF YES @ WHAT DEPTH?
YES
9'
8.5'
0.19 6
3.5 4.5
067-062-09
Troy Davis Homes
Professional Engineers Stamp:
Jul 30, 2018
14:00 - 14:01
2/21
1
2
3
4
5
6
4 0
16 - 10 0
16
14:01 - 14:02
14:02 - 14:03
14:04 - 14:05
14:05 - 14:06
14:06 - 14:07
1' OB
WELL-GRADED SAND WITH SILT
7/28/18
SW-SM
SILTY LOAM
6 0
16 "1:05
1:05 4 - 10 6
1:06 4 - 10 6
1:10 4 - 10 6
1:09 4 - 10 6
1:10 4 - 10 6
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP181238, Rebecca Carroll, 08/07/18
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE:
PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
TECHNICIAN:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DEPTH
(feet)
PROJECT No.:
TEST HOLE 2
SLOPE
SLOPE
SITE PLAN
See Site Plan
DATE READING GROSS TIME
(minutes)
NET TIME
(minutes)
DEPTH to
WATER NET DROP
TEST HOLE PRESOAKED PRIOR TO TESTING:
PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH)
TEST RUN BETWEEN: FT. and FT.
COMMENTS:
(inches)(inches)
Denaly Estates Block 2 Lot 2
7-6-18
N. Shafer
Development Services Department
4700 Elmore Road Anchorage, AK 99519-6650
Municipality of Anchorage
DATE OF MONITORING:
WAS GROUND WATER ENCOUNTERED?
DEPTH OF WATER AFTER MONITORING:
IF YES @ WHAT DEPTH?
YES
8.5'
8.5'
0.35 6
3.5 4.0
067-062-09
Troy Davis Homes
Professional Engineers Stamp:
Jul 30, 2018
14:25 - 14:26
2/21
1
2
3
4
5
6
4 0
16 - 10 0
16
14:27 - 14:28
14:29 - 14:30
14:31 - 14:32
14:33 - 14:35
14:36 - 14:38
1' OB
WELL-GRADED SAND WITH SILT
7/28/18
SW-SM
SILTY LOAM
6 0
16 "0:58
1:20 4 - 10 6
1:39 4 - 10 6
1:49 4 - 10 6
2:05 4 - 10 6
2:09 4 - 10 6
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP181238, Rebecca Carroll, 08/07/18
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP181238, Rebecca Carroll, 08/07/18
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MUNICIPALITY OF ANC RAGE
/.
Development Services Department i Phone: 907-343-7904
On-Site Water & Wastewater Section - . Fax: 907-343-7997
Certificate of On-Site Systems Approval
Parcel I.D. 067-062-09 Expiration Date: �I
1. GENERAL INFORMATION
Complete legal description Denaly Estates Block 2 Lot 2
Location (site address) 25460 McIntyre Road
Current property owner(s) Troy Davis Homes, Inc Day phone 907-310-2501
Mailing address 1689 Knik Goose Bay Rd, #400, Wasilla, AK 99654
Real estate agent Day phone
2. TYPE OF DWELLING:
Single Family (w/wo ADU)
El Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 3
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Private Well [ Private Septic
Water Storage ❑ Holding Tank
Community Well ❑ Community C
Public Water System [ Public Sewer ❑
Waiver request for Distance:
Received by: Date:
COSA to be released to the engineer,unless otherwise requested by the engineer.
COSA Fee $ a /gin Waiver Fee $
Date of Payment /l a�-i/"7 Date of Payment
Receipt Number USiL-1 3/D Receipt Number
COSA# 0Oc[ i 10/S Waiver#
5. 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 for this application, shows that the
on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of
bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the
Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater
disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in
effect at the time of installation.
