HomeMy WebLinkAboutMCMAHON BLK 2 LT 20
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��'�". "!eL A.�C2. �i4 JL=�� 7'.�:�:� �yv:'�i:.fi..�.•.i' ��i
Well Drilling Permit `itimbe.r:
Parcel Idc"tific:ttion Number: C7 /7 2
Legal Description
Date of issue.
Property Owner Name & Address:
S 1 -v--o rV-0
Puml? Installation 1Ctate:
Purnp Intake ]depth Below Top of Well C4.,sono: jS�feet
Pump Manu racturer's :lane: A Y
Pump Model: d v I
Pump Sire fop
Fitless Adapter Burial .D elitL: j feet
Pitless Adapter h4anjtfacturer'5,Natne:
Pi#less Aidupter [nstaller: �� A
`►'Veil Disinfected Upolr ►. ompletiou? [RYes ❑ No
Method of Disinfecrir,a:
Comstients:
PUMP lustaller Pante:
Attention. The. puirQ i
shall provide s run:F installation iog ti, the. DSD ��ithin 3ojays ai purr,» insiwilation.
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Pump Installation Log
Well Drilling Permit `itimbe.r:
Parcel Idc"tific:ttion Number: C7 /7 2
Legal Description
Date of issue.
Property Owner Name & Address:
S 1 -v--o rV-0
Puml? Installation 1Ctate:
Purnp Intake ]depth Below Top of Well C4.,sono: jS�feet
Pump Manu racturer's :lane: A Y
Pump Model: d v I
Pump Sire fop
Fitless Adapter Burial .D elitL: j feet
Pitless Adapter h4anjtfacturer'5,Natne:
Pi#less Aidupter [nstaller: �� A
`►'Veil Disinfected Upolr ►. ompletiou? [RYes ❑ No
Method of Disinfecrir,a:
Comstients:
PUMP lustaller Pante:
Attention. The. puirQ i
shall provide s run:F installation iog ti, the. DSD ��ithin 3ojays ai purr,» insiwilation.
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
DISTANCE ^
FROM WELL,~]/'''g~:2
INSIDE LENGTH
INSIDE WIDTH ~ LIQUID DEPTH ~ LIQUID CAPACITY. / ~z~ GALLONS.
SEEPAGE PIT:
NUMBEROFPITS /. DIAMETER OR WIDTH__ LENGTH.~,/DEPTH /~ )~-
LINING MATERIAL . CRIB SIZE: DIAMETER__.DEPTH DISTANCE FROM: WELL
//z~ fTC. TOTAL EFFECTIVE
BUILDING FOUNDATION NEAREST LOT LINE ABSORPTION AREA (WALL AREA)
SQ. FT.
ADDITIONAL ABSORPTION
WELL:
CONSTRUCTION
BUILDING NEAREST NEAREST
FOUNDATION __ LOT LINE SEWER LINE
CESSPOOL OTHER SOURCES
APPROVED . DISAPPROVED REMARKS
DEPTH DISTANCE FROM:
SEPTIC SEEPAGE
TANK .__ SYSTEM
INSTALLED BY: ~'~)~'B ~_.
REMARKS:
DIAGRAM OF SYSTEM
PERMIT NO.
r-llJ~ I E: I ~'RL I T'T' OF F~Nw3HO~:i::IGE
DEPARTMENT OF' HEALTH AND ENVIRONMENTAL PROTECTION
2510 E. TUDOR RD., ANCHORRG6 AK. 9950?
276-222i
~4ELL ~
76i51 >
OF~--$ I TE SEI.-JEF.' PERr'I I T
APPLICANT
LOCATION
LEGAL
CHARLES P MILEWS.K~
FURROW CREEl( RD
L20 B2 MCMAHON SUBD
i601 "F" ST
LOT SIZE
272-8076
29500 SQUARE FEET
TYPE OF SOIL 8BSORBTION S~'STEM IS: TRENCH
MR;-':: I MUM NUMBER OF BEDROOMS
SOIL RATING
THE REQUIRED SIZE OF THE SOIL ABSORPTION S~STEM IS:
[:,EF' T'H= i2 LEI'-.IGTH= _"Z--8 (]iR R'-.-' E L [:., F P TII I~:~ 5
THE LENGTH DIMENSION IS THE LENGTH <IN FEET> OF THE TRENCH OR DRRINFIELD.
THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET>.
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFRLL PIPE
AND THE BOTTOM OF THE EXCAVATION (IN FEET>.
