HomeMy WebLinkAboutHORIZON ESTATES LT 7A K State Land
Survey 2006-3
Government
Lot 6
Tr C
#051-324-18
Inspection Report _1-1-11.doc
Municipality of Anchorage
Community Development Department Page 1 of 3
On-Site Water and Wastewater Program
4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904
ON-SITE
WASTEWATER INSPECTION REPORT
Permit Number: OSP131396
PID Number: 051-324-18 ❑✓ New ❑ Upgrade
Name:
Troy Davis Homes
ABSORPTION FIELD
❑ Deep Trench Z Shallow Trench ❑ Bed ❑ Mound
Address
165 E. Parks Highway, Wasilla, AK 99654
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
357-9394
4
_6GPD/SF
12 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
4 Ft.
Gravel depth beneath pipe
8Ft.
Subdivision
Block Lot
AK State Land Survey 2006-3
Tr,IC 6
Fill added above original grade
1-2 Ft.
Gravel length
48 Ft.
Township Range Section
Gravel width
5Ft.
Beds: Number of Lines
Distance between lines
I Ft.
SEPARATION DISTANCES
TO
Septic
Absorption
Holding
Sewer
Total absorption area
INumber of trenches
Dist. between trenches
From
Tank
Field
Lift Station
Tank
Line
768 Fiz
I One
I Ft.
Well
>100,
>100,
N/A
N/A
>25,
TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Anchorage Tank1,25OGal.
Capacity
Surface water
>100'
>100'
N/A
N/A
Material
Steel
Number of compartments
Two
Lot Line
>5'
>10'
N/A
N/A
NA
Foundation
>5'
>10'
N/A
NIA
LIFT STATION
Manufacturer
Capacity
Gal.
Curtain Drain
None
Noted
Pump on level at
Pump off level at
High water alar at
Remarks
in.
in.
in.
Pump make and model
Electrical Inspections performed by
PIPEMATERIAL Housetotank D3034 Tank to
drainfield D3034
Installer
Northern Excavation
Drainfeld HDPE CO/MT D3034
Inspector AH
BENCH MARK (Assumed elevation) 108.Oft
Inspection�,
10/26/13
n 10/27/13
Location and description
dates:
2
Finished Floor First Level.
e
a"
COMMUNITY DEVELOPMENT DEPARTMENT APPROVALOF
'.€AguEsS3
Conditional Approval:
Date
„ �; `
'# ' 4918 '• *�i
iIs a+tW "Mile
ca AV
60
f
Approved
Date -3-/
1�° AF �� ���'`�•
�i� E5510t�
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Inspection Report _1-1-11.doc
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Municipality of Anchorage Page 3 of 3
DEVEOPMENT SERVICES DEPARTMENT
4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904
On -Site Wastewater Disposal System or Well Inspection Report
Permit Number: OSP131396
N 100.5 N
1,250 Gallon
Septic Tank `96.1
M
T
10-16-13
48' (Trench Length)
4
PROFILE AS -BUILT -
No Scale
AEL E. ANDERSON
No. CE -4381
ACE WATER WELL DRILLING
A subsidiary ofACE Ventures, Inc.
P.O. Box 520090
1167 N. Knapp Dr
Big Lake, Ak. 99652
(907) 357-7987 fax (907) 376-7987 (907) 354-1398 cell
Well Owner: Troy Davis Homes
Use of Well: Domestic
OSP IS 13`16
Location: Lot 7 Block I Horizon Estates — 18311 Muldrow - Birchwood an �-„c wO6-
Date of Completion: 10/30/2013 Job # 13-56 Drilling Method: Air Rotary (ro✓ i to 1- 6
Size of Casing: 6" Depth of hole: 160 feet Cased to: 154 feet Tr G
Static Water Level: 42 feet below top of casing.
Finish of Well ( ) Open End ( X ) Grout/Seal ( ) Screen/Liner ( X ) Perforated
Describe screen, seal, or perforation: Perforated from 150 to 153 feet. Bentonite surface grout seal.
Well Pumping Test at 15 Gallons per ( ) hour ( X ) minute:
Suggested Pump setting depth: 150 feet from top of casing.
