HomeMy WebLinkAboutCROSBY LT 9ACPo
by
Lot 9A
#015-271-62
Municipality of Anchorage Page Z of
Development Services Department
On-Site Water and Wastewater Program
4700 South Bragaw Street
P,O. Box 196650 Anchorage, AK 99519-6650
www. cLanchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number:. SW020226 PID Number: 0.15-271-62
Roger & Shirley Crosby WastewaterSystem: New
'10950 Cange Street Anch., AK 99516 ABSORPTION FIELD
Pm,: ,ur,~,of e,~o~,: Deep Trench
344-0781 Three (3)
SOil RaOng: TOtal Deptll from original grlide:
LEGAL DESCRIPTION .6 c,o~:," '10
9A Crosby 2. n. 8
2.5 n. 70 ~t.
Well: New :3 Irt. 1J FL
Private 260 ~,. 260 n '1~'120 ~ ASTM D3034 PVC
M-W Drilling, Inc. 8/22/02 3.49 ,, Sanders & Sanders 8/6/02
Y~',d: 3.5 (~,u J P,.,,,pSlim:,,. J Cli.,,,~Hli~ht,",~,,,.Oro.,',,:2 ,:, TANK
SEPARATION DISTANCES [] septic [] Holding [] S.T.E.P. r"] Other:
T~'"~o Septic Absorption Lift Holding )ublic/Pflvate Mte3ufactu~er: Cepac~ty~Gallons;
Tank Field Station Tank SewerUne I Anchorage Tank 3.250
w.,, >3.00' >200' N/A N/A >25' Steel Two (2;)
s...=w.,., >100' >3.00' N/A N/A-- %-- /i LIFT STATION - NONE ON LOT
Lot Lirm >5' >3.0' N/A N/A ~.,.
Foundati~l >5' >3.0' N/A N/A 'Pump ~'1' levliI lit: 'Pump Off' level lit: .,gn water alarm lit:
in I~, in.
CunliinDrliin None Noted .um...,.a~o, Electricallnspectionsperformeclby:
Rlimal~,: BENCH MARK
Northwest Door Threshold Lower Level.
100.0 Ft
Engineer's Stamp
_...~.'. ........ :..%,,.
,r ~;..' ~. '..;..,~ *~
Inspections performed by: H, ,Utti Dates: 1't 8/6/02 _ i 49,h 1% _ ~. ,, J
~..-.t.~-...4 ...... . ......... ,,q..~.....~
2nd 8/6/02 "":';'"~='~'~
Department of Health and Human Services approval . ~.:... No. c~-,~,,
'* ~:". .":4' ~"
;e2'P,,-',;', ......... ~; ·
Reviewed and approved by: /)~/'~/ /J.2', /~.~ Oate:.-~%.~."7-O~ -a >c, ..;.'_' .........
Municipality of Anchorage
DEVEOPMENT SERVICES DEPARTMENT
4700 South Bragaw Street Anchorage, AK. 99519-6655 - 3437904
On-Site Wastewater Disposal System or Well Inspection Report
Permit Number:. SW020226
Page 2 of 3
PID No. 015-271-62
N 89'54'41" W 299.47'
s2 29.61 12o.6
150.0123.0
N 89'54'4t" W
. Municipality of Anchorage Page 3 of 3
DEVEOPMENT SERVICES DEPARTMENT
4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904
On-Site Wastewater Disposal System or Well InsPection Report
Permit Number, SW020226 PID No.: 015-271-62
1.8
..... //CL~_o t e, x t R e .r..q.b r lc .............
,,,. 83.3
PROFILE AS-BUILT
Scale: 1" = 10'
MUNICIPALITM OF ANCHORA GE
Development Services Department
On-Site Water & Wastewater Program
4700 So® Bragaw Street
P.O. Box 196650. Anchorage. AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Date Issued: Jul 16, 2002
Expiration Date: Jul 16, 2003
Permit Number: SW020226
Legal Description: CROSBY LT 9A
Design Engineer: 0843 Lanmark Engineering, Planning & S
Owner Name: Roger C. & Shirley M. Crosby
Owner Address: 10950 CANGE ST
ANCHORAGE, AK 99516-1450
Parcel ID: 015-271-62
Site Address: 010900 CANGE ST
Lot Size: 49541 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of:
~ Disposal Field r~ Septic Tank [] Holding Tank [-'] Privy
[] Private Well ~ 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 engineer must notify DSD at I~ast 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.
Issued By: Uc'~ ~
nMark ngi .... _..
