HomeMy WebLinkAboutLAKE RIDGE TERRACE BLK 2 LT 9Lake Ridge
Terrace
Block 2
Lot 9
#051-315-18
Municipality of Anchorage · ,, "'"
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program, 4700 S, Bmgaw SL
P.O. Box 196650 Anchorage, AK 99519-6650 Page
www. cl.anchorage.ak, us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM ANDIOR WELL INSPECTION REPORT
Permit Number: ,OreO/(~ ~ ~'~7 PID Number.
"~'~,/~f~'t d /t4]'~-~/"3/ ~l~]f~.~ WastewaterSystem: DNew ,l~Upgrade
LEGAL DESCRIPTION C) -- ~)
Well: ~ New ~ Upg '
SEPARATION DISTANCES ~Septic ~ Holding ~ S.T.E.P. B Othec
Tank F~ld Station Tank S~e
s.=w.,. ~' t~ ~A /A XV/ LIFTSTA*ION
Engineers Stamp
DevelopmentSe~ices Depa~mentAppr0vaf J
AS BUILT PLAN
PERMIT NO. SW010297
~ ~~ Existing seepage Pit~
FKOM TO DIST.
A COl 64.8
B C01 30.0
JAMES SIZEMORE & ASSOCIATES
CIVIL ENGINEERS & SURVEYORS
AS BUILT DETAILS
PERMIT NO. SW010297
· _ /-77, ~' , ~ V~I
~ouSP- F:o,~qd~bO j ~R i~9,~ ~50~
¢6,5 . I ~. T., %~ '
. ~,~
~,~ ""' 2 ~P J~ES SIZEMORE & ASSOCIATES
· (~s,~ CIVIL ENGINEERS & SUR~YORS
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Aug 03, 2001
Expiration Date: Aug 03, 2002
Permit Number: SW010297
Legal Description: LAKE RIDGE TERRACE BLK 2 LT 9,
Design Engineer: 0027 James Sizemore & Associates
Owner Name: Mr. & Mrs. Earl Ellis
Owner Address: 15133 W LAKE RIDGE DRIVE
EAGLE RIVER, AK 99577-9239
Parcel ID: 051-315-18
Site Address: 015133 LAKE RIDGE DR W
Lot Size: 31044 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
[] Disposal Field [] SepticTank [] Holding Tank [] Privy
[] Private Well [] Water Storage
Ail construction must be tn 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 least 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.
Municipality of Anchorage
Development Services Department
Bu[Iding 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
ON-SITE SEWEPJWELL PERMIT APP.LICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D.
Permit Number SW O/0
Propertyowner(s) t~ r~, ~ l~[ r3 ~, ,ffz.;~,f / -lf Dayphone
Mailing address (1) / ~"/C-->"~'> ~) L~Y~ ~'1'~,.~~- ]~' ~"" ~'
Zip Code
Mailing address (2)
Legal description (Lot, Block & Sub'&) /.-- c:~ .~/. ~.- ~:~. r'='~' ~!/~;~:)~ '7"~---~.}~'')~3(:~ 5C/~,
Legal description (Section, Township & Range)
LotSize ,"~/O/"J~ Acres/~"')~ Number of Bedrooms '~
THIS APPLICATION IS FOR:
Sewer Only
Sewer and Well
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub
Swimming Pool
Therapy Pool
[] Well Only []
[] Water Storage []
[] Jacuzzi []
[] Water Softening Unit []
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
(S~r~ature of property owner o,//authorized age )
Permit Fees: ..~_~:~). OC~
Date of Payment: ~7/'~"~/~/
Receipt Number: ~
(Rev. 12/00)
Waiver Fees:
Date of Payment:
Receipt Number:
PROBABLE IMPACTS TO ADJACENT PROPERTIES
A) WELLS
The proposed wastewater disposal system is designed in accordance with current
Municipal Wastewater Disposal Regulations. The proposed 5' x 62.5 Absorption Trench
is greater than 100 fL from wells on this and surrounding lots. Therefore, there should be
no adverse impacts on wells from this system. The construction of absorption system
will not preclude construction of systems on adjoining lots.
B) WASTEWATER SYSTEMS
The system is designed in accordance with current Municipal Regulations, and
construction will comply with current regulations. There should be no adverse impact of
adjacent disposal systems.
C) RESERVED SPACE/SURFACE AND SUBSURFACE
There is adequate space on the lot for a replacement disposal system, and still maintain
the protective radiuses around wells. The placement of the septic system on this lot
should not preclude building replacement systems on adjacent lots.
D) DRAINAGE
The topography on this lot and the surrounding lots is sloping varying from level to25 %.
The area disturbed during construction of the system will be graded to prevent ponding of
water. Construction ofthis system should not adversely affect drainage.