~:Ew2U I RED SEPT I C: TRNI< S I ZE= iO00 GRLLr]F~'i;
BACKFILLING OF AN~ SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL B~ THI:q
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN 8 NELL AND ANY ON-SITE SEWAGE DISPOSAL S~STEM IS
i00 FEET FOR A PRIVATE NELL OR 200 FEET FOR 8 PUBLIC WELL.
NELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS
OF 'THE NELL COMPLETION.
SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER
INSTALLATION.
FOR O[~E 'T"ERR FROt~ I SSLIE
I CERTIFY THAT
i: IRM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET
FORTH BY THE MUNICIPALIT~ OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
~: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THAN ~ BEDROOMS,
APPLICANT CHARLES P MILENSKI
· ~ DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
2510 E. TUDOR RD., ANCHORAGE, AK. 9950?
2"76-2221
~dEL~ 8~gC, 0~4--S I TF SF~dER PERP1 I T
PERMIT NO. ( 7~1~ )
APPLICANT
LOCATION
LEGAL
U_ RLES ILEWSK
FURROW CREEK RD
L20 B2 MCMRHON SUBD
iGOl "F" ST
LOT SIZE
272-8076
~9500 SQUARE FEET
TYF'E OF SOIL ABSORBTION SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS
SOIL RR'FING (S~! FT/BR>= t58
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
L',- EPTH= :1L0 LENGTH= 57 GRAVEl
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE
THE DEPTH OF A TRENCH OR PIT IS THE DI ICE
GROUND AND THE BOTTOM OF THE EXCAVATI~
THERE IS NO SET WIDTH FOR :HES.
THE GRAVEL DEPTH IS THE
AND THE BOTTOM OF THE
DRAINFIELD.
OF THE
TFRLL PIPE
REL-~IIj I RFD SF, PTI C T,'~,I
I .'ZF: ~.000 i]AL LOi'-i$
BRCKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
i00 FEET FOR 8 PRIVATE WELL OR 200 FEET FOR A PUBLIC WELL.
WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN ~0 DRYS
OF THE WELL COMPLETION.
SPECIFICATIONS AND CONSTRUCTION DIAGRAMS RRE AVAILABLE TO INSURE PROPER
INSTALLATION.
F'EI~;r-I I T VAI,, ,, I D FOR ONE YEAR FROM ! SSUE
I CERTIFY THAT
l: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET
FORTH BY THE MUNICIPRLITY OF RNCHORRGE.
2: I WILL INSTALL THE SYSTEM IN RCCORDRNCE WITH THE CODES.
~: I UNDERSTAND THAT THE ON-SITE SEWER S~STEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THAN ~ BEDROOMS.
C~ ~ ~ ~r~ ~.'t V ,
s i G.ED:_ ....
RPPLICRNT CHARLES MILEWSKI
PERMIT NO.
MLI[-t I C: I.~RL I T~' OF ' FtNCF'-'!R
DEPARTMENT ~'HERLTH AND ENVIRONMENTAL 'OTECTION
2510 E. /UDOR RD., ANCHORAGE, AK.
276-222i
&-JELL AF~D ON--SITE 5E~4EF: F'E~:f-1 IT
APPLICANT
LOCATION
LEGAL
CHARLES MILEWSKI
FURROW CREEK RD
L20 B2 MCMAHON SUBD
T SIZE
272-8076
29500 SQUARE FEET
TYPE OF SOIL ABSORBTION SYSTEM IS: TRENCH
HRXIMLIM NUMBER OF BEDROOMS = 4
SOIL (SQ FT/BR)= i50
THE REQUIRED =,I,.E OF THE SOIL ABSORPTION --,Y~ IS:
~--'EF'TH= '10 LENGTH= \ RVEL DEPTH=
'THE LENGTH DIMENSION IS THE LENG; OF THE TRENCH OR DRAINFIELD.
THE DEPTH OF R TRENCH OR PIT IS ;TANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE EXCAY~ (IN FEET>.
THERE IS NO SET WIDTH FOR
THE GRAVEL DEPTH IS THE MINIMUM 'H OF GRAVEL BETWEEN THE OUTFRLL PIPE
AND THE BOTTOM OF THE EXCAYATI IN FEET>.
RE~__U I F~ED SEF'T I C
$ I ZE: 1250 GALLF~N --S
BACKFILLING OF ANY SYSTEM NIl
DEPARTMENT WILL BE SUBJECT
FINRL INSPECTION AND APPROVAL BY THIS
;UTION.