'La iE neering, Planning'& Surveying, Inc.'
9330 Vanguard Drive, Suite 203, Anch0tage, Alaska 99507 T, elephone (907) 562-6050 FAX (907) 562-6040
June 27, 2002
On-Site Services
~Municipality of Anchorage
Development Services Department
On-Site ~,g~ter and Wasteax'ater Program
4700 South Bragaw Street
Anchor;~ge, Ak 99519-6650
SUBJECT: LOT 9A, CROSBY SUBDIVISION
Proposed Well and Septic system, Permit Application
To Whom It l~Lay Concern,
The owner of Lot 9A~ C Subdivisiofi intends to conStruct a ~'ee-bednxnn home on the lot that will,
require water and sanitation improvement~ Public warer and sewer is not a feasible alternative, therefore, we
are requesting app;oval to comtmct an on-sire septic system and well. The attached plan desdfibes the
proposed water and on-site septic system that we are se&klng apprm~. Included on the plans are the location
of the well on the lot, test hole locations, percolation test result's~ and locations of existing 4,4fils and septic
systems in ~he area~ Existing topography is also shown on the dra~"mg. Findings during our literature Search
of Previous systems in the arei and on-site im-estigation are summa~ed as follows:
1.. SOILS: Attached is on-sire &nd adjacent property logs which show soil dassificationg groondwater
monitodn~ and the percolation.test tesult~ The test holes placed near the proposed absorption trench
and alternati absorption trench location re~,'ealed light brbwti silty sand soil types at depths between the '
surface and approximatdy four feet and sandy silt with some day and cobbles to depths of approximately.
sixteen feet below grade. Soils im'estigation in the area of the proposed absorption field revealed no
ground water to a depth 6f approximately seventeen feet belo~ grade. Following the initial investigation,
groondwatet monitoring has not revealed groundwater to depths more than seven feet below the base of
th~ proposed absorption field.
TRENCH DESIGN:
a. Percolation Rate: 8.5 to 38 minutes / inch -
b. Allowable Application Rate: .6galiona/dny/sq:ft,
'c. Iglumbetof Bedroom~i 3
d. Dislgm Flow:. 450 gallon, s'pe~ day.
e. Minim,,m Absorption Area: 750 sq.'ft.
f.' Total Depth~ '~eet (max.)
g. Effective Depth: 6 feet
h. Width: 1-3 feet
i. Reduction Factor. N/A
j. Minimum Length: 62.5 feet long
- 2 - July 2, 2002
SURFACE WATERS: There are no surface waters located on the site or adjacent properties within a
100 feet of the proposed septic systernx
TOPOGRAPHY: The site slopes very slightly downhill from the east to the west as shown on the
attached drawing. The proposed septic tank will be placed down gradient from the house and the new
absorption trench ~4ll be a deep trench type constructed in conformance with Municipal requirements
and parallel to contours and down-gradient from the septic tank. All componems of the septic system
will be constructed a minimum of 100 feet from any well and a minimum of 10 feet from the water
service line to the house. Groundwater was not found during our im'estigafion but natural subsurface
flows within the hillside area generally flows from east to west within the Anchorage bowl drainage basin.
The on-site ~ell will be placed in excess of 100 feet from the septic system.
This installation is not anticipated to have any adverse impacts on adjacent wells and/or septic systems and I
recommend approval of the system as proposed. If you have any questions, please contact me at your earliest
opportunity. My number is 562-6050. Thank you.
Sincerely,
Harry A. Utti, P.E.
Uttl & Associates
Enclosures O)
tIAU
Attached are t~,o drawings that include: the on-site sewer/~ell permit application, the septic system and well
site plan, soils logs and percolation results.
SEPTI6
SYSTEH
33' ~RI~
RI~'~
- ........... 'T'-Tl "' VI/ '~1 'IL :'2~;-" · · :':-'- '"'-
~ .
/ ~~-
SQFT/BF
..', 2..A¢.; ...... ~...?~ ~.z< ~ ~ ~ ~ __
.... o~m "~'"" LanMark S~g P~-~ A SEP~C SY~EM
c~s~r~ ca ~.~ E~ne~ng & S~ ~'~ Inc.
Performed For:.