/ .~ ~1 / ~ ~ ~'' weii
I _~/ .~1/ ~ \
wen ~w~ ~ ~ 7~ (ae.ove;
~_/ ~f ~ ~, New Bull Run Div~ter Valve
New Abso~io~enoh~.~%% . Existing seepage
62.5' x 10' (6' Elf.; '~ /
PROPOSED SEPTIC UPG~E
SITE P~
J~ES SIZEMORE & ASSOCIATES
CIVIL ENGINEERS & SUR~YORS
TEL. 907-345-1572 F~-345-9669
PERFORMED FOR:
SLOPE
3
4
5
6
7
8
9-
10-
11-
12
13
14
15
Municipality of Anchorage
DEPA.R.T..MENT OF HEALTH & HUMAN SERVICES ~.'_._~e~ /
825 L Street, Anchorage, Al ask ag g S02-06§0 ~]~~ /
DATEFE.FORM
:ORMT~~
17-
18-
19-
20-
SITE PLAN
JLA
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Depth to W~te~ AflF,,[ ~ -
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE ~ ~'~ [mmute~inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ' '~7' FTAND '7{5 FT
COMMENTS
£ t ..'"t ~ ~, CERTIFY THAT TH S TEST WAS PERFORMED IN
ACCORDANCEWI?HAL'STATEANDMUNICIPALGUIDEM~T;N(~D~E' DATE: 7~ ~ ~ !
72~ (R~. 4/~}
WASTEWATER DISPOSAL SYSTEM
LOT 9, BL. 2, LAKE RIDGE TERRACE SUBDIVISION
1.0 GENERAL
1.1 This project will involve the following: A) Removal of the existing 1250
gallon Septic Tank B) Installing a new 1250 gallon septic tank C) Installing a
new 4" diameter line between the septic tank and the existing drainage pit. D)
Placing a Bull Run Diverter valve in this line. E) A line will run from this
valve to the new absorption trench. F) Constructing a deep trench absorption
field, 62.5 feet long, by 10 ft. deep, with an effective depth of 6 ft.
1.2 Construction shall be in accordance with: the approved site plan and design
drawings and specifications, Municipality of Anchorage permit with any
special provisions or conditions. Deviations from the approved design
drawings shall be coordinated and approved by the engineer conducting the
inspections.
1.3 All construction procedures and material used to construct the system shall
comply with Municipal and State Regulations.
1.4 The homeowner shall be responsible for finish grading and seeding disturbed
areas after the system is constructed and soil is compacted and mounded over
the absorption trench and the Septic Tank.
2.0 SEPTIC TANK
2.1 The 1250 gallon septic tank shall have two compartments and shall comply
with Municipality of Anchorage requirements. The tank shall include two 4"
diameter cleanouts for pumping access.
2.2 The septic tank shall be set level and shall be bedded as necessary to prevent
settling or shifting of the tank.
2.3 All pipe connections to the septic tank shall be made with waterproof
mechanical couplings. A cleanout shall be installed upstream ofthe tank
within 5 ft. ofthe house foundation. A double cleanout shall be installed
downstream, within 10 feet ofthe septic tank. The first cleanout shall clean
toward the drainfield, and the second shall clean toward the septic tank.
3.0 SUBSURFACE DISPOSAL FIELD
3.1 The subsurface disposal field shall consist cfa deep trench, 62.5 feet long,
one backhoe bucket width wide, by 10 feet deep, with 6.0 feet of sewer rock
beneath the perforated pipe (the effective depth of the trench).
3.2 A total of 6.5 ft. of sewer rock shall be placed after trench excavation. Six
feet of rock shall be beneath the drain pipe in the trench. A minimum of 2
inches of sewer rock shall be placed over the perforated pipe.
3.3 Sewer rock shall be 0.5 - 2.5" screened gravel with less than 3 % passing the
#200 sieve.
3.4 Cleanout pipes and monitor tubes shall be 4" diameter and installed as shown
on the plan. The portion ofthe monitor tube extending through the sewer
rock shall b perforated. All monitor tubes and cleanout pipes shall have
waterproof caps conforming to Municipality ofanchorage Specifications.
3.5 Filter fabric shall be placed over the sewer rock, and a minimum of 3 foot of
backfill shall cover the rock.
4.0 ENGINEERING INSPECTIONS
4.1 A minimum of four engineering inspections will be required during
construction ofthe system. One after the septic tank is set prior to backfill,
one after excavation of the trench prior to placement of sewer rock, one after
placement of sewer rock and all distribution piping, cleanouts and monitoring
tubes are in place. The final inspection shall be after the filter fabric is placed
, the trench backfilled and the final grading is complete.
4.2 The contractor shall coordinate with the engineer at least 24 hours prior to
start of construction.