MINIMUM DISTANCE BETWEEN A
i00 FEET FOR A PRIVATE
NELL LOGS ARE REQUIRED
OF THE WELL COMPLETION.
SPECIFICATIONS
INSTALLATION.
AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
FEET FOR R PUBLIC WELL.
BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS
DIAGRAMS ARE AVAILABLE TO INSURE PROPER
F'ERM I T ~! O1'-,1~ '-r'F, ,qR FROH;~ ISSUE
I CERTIFY THAT
i: I AM FRMIL WITH :NTS FOR ON-SITE SEWERS 8ND WELLS AS SET
FORTH BY THE ICIPALI' ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODE~i!
~; I UNDERSTAND iTHAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THAN 4 BEDROOMS.
SIGNED: ...... ~
APPLICANT~, CHARLES MILEWSKI
ISSUED BY. ._DATE .....
CONSULTANTS, INC.
249 EAST 51ST AVENUE P,O, BOX 6087 ' ANCHORAGE, ALASXA 99503 * ']'FLE[PHONE 907-279-0483
ANCHORAGE
FAIRBANKS
JUNEAU
TELEX 090-35419
May 6, 1976
R&MNo.
656221
Mr. Charles Milewski
1601 F Street
Anchorage, Alaska
RE: Test Hole and Soil Log Report of Sanitary System
Lot 20 Block 2 McMahon Subdivision
Dear Mr. Milewski:
We are submitting herewith the test boring results and our comments
regarding soil conditions encountered at the subject site. This
investigation was performed in accordance with your request of
May 6, 1976 nad those procedures outlined in a letter dated July 15,
1976, by Mr. Rolf St~ickland of the Municipality of Anchorage,
Department of Environmental Quality.
A single-test hole was put down within the Lot 20 area for the purpose
of defining general subsurface soil conditions for the proposed sanitary
system. Excavation was accomplished with a tractor-mounted bachoe and
t~e test hole was extended to a total depth oral6.0 feet below ground
surface. The final log prepared for the test hole has been included
in Drawing A-01.
Ground water was not encountered in the test hole.
We appreciate being given this opportunity to he of service to you.
Should you have any questions with regard to the above, please do not
hesitate to contact us.
Very truly yours,
R & M CONSULTANTS, INC.
JWR/WED/pe
xc: Municipality of Anchorage
MuNiCiPALiTY Oi: ANCHOP, A.GE
D~.PT. OF H£At~H &
ENVIP, ONMf-NTAL pRoTECtION,
RF.c iV F-D
TH 1
· ~ SILT, TRACE SAND (ML)
~ 1 ~. '.'.~
i .2 ," GRAVELLY SAND
"'/'"' TRACE SILT (SW)
No Scale
~ SILT, TRACE SAND {M~) 16.0 T.D.
No Water Table
DWN: VRZ ~ V F.B.
~ M Log of Test Hole SRID:'
CKD: WED
0A~: 5-25-7~ ~ ·Charles Milewski ~ROJ. NO. 656221
Alaska
SCALE: 1"=3' ~
DWG, NO.
A-O1
249 EAST SIST AVENUE
CONSULTANTS, INC.
P,O, BOX 6087 ANCHORAGE, ALASKA 99503 · TELEPHONE 907-279-0483
ANCHORAGE
FAIRBANKS
JUNEAU
TELEX 090-35419
April 22, 1976
R & M No. 656221
Mr. Charles Milewski
1601 F Street
Anchorage, Alaska
Re: Test Hole and S0il Log Report for Sanitary System
Lot 20 Block 2 McMahon Subdivision :
Dear Mr. Milewski:
We are submitting herewith t~e test boring and percolation results
along with the commen~s regarding soil conditions encountered at the
subject site. This investigation was performed in accordance with
your request of April 22, 1976 and those procedures outlined in a
letter dated July 15, 1975, by Mr. Rolf Strickland of the Municipality
of Anchorage, Department of Environmental Quality.
A single test hole was put down within the Lot 20 area for the purpose
of defining general subsurface soil conditions for the proposed sanitary
system. Excavation was accomplished with an auger type drilling rig
and the test hole was extended to a total depth of 20.0 feet below
ground surface. The final log prepared for the test hole has been in-
cluded in Drawing A-01.
Ground water was not encountered in the test hole.
We appreciate being given this opportunity of be of service to you.
Should you have any questions with regard to the above, please do not
hesitate to contact us.
Very t~uty yours,
~~R & M CONUSLTANTS, INC.