Legal Description:
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COMMENTS
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water a~d Wastewater Program
4700 South Bregaw St.
P.O. Box 196650 Anchecage, AK 99519-6650
(907) 343-7904
Soils Log - Percolation Test
Slope
Date Performed:
Site Plan
ReadingDate,.,,,,. Gross TimeNet TimeDepth to Water Net Drop
/ ~' -~...~'.~- o
e ,~- ~. ~: ~''' .so -/,~ -/.£
3 ~-~ '?,'"~ ?o -2,6 -/, o
PERCOLATION RATE , 3 L (minule~i,~ch) PERC HO~E DIAMETER
TEST RUN BETWEEN FT AND '~ FT
P ERFO~ED~.' ~.~/'//;' , ¢/.~ ,~ ~/~- c E.',,,,.~^T'~,sTEs'~w,,s
PERFORMED IN AccoRDANCI~ win-! ALL STATE AND MUNICIPAL GUIDEL(NES I1~ EFFECT ON THIS DATE. DATE: ~"' ,~'"'~ ~'-
Performed For:.
Legal Description:
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Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 South Brogaw SL
P.O. Box 196650 Anchorage, AK 995196650
(907) 343-7904
Soils Log - Percolation Test
Slope
Date Performed:
Site Plan
Reading Date Gross Timer Net T~ne Depth to Water Net Drop
4~ ~'-5' ?t ~ ~o -3.7 -~ I
Perfomned For.
Legal Description:
2~
4~
Municipality of Anchorage
Development Services Department
Bulking Safety Division
On-Site Wate~ and Wastewater Program
4700 South Bragaw SL
P.O. Box 196650 Az~cho~age, AK 99519-6650
(907) 343-79O4
Soils Log - Percolation Test
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Township, Range, Section:
Slope Site Plan
L
IF YES. AT WHAT DEPTH? O
Depfll to Water After p
Monitoring? E
Reading Date Gross TimeNet 33me Depth to WaterNet Drop
/ ~//
~,~1
,? V,,',/,
PERCOLATION RATE '~ ~ (~nu~,/,no~) PERC HOLE DIAMETER
,~ / TEST RUN BETWEEN S FT AND
CO~E~S ~'~4' f /,'l ~' I, ~ ? --,= z4.~,, ; . --~ ,(,(~o ,'~ d'//,~,./,¢ .,' / .
.,'q','..,",*.,~ ~ .?-' ?Y ~ //~,,..,.,-,,,~..9.*,,,, '
.... --j· - . /- - .
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDL~II~ES IN EFFECT ON THIS DATE, DATE:
Performed Foc
Legal Desc~ptio~:
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Municipality of Anchorage
Development Se~/ices Department
Building Safety Division
O~-Site Wate~ and Wastewater Program
4700 South Bregaw St
P.O. Box 196650 Anch(xage, AK 99519-6650
(907) 343-7904
Soils Log - Percolation Test
Slope Site Plan
Depth to Wete~ After p
Monitoring? E
Reading Date~ Gross TI~ Net Time Depth to Water Net Drop
I o
PERCOLATION RATE ~ ~ (mnutes/~nch) PERC HOLE DIAMETER
COMMEmS ~ '
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELII~S' IN EFFECT ON THIS DATE. DATE:
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION AND MATERIAL SPECIFICATIONS
LOT 9A, CROSBY SUBDIVISION
GENERAL:
The scope of this project includes the procurement and placement of a new 1,250 gallon septic tank at
the location shown on the Site Plan (attached). The new septic system also includes the construction of
a new 65 feet long x 1-3 feet wide x 6 foot effective depth absorption trench at the location also shown
on the site plan. The distribution line in the trench will be placed at four feet below the existing
ground surface. Total depth ofthe trench will be a minimum of 10 feet below the existing ground
surface. The new absorption trench and septic tank must be placed a minimum of 100 feet from the
well on the lot and wells on adjacent lots. The location of the septic tank shall be a minimum of 10
feet from the proposed house location. The final location does not have to be as shown on the plans
should the owner desire to located the tank in another location acceptable to the engineer. The water
service line from the well must be placed a minimum often feet from any part of the septic system or
sewer line.
Construction shall be in accordance with the approved site plan, design drawings, Municipal permit
and all applicable State and Municipal ofAnchorage Wastewater Disposal and Water Well
Regulations.
The Contractor shall be responsible for obtaining all underground utility locates, verification of all lot
lines, seperation distances between proposed septic system components, water lines, wells and
proposed building foundation locations. Additionally, the contractor shall be responsible for
verification of vertical elevations between sewer line inverts from the proposed house, septic tank and
drainfield distribution piping inverts. Additionally, the contractor shall be responsible for verification
prior to construction of the distribution piping and the base of the absorption field.