GRE/ ~:R ANCHORAGE AREA EOF'
Q Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
PHONE
SEPTIC TANK:
D~STANCE I qO
FROM WELL
INSIDE LENGTH
INSIDE WIDTH
LIQUID DEPTH
NUMBER OF
COMPARTMENTS
LIQUID CAPACITY. /~0~ GALLONS.
SEEPAGE PIT:
NUMBER OF PITS / DIAMETER ~0' OR WIDTH LENGTH DEPTH
LINING MATERIAL (-'g~ CRIB SIZE: DIAMETER /'/ DEPTH DISTANCE FROM:
BUILDING FOUNDATION ~ ! NEAREST LOT LINE ~'¢"/'! TOTAL EFFECTIVE
ABSORPTION AREA (WALL AREA}
SQ. FT.
ADDITIONAL ABSORPTION
WELL:
BU,LD,NG 70
FOUNDATION
CESSPOOL
APPROVED
CONSTRUCTION
( NEAREST f
LOT LINE
OTHER SOURCES
DISAPPROVED
NEAREST
SEWER L,NE
DISTANCE FROM:
SEPTIC /¢0! SEEPAGE
TANK SYSTEM
REMARKS
DISTANCES:
INSTALLED BY:
PIPE MATERIAL:
LOT SLOPE:
REMARKS:
DIAGRAM OF SYSTEM
LAKE
DATE ~'~'¢4r'¢//¢?'2 APPROVED>
/,/G.A.A.B.
GRE,-..rER ANCHORAGE AREA BO[--.:OUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
3500 TUDOR ROAD POUCH 6-650
SEWAGE DISPOSAL SYSTEM m APPLICATION AND PERMIT
PERMIT NO. - ....
INSTALLATION OF: SEPTIC TANK ~ SEEPAGE PIT ~/~ , DRAIN FIELD , OTHER
COMPLETION DATE ANTICIPATED
NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
FINAL INSPECTION:
HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION.
24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL IN.flPECTION BY 'rile
· SEEPAGE PIT ~{¢~/'
· DRAIN FIELD
MINIMUM DISTANCES, REQUIREMEN'T~
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT ~--~
SEPTic TANK To SEEPAGE P,'r WALL- / ~/
SEPTIC TANK
TO NEAREST LOT LINE.
WELL TO SE~IC TANK
DRAIN FIELD
WATER MAIN TO SEPTIC TANK ,
DRAIN FIELD.
, DRAIN FIELD
[
SEEPAGE mT /O~)
ALSO CONSIDER AREA WELLS,
SEEPAGE PiT
/00 '
. DRAIN FIELD
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION g FEET INTO UNDISTURBED SOIL,
~4.~INC~H DIAMETER CAST IRON SlPHON~IPES ON SE~PTIC TANK AND SEEPAGE PIT
PITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAYEL BACKFIL,L
INSTALLATION.
CONFORM TO BOR~REGULATION$ REGARDING
/ // LICENSED DESIGNER
DIAGRAM OF SYSTEM
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OFGREATER ANCHORAGE AREA E~OROU(~ORDINANCE NO.2S-S8 AND THAT THE ABOVE
DES¢%','STEM ,S ,N ADCDRDANCE W'TM SAID CODE. .
0 &' E EIvGINEERING 8' DEVELOHMENT CO.
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 333-5240
Russell Oyster Earl Ellis
694-2774 333-5240
Civil Engineering Surveying
Soils Et Foundations Land Development
SOIL LOG
Performed for: Name: ~,~c ~ ~c/~' Tel. No. ~'~=~'-~'~Sz~
Mailing Address: /~ A/, /~/~s ~'?, ~/c~/o~_xl~/_~ ~?J~/
Depth (feet)
0
3
$
7
10
11
Soil Characteristics
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
Greater ANCHORAGe AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274-4561
PERMIT NO.
'EGALOESCR,PTION
INSTALLATION OF: SEPTIC TANK
SEEPAGE PIT DRAIN FIELD
FINANCED THROUGH TO BE INSTALLED ~Y
SOiL TEST RESULTS
PHONE
, OTHER
NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
FINAL INSPECTION: 24 HOUR NOT~CE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAl. INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WiLL BE SUBJECT TO PROSECUTION.
DIAGRAM OF ~YSTEM
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
~O
FOUNDATION TO BEEPAGE PIT DRAIN FIELD
SEPTIC TANK TO SEEPAGE PIT WALL
SEPTIC TANK ( , SEEPAGE PIT DRAIN FIELD ,
DRAIN FIELD
WATER MAIN TO SEPTIC TANK
DRAIN FIELD
SEPTIC TANK. ,~.~2-- . SEEPAGE
DRAIN FIELD
TO RIVER, LAKE, STREAM.