James W. Rooney~~
Vice President
JWR/pe
xc: Municipality of Anchorage
T.H.1
4-22-76
ORGANIC MATERIAL (Peat)
1.5'
H UFFbL~N ROAD
no scale
SILTY SANDY GRAVEL
Occasional Cobble (G:,~)
/
SAND, TRACE SILT ./~ ~
Tan (SP) ~ b
9.0'
SAND, SOME SILT
TRACE GRAVEL (SM)
No Water Table
20.0' ToD.
Log represents
location of test hole
Lot 20 Block 2
McMahon Subdivision
V/~2L ~ ~ Charles Milewski ProDertv
CKD: WED ~ M Log of Test Hole '~ - GRID:
DATE:4-22-76 ~ ~ A Anchorage, Alaska PROJ. NO. 656221
SCALE: 1"=3' ~I&M I::ONSULT.AN?~J, ~ N ~- DWG. NO. A-01
PERCOLATION TEST
Charles 5~lewski
R & M No. 656221
TIME
1:00
1:0I
1:02
1:03
1:04
1:05
1:10
1:15
1:20
1:25
1:30
1:35
1:40
1:45
1:50
1:55
2:00
ELAPSED
TIME
0
1
1
1
1
1
5
5
5
5
5
5
5
5
5
5
5
60 ~nutes
DROP
INCHES
0
1
1/2
1/2
1
1
2
3
I 1/2
i 1/2
2
1 1/2
i 1/2
I 1/2
2
2
2
24 1/2 inches
Total Drop
:~.f LOG OF TEST BORING
Date Begun /~}~;':'i~~. (,/~ RS~M Hole No.
CONSULTANTS Sheet of ' '
Date Completed INC. Total Depth
Rig No. ANCHCRAG E FAIRBANKS ~ JU~AU
Project No.. ALASKA
Project Nome Ground Wot~r Teb[e
-'~.,~ ~ '~ ~ Time
Field Party Geologist ' ~' , .....
Date
Weather
Sampling DESCRIPTION Location Notes ~ Diagram=
Soil type, color, texture,
~ ; estimated p~rticlesize,
~~ ~ J~, ~ ~ sampler driving notes,
d ~ ~ ~ c ~ o depths circulation lost, Traffic. Ditch.
~ ~ ~ c~ ¢ ~ ~ o e ~ notes on drilling eose, J
u - m 'G -~ ~ Vege'~ation:
0
o ..
4
0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
J
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
DIVISION OF ENVIRONMENTAL SERVICES
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL
OF ON-SiTE SEWER AND WATER FACILITY
264-4744
Application Date
GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL)
(a) Legal Description (include lot, block, subdivision, section, township, range)
~NAHo~ ~--~. L.o~r .~ ~, ~c~ ~
Location (address or directions)
(b)
Property Owner ~'~t~¢L~S~qiL~J%~'~f/--'l Telephone: Home ~'5~7 Business
Mailing Address ~i'~ ~-~ ,Z~C~r~'
(c) Lending Institution
Mailing Address
(d) Real Estate Company and Agent
Address
Telephone
Telephone
(e)
Mail the HAA to the followina address: or; Check here/~ if hold for pick up.
List contact person and day phone number below.