4. The contractor shall be responsible for final grading of areas disturbed during construction and grading
of those areas specifically identified on the plans.
Contractors installing wastewater disposal systems must be certified by the Municipal Department of
IIcalth and I Iuman Services for system installations. Owners installing their own systems must receive
prior approval from D.ILII.S. before beginning system installation.
SEPTIC TANK INSTALLATION
1. A new 1,250 gallon septic tank must be procured from an approved source and installed at a location
as shown or approved by the engineer.
2. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include
two 4" cleanouts for pumping access.
3. Soils supporting the septic tank shall be sufficiently compacted to prevent settling or shifting of the
tank.
4. AIl standpipos on the septic tank shall extend a minimum of 12 inches above final grade.
$. Tanks installed without four (4) feet ofcover shall have a minimum ofT' of direct burial insulation
meeting the requirements of Municipality of Anchorage Standard Specifications (MA.S.S.).
6. A footing cleanout shall be installed lwo feet from the building foundation. Two cleanouts are
required between the tank and the drainfield.
7o
Final grading over all components ofthe septic system, including the tank shall be done to assure
surface water drains away from the component. Final surfaces shall slope away from the tank and
other system components as much as practical to assure surface waters do not contribute to the volume
ofsewage that is being treated.
DRAINFIELD CONSTRUCTION:
1. The drainfield shall be constructed to the dimensions shown on the design. The bottom ofthe trench
shall be within 2" of level.
2. Distribution piping must be placed level with perforations down atop a level bed ofdrainfield rock.
3. A silt barrier or geotextile fabric must be placed between the drainfiled rock and the natural soil
backfill.
4. Monitor tubes must be 4" diameter and installed at the locations shown on the design. The portion
below ground must be perforated.
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 South Bragaw St,
P,O, Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
, (907) 343-7904
CERTiFiCATE Of HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 015-27t-62
1. GENERAL INFORMATION
HAA# H/~
Expiration Date:
O OlO8
Complete legal description . Lot 9A, Crosb¥ Subdivislon
Location (site address or directions) _.Can,qe Street near O'Malley Road
Current Property owner(s), RoRer & Shirley Crosb¥
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing Address
Un/ess otherwise requested, HAA will be held by DSD for pickup.
NUMBER OF BEDROOMS: Three {3~
'10950 Can.Re Street Anchoraqe, AK 99516
Day phone 344.0781
Day phone
Day phone
e
TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class __
Public Water System
Well
TYPE OF WASTEWATER DISPOSAL:
[] Individual On-site []
[] Individual Holding tank []
Community On-site
Public Sewer
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given in paragraph 5 by an independent professional civil
engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of
title (except between spouses) for properties served by a single family on-site wastewater disposal and/or water
supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are
valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with
new water sample results less than 30 days old. (Certificates may be reissued for a period of up to one year with
valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water
system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's
work.
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 Health Authority 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 ~jpe 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 disl~osal 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 Enqineerin.q
Address P.O. Box 240773 Anchoraqe. AK 99524
Engineer's Printed Name Michael E. Anderson. P.E.
DSD SIGNAT, URE
,-" ^p roved
Dis,pproYed.
-'~ bedrooms.
Cor ditional approval for
Additional Comments
Phone 522.7773
Date 3/2612003
bedrooms, with the following stipulations:
~,.-...~.. · ..... .
~' WATER AND : m~
- PROGRAM :
Attachments:' HAA Checklist
Septic System Advisory
We Flow Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
Original Certificate Date:
Municipality of nchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage. AK 995196650
www,cl.anchorage.ak.us
(907) 343-?g04
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Dascrlption: Lot 9A. Crosbv Subdivision
A. WELL DATA
Well type Priva~
If A, B, or C provide PWSID #
Parcel ID: 015.271,62
Date completed ~J2002 Sanita~/seal (Y/N)¥
Well Log (Y/N) y
Total dep~,.~$0 ft.
Cased to 260 fi.
Wires properly protected (Y/N) y
FROM WELL LOG
Casing height (above ground) >24 in.
Date of last ,,, 8/22/2002
Static water level 149 fl.
AT INSPECTION
Well production 11
WATER SAMPLE RESULTS:
Coliform ~,. colonlas/lO0 mi.
Date of sample: 3~4/2002.
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Seotlc/St(lel
Tank size 1.250 gal.
Foundation cleanout (Y/N) Y
Date of pumping ,,
C. ABSORPTION FIELD DATA
Date Installed ~[1~2002
Length
Total depth .~2.5 fl.