Name of Firm Forge Engineering Phone 907-522-7773
Address PO Box 240773, Anchorage, AK 99524
Engineer's Printed Name Benjamin Schiller, PE Date 1/21/19
of A•C
q614$
* •
'4®TM A� *
fi
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6. DSD SIGNATURE % • VP.... ;• •. ..• p
xSystem #1 Approved for 3 bedrooms / �.: Benja• chiller j
System #2 Approved for bedrooms ���G 1/•
C21/19 . /
�v9Fo:O•.SS10HtV.s
Disapproved l�,�w"`w
Conditional approval for bedrooms, with the following stipulations:
•
avj
2 WPSE wP�R o.
o W PROGRAM s'
'f'fNT Svc
By: k—,—dd Original Certificate Date: / — 23-1/
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the
representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is
not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA Checklist blue sheet
If more than 1 septic system is on the lot:
COSA Checklist# of
Structure served by this system
Certificate of On-Site Systems Approval Checklist
Legal Description: Denaly Estates Block 2 Lot 2 Parcel ID:067-062-09
A. WELL DATA
Well type Private If A, B, or C provide PWSID# Well Log (Y/N) Y
Date completed 8/23/18 Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y
Total depth 143 ft. Cased to 143 ft. Casing height (above ground) 24 in.
FROM WELL LOG AT INSPECTION
Date of test 8/23/18 NEW
Static water level Artesian ft. ft.
Well production 20 g.p.m. g.p.m.
WATER SAMPLE RESULTS:
Coliform Neg colonies/100 mL Nitrate ND mg/L
Arsenic
ND ug/L Date of sample: 1/15/19 Collected by: Forge Engineering
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Septic/Steel Date installed 8/30/18
Tank size 1000 gal. Number of Compartments 2 Cleanouts (Y/N) Y
Foundation cleanout(Y/N) Y Depression over tank(Y/N) N High water alarm (Y/N) N
Date of pumping Pumper New Construction
C. ABSORPTION FIELD DATA
Date installed 8/30/18 Soil rating (g.p.d./ft2 or ft2/bdrm) 1 .2 System type Shallow Trench
Length 62.0 ft. Width 5.0 ft. Gravel below pipe 1 .5 ft.
Total depth 4.6 ft. Eff. absorption area 397 ft2 Monitoring tube Y Depression over field N
Date of adequacy test NEW Results (Pass/Fail) For bedrooms
Fluid depth in absorption field before test in. Water added gal. New depth in.
Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d.
Any rejuvenation treatment(past 12 mo.) (Y/N &type) If yes, give date
D. LIFT STATION
Date installed Size in gallons Manhole/Access (Y/N)
"Pump on" level at in. "Pump off' level at in. High water alarm level at in.
Datum Cycles tested Meets alarm&circuit requirements?
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot >100' On adjacent lots >100'
Absorption field on lot 100' On adjacent lots 100'
Public sewer main >75' Public sewer manhole/cleanout >100'
Sewer/septic service line >25 Holding tank 100
Animal containment areas >50' Manure/animal excrete storage areas >100'
SEPTIC/HOLDING TANK ON LOT TO:
>10'Building foundation Property line >5 Absorption field >5
Water main >10' Water service line >10' Surface water >100'
Wells on adjacent lots X100'
ABSORPTION FIELD ON LOT TO:
Property line 10 Building foundation 10 Water main >10
Water Service line Surface water 00 Driveway, parking/vehicle storage >10'
Curtain drain None Noted Wells on adjacent lots >100'
F. COMMENTS
G. ENGINEER'S CERTIFICATION .`����\\\
9F A�gllk0
I certify that I have determined through field inspections and
..,.•. t4
review of Municipal records that the above systems are in //4fiP• •• `� -9���
i
conformance with MOA COSA guidelines in effect on this date. *: 4911-1 1\ •.* I
Engineer's Printed Name
Benjamin Schiller, PE • • • • ....: 0
Date 1/21/19 r Benjatriry/Schiller : . j
� •
# (4% C1/21/19E 12592 ..<47:1'
•`( 47
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COSA brown sheet 10-10-12.doc
Wheaton Water Well, Inc.