Method of disinfection: Chlorine tablets
Depth in feet from casing
to
Details of Formations/size/color/ etc
0 to 2 feet
Stick u
2 to 75 feet
Silty gravel and cobbles
75 to 78 feet
Silty, dirty wet gravel
78 to 145 feet
Silly clayey gravel
145 to 160 feet
Water gravel,
1,54 to 160 feet
Bedrock
s
Driller Signature Date:
Ace Water Wells
P 0 Box 520090
Big Lake, Ak. 99652
(907)376-7987
Well Owner: Troy Davis Homes job# P13-56-14
Inst3liation Date: 03/14/2014
Legal Description: Lot 7 Block 1 Horizon — Eagle River
Pump Intake Depth: 150' feet below top of casing (TOC).
Pump Manufacturer: Goulds Well Depth: 160' from Top of casing
Model, Bruiser
Size: NA Horse Static: 41' from Top of Casing
GPM; 10
Disinfection method: Chlorine tablets
Additional comments;
is-//
installer
On -Site Water & Wastewater System Permit
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Permit Number: OSP131396
Tax Code Number: 05132418000
Work Type: WellSeptic
Permit Effective Dates: October 22, 2013 to October 22, 2014
Design Engineer: ANDERSON ENGINEERING
Subdivision: AK STATE LAND SURVEY 2006-3
Site Legal Address: AK STATE LAND SURVEY 2006-3 GOVERNMENT LT 6 TR C G:0553
Owner/Address: TROY DAVIS HOMES INC
165 E PARKS HWY STE 200 WASILLA AK 996547059
Site Mailing Address: 18311 MULDROW ST, Eagle River
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank
Lot Size in Sq Ft: 276600
Total Bedrooms: 4
N Privy Y Private Well N Water Storage
All construction must 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 must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received
Issued By
By: Date: I� K 13
Date: a
MUNICIPALITY OF ANCHORAGE
Community Development Department 14 Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION USj1�
Parcel I.D. 051-324-18
Property owner(s) Troy Davis Homes Day phone 310-2501
Mailing address 165 E. Parks Highway #200 Wasilla, AK 99654
Site address 18311 Muldrow Street Eagle River, AK 99577
Legal description (Sub'd., Block & Lot) AK State Land Survey 2006-3 Government Lot 6
Legal description (Township, Range & Section) Tract C
Lot Size 276,600 Sq. Ft. Number of Bedrooms Four
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
Initial ❑x
Single Family (SF)
(w/wo ADU)
Septic Tank
❑X
Upgrade ❑
Duplex (D)
❑
Holding Tank
❑
Renewal ❑
Multiple Dwellings
❑
Privy
❑
(SF and/or D)
Private Well
F
Water Storage
❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees:S3 01W0 ('ZWaiver Fees:
Date of Payment: to h, / //3 o Date of Payment:
Receipt Number: L (:2 211;- Receipt Number:
Permit No. qlp Waiver No.
Permit App_:;- :
October 20, 2013
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, AK 99519-6650
Subject: Tract C of Government Lot 6
Septic System Design and Permit Application
Impacts to Adjacent Properties
Dear Onsite Services Engineer:
The owner of Tract C of Government Lot 6 intends to construct a new four-bedroom
home on the lot. The tract is currently proposed for subdivision into several lots and the
location shown will eventually be Lot 7 of Horizon Estates Subdivision. We are
requesting a permit be issued on the entire tract for the construction of a new well and
septic system to accommodate the home. The attached Site Plan and backup
documentation identify the location and configuration of the proposed well and septic
system along with the alternate site. Also identified on the plans are the proposed wells
in the area and septic systems on surrounding lots. No conflicts exist between the
proposed septic system and well or septic systems and wells on adjacent lots.
Drainage arrows are shown on the site plan showing the grade and direction of flow on
the lot. The drainage pattern will not be changed as a result of this project.
The test holes placed on the lot indicated silty sand with gravel (SM/GM). The
percolation rate of the soil was determined to be 10 to 13 minutes per inch. No
groundwater was found during the placement of the test holes and none was noted
during the monitoring period. An application rate of .8 gallons per day per square foot
was used in the design of the absorption system. We are proposing to place a new
1,250 -gallon septic tank and a 48' long by 3' wide by 8' effective depth absorption
trench to treat and dispose of the effluent generated in the house. The elevation of the
distribution line in the absorption trench will be 3' below the surface and the total depth
will be 11'. A minimum of 3' of fill or 2" of insulation and 2' of fill will be placed over the
absorption trench and 4' over the septic tank.