Date of adequacy test
g.p.m.
Collected by: l~ Har~la
g.p.m.
Other bacteria Q colonlasll00 mi.
Number of Compartments ]
Depression over tank (Y/N) FI
Pumper New Construction
Soil rating (g.p.d.flt= or ~/bdrm) .6 OPD/SF
ft. Wldth ~ fi.
Eft. absorption area 1,120 ~ Monitoring tube Y
Results (Pass/Fall)
Fluid depth in absorption field before test in. Water added
Elapsed Tlme: min. Final fluid depth in.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) ~t
Date Installed I~/20Q2
Cleanouts (Y/N) y
High water alarm (Y/N) I~
System type OHoTren;h
Gravel below pipe I~.
Depression over field 14
For
gal.
Absorption rate >=
New depth
If yes, give date
bedrooms
in.
g.p.d.
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
SEPARATION DISTANCES FROM 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 NIA Public sewer manhole/cleanout NIA
Sewer/septic service line >25' Holding tank N/A
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
Building foundation >5' Property line >.~ Absorption fietd >5'
Water main NIA Water service line 710' Surface water >100'
Wells on adjacent lots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line >10' Building foundation >10' Water main >10'
Water Service Dine. >10' Surface water >100' _. Driveway, parkingNehicJe storage >2~.
Curtain drain None Noted. Wells on adjacent lots >100'
F. COMMENTS
I certify that l have determined through field inspections and
revfew of Municipal records that the above systems are in
Engineer's Printed Name Michael E. Anderson, P.E.
Date 3/26/2002
HAA Fee $.
Waiver Fee $
Date of Payment ~ -' Z.C ~ O J' Date of Payment
Receipt Number ~'Z.~) 4~"~,/ ~'0~ Receipt Number
(Rev. 12/00)
03-28-03 09:20
FRO~FCT&E ENVIRONI,ENTAL SR¥ 9075615301 T-101 P.01/01 F-584
NORTHERN TESTING LABORATORIES, INC.
INDUSTRIAL AVENUE FAIEI~ANI:S, ALAClCA I~rTQ1 {~07) ~16 · ~ ~6
rau~ a~3 PRU~HOE ~AY. A~KA ~7~4 (SO7] ~.21~ · f~ ~0-~148
SG$ ~v~ne~tal 8e~'tces,
200 W. Potter Dtivc
~N~ige, AIC 99~18
Atto: Rhouda
P~o~c: (907) ~62-2343
Fax: (907)
Lecati~:
CCIC #:
A3O60SI~
Water
~ Date:
Da= Arttved: 0.3/27/(}3
Date Sea, led: 03~4/03
Time Samplecl: 13:0S
CoiZc~t~ By:
MR.L ' l~*tb~t l~"pott~ L~t
MCI. - lVlaxiram~ Ca~t.,~_;,~.~t Level
Parameter
SM 4500 NO3B
Nitratc-N
R. ult
0.10
10
Rep Prep Au~yll~
Method Date Da~
03/2'//03
Bepurted By: Wendy Mt~heiI
Anchorage Laborjtory Manager
LOT 9A HAS
N 89'54'41' W 299.47'~
~. ~ . ... . ,.. ~ . .~ ..,
~ ~1 ~'~ ' · ~ ' ':~
,
C~APHIC SCALE: I Inch ~ ~0 Feet
FOR: AMS~ HERITAGE HOMES Date Scale Legal Description
3-13-03 1" = 50' ~t 9A [Block
E~tlnteri~t · Sunlit, Ina. 2634 2300257 CROSBY
oaao Vanguard Drive, guite ~03 SUBDIVISION
Anchorage. Alaska 99507 Drawn by Field Book
(~07) a6Z-e0~0 K.H. 197
I hereby certify that the property described hereon has been surveyed
by me, or at my direction, and that the improvemen~ situated ~ereon
are within ~e property lines and do not overlap or eneroach on the
property lying adjacent thereto unless otherwise shown. That Ilo
improvemen~ on the property lying adjacent thereto encroach on the
premises in question and ~at there are no roadways, transmission
lines or other easemen~ on said property except as ~hown.
It Is the responsiblli~ of the owner or builder, prior to construction,
to verify proposed building grade relative to finish grade and utility
connections and to determine the existence of any easement, covenant,
or res~ictions which do not appear on the recorded subdivision plat.'
~ Igsted distances prevail over scaling. ~i ~A ....... ~V~ j
Reproduction ma3' (:au~c distortion.