- 7
TYPE OF RESIDENCE
Single-Family'~
Number of Bedrooms
WATER SUPPLY ~
Individual Well~ Community [] Public
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
SEWAGE DISPOSAL
Onsite~ Public [] Community I-I Holding Tank []
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
Page I of 2 72-025 fRev 8/86~ Front
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MUNICIPALITY OF ANCHORAGE
F. NVIRONMENTAL SERVICES DIVISION
MAR 2 ? 1987
RECEIVED
WELL DATA
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
264-4744
Legal Description:
Well Classification
Well Log Present (Y/N)
Total Depth 17
Static Water Level
Casing Height Above Ground
Electrical Wiring in Conduit (Y/N)
Separation Distances from Well:
To Septic/Holding Tank on Lot -'t"/tO0
To Nearest Edge of Absorption Field on Lot '~14z-/~
To Nearest Public Sewer Line ,Jr~'
if A, B, C, D.E.C. Approved (Y/N) I.d~.~J.. ~o~-= 900
~'¢-~ Date Completed '"7/~/.,¢-~, Yield 'ri4c~'T(~T ~ _?o~l~Ph',
+~o' WSuAI-~-"/~
Cased to ~/'~.~-IF-i~'~ Depth of Grouting
~'~¢ Pump Set At U~
1~'//-/- Sanitary Seal on Casing (Y/N) V~'~
""/~"~ Depression Around Wellhead (Y/N) NO
; On Adjoining Lots
; On Adjoining Lots
To Nearest Public Sewer
+tOO
Cleanout/Manhole Jr [OO To Nearest Sewer Service Line on Lot
Water Sample Collected by ¢~L .~5,/~tJ/dP~¢.~ ; Date ~/'~(~/~'~ ~'~
Water Sample Test Results ~'~/~.-~/~O¢.~(" ~
Comments ~L¢--.~.~' ¢~'T~CJ.J~-I'~ !jJ~¢..~.~ I ~L)~;~'~"r-~-~T ~'/~ ~/~
SEPTIC/HOLDING TANK DATA
Standpipes (Y/N) V
Depression over Tank (Y/N)
Pumping/Maintenance Contract on File (Y/N)
Holding Tank High-Water Alarm (Y/N)
Separation Distances from Septic/Holding Tank:
To Water-Supply Well '~l
To Property Line
To Water Main/Service Line
Course .Jr { ~(..~
Size /OO~
Air-tight Caps (Y/N)
NO
No. of Compartments
"~:~ Foundation Cleanout (Y/N)
Date Last Pumped [0
; for
Temporary Holding Tank Permit (Y/N)
To Building Foundation
To Disposal Field (~/
To Stream, Pond, Lake, or Major Drainage
Page 1 of 2
72-026 fRev 8/86~ Fron!
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed
Width of Field
Square Feet of Absorption Area
Depression over Field (Y/N)
Results of Last Adequacy Test
Separation Distance from Absorption Field:
To Water-Supply Well '~' (O0 /
To Building Foundation "~-~(
Lot -k lO
Type of System Design
Length of Field ~-~'/
Depth of Field
Gravel Bed Thickness
Standpipes Present (Y/N)
Date of Last Adequacy Test
To Property Line
To Existing or Abandoned System on
~lO
; On Adjoining Lots
To Water Main/Service Line -I- ¢~';'~ / To Cutbank (if present)
To Stream/Pond/Lake/or Major Drainage Course -~0 !
To Driveway, Parking Area, or Vehicle Storage Area
Comments
LIFT STATION ["-i/.//~
Date Installed
Size in Gallons
"Pump On" Level at
High Water Alarm Level at ~,,
/
Tested for
Electrical Codes (Y/N)
,,. /
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles during Adequacy Test. Meets MOA
Comments
** Check Permitted Bedroom Rating Against HAA Request **
I certify that H~ave checked, verified, or conformed to all MOA an~ HAA guidelines in effect on
Signed ~._).~1~ .~.A ~ Date
Receipt No. ~-
Date of Payment ~ --~ % E ¢
Amount: $ / ~2 ¢
the date of this inspection.
Page 2 of 2
72-026 fRev 8/861 Back
P.O. BOX 112688
"~ ~ ~¢~,~e4 CLEANING SERVICE
PHONE 345-2513 ANCHORAGE, ALASKA 99511-2688
Job Address
OATEy I ,'i T;ALESMAN ~, t; I TE:MS-30DA~Y~/'~
/"'-~,,: ~'. ! ~, ~ '"
' '"' ' I ; .... : ":-~'"'
ROTOR ROOTER SERVICE CALL HRS.
STEAM THAWING HRS.
TRIP CHARGE HRS.
OVERTIME CHARGE HRS.
ADDITIONAL LABOR CHARGE HRS. (~.
PUMPING SERVICE (GAL) HRS
H'RS
HYDRO-JET SERVICE
MATERIALS
PLEASE PAY FROM THIS INVOIC~/ '~'
CUSTOMER ORDER #
TOTAL "~ ' '~ '/
TOTAL FOOTAGE CLEANED OR THAWED· BLADES USED
PROBABLE CAUSE OF STOPPAGE
,..~' / ~ / ~.-~..~ , , ~, .:,) . J , , .
,, ,, .... ..- ....,_%.. /--:? /~- ..:-
LINE CLEANED
[] JOB NOT GUARANTEED FOR FOLLOWING REAS. ON
WORK ACCEPTED BY,. 1
Location:
BESSF., EPPS & POTTS
2220 EAST 88 AV~JE
ANCHORAGE, AK 99507
(9O7) 349 ~45~
Subdivision:
Block:
Client's Name:
Address:
Tester:
Initial Reading o~ Meter:
Production Rate: ~.~J GPM' 24-Hour Capacity~0 Galloes