The ground surface on the lot in the area of the septic system slopes to the northwest
at a shallow grade with some cross sloping from the east. The new trenches will be
constructed parallel with the contours of the slope as much as possible in conformance
with Municipal requirements. The new septic system will be constructed a minimum of
100' from all wells and any surface water and 10' the proposed and existing water
services in the area.
Tract C of Government Lot 6
October 20, 2013
Page Two
If the system is constructed in accordance with our design the following statements
apply:
1. The system, if constructed as designed, will have no adverse impact on the wells
in the area or those to be constructed in the future.
2. The system, if constructed as designed, will have no adverse impact on existing
septic systems in the area or those to be constructed in the future.
3. The system, if constructed as designed, will have no adverse impact on reserve
space, either surface or subsurface, on any lots located in the area.
4. The system, if constructed as designed, will have no adverse impact on drainage
patterns in the area. The current drainage pattern will be maintained.
Sincerely,
;J't'� aav-,L�
Michael E. Anderson, P.E.
Attachments
MICHAEL E. ANDERSON
No. CE -4381
TRACT C OF GOVERNMENT LOT 6, TRACTS A,
\ B, AND C (2009-6)
\ (PROPOSED HORIZON ESTATES SUBDIVISION)
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Lot 17A, Block 1
MICHAEL E. ANDERSON �'L�j, _ Fire Lake
AREA MAP
No. CE -4381 J� _
SCALE 1' = 100'
Proposed
Septic System
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TRACT C OF GOVERNMENT LOT 6, TRACTS A, B AND C
DESIGN FACTORS: SYSTEM REQUIREMENTS:
Four Bedroom Home Deep Trench System
Pere. Rate: 10-12 Min./Inch 1,250 Gallon Septic Tank
Application Rate: .8 GPD/SF 8' Drainfield Rock
4 Bedrooms X 150 GPD/.8 GPD/SF (Application Rate) = 750 SF Absorption Area
750 SF/16 SF/LF = 46.9 LF Trench Length
THEREFORE: Construct a 48' Long x 3' Wide x 8' Effective Depth Absorption Trench at the
Location Shown. Flow Line Elevation in the Trenches to be 3' Below Original Ground. Total Depth
to Be 11' Below Existing Ground. Provide 4' of Cover Over Septic Tank and a Minimum of 3'
Cover Over Absorpiton Trenches. Maintain 100' Separation from Wells in the Area.
Natural
Backfill
2'6" Geotextile
Fabric
6:: O 4" Perforated
PVC (Holes Down)
8'0" 1 1 Drainfield Rock
3'
TYPICAL DEEP TRENCH SECTION
(NO SCALE) j
J•
NOTE: Grade Area Over Trench to Drain Away.
Minimum 6' Separation From Bedrock. :....;
Minimum 4' Separation From Groundwater. 00
Minimum 100' Separation From Wells in the Area. 0 a!
Minimum 100' Separation From Surface Water or Streams. ,18
MICHAEL E. ANDERSON
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 BRAGAW STREET ANCHORAGE, AK 99519-6650
DEPTH
(feet)
1-
2
3-
4-
5-
6-
7-
8 -
9-
10 -
II
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: LOT 7, HORIZON SUBDIVISION
PERFORMED FOR: TROY DAVIS HOMES
DATE: 10/9/13 PROJECT No.:
PARCEL ID#: TECHNICIAN: A. HARALA
TEST HOLE 3
nTmrrrrrm
a
a
d
°
OB/OG
SILTY SAND
WITH GRAVEL
d SM/GM
a
SLOPE
49th •.et}
AEL E. ANDERSON
No. CE -43137
SI I E FLAN
SEE SITE PLAN k
Y
WAS GROUND WATER ENCOUNTERED? NO
° IF YES @ WHAT DEPTH?