1190 N. Wasilla-Fishhook Road
Wasilla, AK 99654
(907)376-2041
Name: Troy Davis Homes Inc
Address: 1689 Knik Goose Bay Road, Suite 400
City: Wasilla State: AK Zip Code: 99654
Well Site: Denaly Estates Lot/Block: 2/2
Additional: 25322 McIntyre, Eagle River
Well Depth: 143 ft. From: To: Formation:
0 9 stick up,silt, gravel
Below Ground: 141 ft. 9 16 wet silt,brown
Above Ground: 2 ft. 16 47 silt&gravel,grey, dry
47 70 silt,dry,hard
Gal/Min: 20 70 134 soft sticky silt
Static Level: 0 ft. 134 141 soft silt,gravel
141 143 gravel,sand,water
Casing: 143 ft.ft. of 6 in. x .25 in. steel
Liner Pipe: none
Screened: none
Perforated: none
Grouted: Bentonite
Depth: 20 ft. +
Develop. Method: Air
Use of Well: Residential
Drilling Method: Rotary
;t,-► Lti QUALITY TESTING
Misc: none `of tvirm lle9 Co1/100flt
Nitratt36_017 mi,/•-
' Arseni:.. P us2nL
Other: none
The well was pumped 5'off the bottom with 100%draw down for 2 hours and recovered at 20 gpm.
Date Drilled: Ben Mattson Driller: 8/23/2018
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 Elmore Road •
P.O. Box 196650
Mark Begich Anchorage, AK 99507
Mayor www.muni.org/onsite
(907)343-7904
Pump Installation Log
Well Drilling Permit Number: SW Date of Issue:
Parcel Identification Number:
Legal Description Property Owner Name & Address:
LOT 2,BLOCK 2 DENALY ESTATES TROY DAVIS HOMES
1689 KNIK GOOSE BAY ROAD SUITE 400
WASILLA,AK 99654
Pump Installation Date: NA
Pump Intake Depth Below Top of Well Casing:NA feet
Pump Manufacturer's Name: NA
Pump Model: NA
Pump Size NA hp
Pitless Adapter Burial Depth: NA feet
Pitless Adapter Manufacturer's Name: NA
Pitless Adapter Installer: NEC CONSTRUCTION
Well Disinfected Upon Completion? ® Yes ❑No
Method of Disinfection: RECIRCULATION
Comments: JET PUMP INSTALLED IN HOUSE.NO PUMP IN WELL
Pump Installer Name: FORM COMPLETED BY WHEATON WATER WELL INC
1190 N.WASILLA FISHHOOK RD
WASILLA,AK.99654
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
McINTYRE ROAD
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10'IRE EASEMENTS HOUSE DETAIL
Scale: 1" w 30'
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Lot 2 20'ORNNAOE EASEMENT
72.502 s.f. \
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5 75?5 327.62
\\ Lot 23
EAGLE RIVER GREENBELT
PLOT PLAN __ AS BUILT X SCALE 1" - 50' GRID _ NW 0362— Project No. 18-276/55
pp'' 11500 Daryl Avenue, Anchorage, Alaska 99515-3049
LangOc
Associates, t inc. (907) 522-6476 Phone
(907) 522-4625 Fax ..§4'.oOOF A\�\�1
Professional Land Surveyors kenOiongsurvey.com 0,,,,,c.:„._ C9
JonathanOlongsurvsy.com oQS/r 1.
I hereby certify that I have surveyed the following described properly:
Lot 2, Block 2, DENALY ESTATES SUBD. (Plot No. 2018-29) 0* • 491 1,
Anchorage Recording District, Alaska, and that the Improvements situated thereon are g ,
within the properly lines and do not encroach onto the property adjacent thereto, that j
no Improvements on the property lying adjacent thereto encroach on the surveyed KEN •: O
premises and that there ore no roadways, transmission lines or other visible
easements on said property except as Indicated hereon. l(►'} ti O
[s ,;?,t1
ti T 2v '•'-5202••'
Dated this the ;Z Day of ew�+nr`•-�' —Sq at Anchorage, Alaska Q a,�,,� o 0
It Is the responsibility of the owner to determine the existence of any easements. 4�40�0.
covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963