DEPTH OF WATER AFTER MONITORING: NONE 2%
A--
DATE OF MONITORING: 10/16/13
A
°
BOH @ 18.5'
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH To
WATER
(INCHES)
NET DROP
(INCHES)
TEST HOLE PRESOAKED PRIOR TO TESTING:
10/9
1
13:58
7.25"
2
14:28
30
9.63"
2.38"
3
14:34
7.19"
4
15:04
30
9.75'
2.56"
5
15:09
7.06"
6
15:39
30
9.69"
2.63"
PERCOLATION RATE:11.411
(MIN/INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN: 4.5 FT. and 5.5 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 10/20/13
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 BRAGAW STREET. ANCHORAGE, AK 99519-6650
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: LOT 7, HORIZON SUBDIVISION
PERFORMED FOR: TROY DAVIS HOMES
DATE: 9/15/13 PROJECT No.:
PARCEL ID#: TECHNICIAN: A. HARALA
DEPTH TEST HOLE 4
(feet)
N
0
WAS GROUND WATER ENCOUNTERED? NO
SITE PLAN
SEE SITE PLAN I.
i
IF YES @ WHAT DEPTH? L
DEPTH OF WATER AFTER MONITORNG: NONE O 2%
DATE OF MONITORING: �0/Ifi/13
DATE
READING
OB/OG
1
DEPTH TO
WATER
(INCHES)
NET DROP
(INCHES)
a
10/9
2
°
3
2
d.
30
4
3.75"
5
°
7.12"
d
6
q'
30
7
3.07"
8
15:07
SILTY SAND
7.19"
WITH GRAVEL
9
a
SM/GM
10.19"
d
0
10-
11
11
d
2
12-
13—.
13
d
4
14-
15—
15
BOH @ 15'
16
17
18
19
N
0
WAS GROUND WATER ENCOUNTERED? NO
SITE PLAN
SEE SITE PLAN I.
i
IF YES @ WHAT DEPTH? L
DEPTH OF WATER AFTER MONITORNG: NONE O 2%
DATE OF MONITORING: �0/Ifi/13
DATE
READING
GROSS TIME
(MINUTES)
NET TIM E
(MINUTES)
DEPTH TO
WATER
(INCHES)
NET DROP
(INCHES)
TEST HOLE PRESOAKED PRIOR TO TESTING:
10/9
1
14:01
7.00"
2
14:31
30
10.75"
3.75"
3
14:36
7.12"
4
15:06
30
10.19"
3.07"
5
15:07
7.19"
6
15:37
30
10.19"
3.00"
PERCOLATION RATE:1:10 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN: 4_5 FT. and 5_5 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 10/20/13
f
• Municipality of Anchorage
On -Site Water and Wastewater Program<U
A / (907)343-7904
Certificate of On -Site Systems Approval
Parcel I.D. 051-324-18
1. GENERAL INFORMATION
Complete legal description
Location (site address)
Expiration Date: / O — 3 - L'4
AK Land Survey 2006-3 Government Lot 6, Tract C
18311 Muldrow Street Eagle River, AK 99577
Current Property owner(s)
Mailing address
Real Estate Agent
Troy Davis Homes, Inc. Day phone 357-9394
165 E. Parks Highway, No. 200 Wasilla, AK 99654
2. TYPE OF DWELLING:
0 Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: Four
Day phone
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
Q
Individual
El
Individual Water Storage
❑
Holding Tank
❑
Community Class Well
❑
Community
❑
I:_, ,_.__ I ... .__
r uUII Vvaltn OyJLGIII
n
LJ
0-ki:- 0-.—
r uuuu evvel
n
U
Waiver/Variance request for
Received by: r y ".R' Date
COSA to be releaged to the engineer, unless otherwise requested by the engineer.
COSA Fee $ t�I •Q/)
Date of Payment qbN
Receipt Number 015-0 5C
COSA# d 3i
}C.
i
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 Anderson Engineering Phone 522-7773
Address P.O. Box 240773 Anchorage, AK 99524
Engineer's Printed Name Michael E. Anderson, P.E.
6. DSD SIGNATURE
System #1 Approved for bedrooms
System #2 Approved for bedrooms
Disapproved
Conditional approval for
Date 7/2/14
bedrooms, with the following
By: Original Certificate Date: " J
The ni of orage 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 forerrors 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 blu.sheet f , 0
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: AK Land Survey 2006-3 Govt. Lot 6, Tract C Parcel ID: 051-324-18
A. WELL DATA
Well type Private If A, B, or C provide PWSID # Well Log (Y/N) Y
Date completed 10/30/13 Sanitary seal (YIN) Y Wires properly protected (Y/N) Y
Total depth 160 ft. Cased to 154 ft. Casing height (above ground) >12 in.
FROM WELL LOG AT INSPECTION
Date of test 10/30/13
Static water level 42 ft. ft.
Well production 15 g.p.m. g.p.m.
WATER SAMPLE RESULTS:
Coliform 0 colonies/100 mL Nitrate •195 mg/L
Arsenic ND ug/L Date of sample: 5/5/14 Collected by: Anderson Engrg.
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Septic/Steel Date installed 10/26/13
Tank size 1,250 gal. Number of Compartments 2 Cleanouts (Y/N)
Foundation cleanout (YIN) Y Depression over tank (Y/N) N High water alarm (YIN)
Date of pumping New Const. Pumper
C. ABSORPTION FIELD DATA
Y
N
Date installed 10/26/13 Soil rating (g.p.d./ft2 or ft2/bdrm) .8 GPD/SF System type Deep Trench
Length 48 ft. Width 3 ft. Gravel below pipe 8.0 ft.
Total depth 13-14 ft. Eff. absorption area 768 ft2 Monitoring tube Y Depression over field N
Date of adequacy test New Const, 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) N If yes, give date
D. LIFT STATION
Date installed Size in gallons
"Pump on" level at in. "Pump offlevel at
Datum Cycles tested
Manhole/Access (Y/N)
in. High water alarm level at
Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot > 100' On adjacent lots >1 00'
Absorption field on lot >100' On adjacent lots >1 00'
Public sewer main N/A Public sewer manhole/cleanout N/A
Sewer/septic service line >25' Holding tank N/A
Animal containment areas >50' Manure/animal excrete storage areas >100'
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation >5' Property line >5'
Water main > 10' Water service line >10'
Wells on adjacent lots >100,
ABSORPTION FIELD ON LOT TO:
Property line >10, Building foundation >10,
Water Service line >10' Surface water >100'
Curtain drain None Noted Wells on adjacent lots >100'
F. COMMENTS
G. ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this date.
Engineer's Printed Name Michael E. Anderson, P.E.
Date 7/2/14
COSA brown sheet t0-10-12.doc
Absorption field >5
Surface water >100'
Water main
N/A
Driveway, parking/vehicle storage > 10,
1
in.
MICHAEL E. ANDERSON
'sl CE -4381 ;`>p
3A
GRAPHIC SCALE.. I Inch = 80 Feet
40 0 40 80 160
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FOR: Troy Davis Homes Date Scale Legal Description
05-03-14 1" = 80,
FORBES & ASSOCIATES, INC Grid A. -Buil TRACT c
P.D. BOX 232293 NW 553 2140041 GOVERNMENT LOT 6
Anchorage, Alaska 99523 Drawn by Field Book TRACTS A, B AND C
(907) 227-5881 CEF 243
1 hereby certify that the property described hereon has been surveyed'U�'��
by me, or at my direction, and that the improvements situated thereon �P. OFF �•• 4 �,k1# +,
are within the property lines and do not overlap or encroach on the y ,.' '•.
property lying adjacent thereto unless otherwise shown. That no • ,.f. r
improvements on the property lying adjacent thereto encroach on the
premises in question and that there are no roadways, transmission so 74 j ¢9111
lines or other easements on said property except as shown. 006.."
.... .... .... ...........
It is the responsibility of the owner or builder, prior to construction, .,p, •••• +•.....•••• •.......,.j
to verify proposed building grade relative to finish grade and utility01
. CHARLES E. FORBES
connections and to determine the existence of any easements, covenants,�f„ LS -7326 ym�'ai
or restrictions which do not appear on the recorded subdivision plat. a 05-05-14 k"
S�
Listed distances prevail over scaling. j'#�g.Ar .•'••••'�•pRt"y
Reproduction may cause distortion.��y?lE9 Statrl, �+A