, SEEPAGE Pit /~{J
ALSO CONSIDER AREA WELLS.
/
SEEPAGE mt /~
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
..
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO, 28-6B AND THAT THE ABOVE
.... ~ '~/~ -- "~ i"~ APPLICANT'S SIGNATURE
/
WILLMM A. EGA~ GOV£R~O£
SOUTHCENTRA£ REGIONAL OFFICE
MACKAY BLDG.
338 DENALI STREET
ANCHORAGE 99S01
Mr. E. Ellis
133 N. Bliss
Anchorage, Alaska 99504
SUBJECT: Lot 9, Block 2 --Lake Ridge.Terrace Subdivision
Dear Mr. Ellis:
We have reviewed your situation in light of the interpretation of
the 40,C00 Sq. Ft. -20,000 Ss. Ft. requirement contained in Section
lB AAC 72.C30 of the Department of Envircnmental Conservation Waste
Water Reoulations. It is our finding that since you had ov~nership
of 7ne Io7 on or before Fe?cary 5, 1973 ant that you intend to
co~strucf a.orivate res'~en~ ~or your oersonal use, that this oarticular
Section of the Wasme Wa~er Regulations is not applicable in your case.
We would however advise you that of course all existi-ng BOrough
Regulations are in effect and are applicable in all cases excep~
where State requirements are m~re stringent.
Yours truly,
Reg iona I Env i rcnmen~:~ll
Engineer
cc: GAAB-DEQ
March 9, 1973.
WILLIA~ A. [GA~I, GOVERtIOR
/
SOUTHC£NTRAL REGIONAl- O£FtC£
MACKAY BLDG.
.338 DENALI STREET
ANCHORAGE 9950!
Mr. E. Ellis
133 N. Bliss
Anchorage, Alaska 99504
SUBJECT: Lot 9, Block 2 --Lake Ridge Terrace Subdivision
Dear Mr. Ellis:
We have reviewed your situation in light of the interpretation of
the ~0,CO0 Sq. Ft. -20,000 Sg, Ft. requirement contaired in Section
18 AAC 72.030 of the Department of Enviror:m, ental Conservation Waste
Water F:cgulations, 11' is our finding thafi- since you had o',.~nership
of the !or on or before Fo?catv 5, !973 and that you intend to
construct a private residence for your personal use, that this particular
Section of the ',','aste h'ater Regu!af'io~s is not applicable in your case.
We would however advise you that of course ali existing'Boroug,h
Regulations are in effect and are applicable'in all cases except
where State requirements are mone stringent.
Kyle J. Cherry
Regional Environmenta Engineer
cc: GAAB-DEQ~'""
BEOEI~ED
I','IAR i 1973 AM
GREATER ANCHORAGE AREA BOROUGH
DEPT. OF ENviRONMENTAL QUALITY
Municipality of Anchorage
Development Services Department
....
Building Safety D~wslon
On-Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak, us /"/ t
(907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. O 5 1 - '~ J 5 -' I ~ HAA # ~-~/~
, .. ~piration Date: ~
I. GENE~E.INF. ORMATION
..;C6~let~ legal description ~ O ~
: Locat,on (s,te adaress ord,re~,ons) J 5_~ ~ ~ I~~ ~
' ~'" '~'~;;;""' ~' ~'~ 1~5. ~.~/~[r[.5 Day phone
'.~u~ent.~pe~ o~n~[(s)
...... ...... ·
. . . , ~
Lending agency Day phone
Mailing address
Real Estate Agent
Day phone
m
Mailing Address
Unless otherwise requested, HAA will be held by DSD for pickup.
NUMBER OF BEDROOMS:
e
TYPE OF WATER SUPPLY: ·
Individual Well
Individual Water Storage
Community Class .-- Well
Public Water System
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 4 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 wasteweter 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. (Cer[ificates may be reissued for a period of up to one year with valid water samples.)
Certificates ara valid for one year for properties served by C~ass 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.
M!micipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 Soufft Bragaw St
P.O. Box 196650 Anchorage, AK 99519-6650
wv~w.ci.anchorage.ak, us
(907) 343-79O4
Legal Description:
HEALTH AUTHORITY APPROVAL CHECKLIST
A. WELL DATA
Wa, type
· ~Date completed
If A, B, or C provide PWSID #
Sanitary seal (Y/N)
Cased
Date of test
Static water level
Well production
WATER SAMPLE RESULTS:
Coliform (~ colonies/100 ml.
Arsenic: mg./L
FROM WELL LOG
g.p.m.
Well Log (Y/N) /~.
Wires properly protected (Y/N)
Casing height (above ground)
in.
AT INSPECTION
Nitrate .~__..Z~h~g./l. Other bacteria '~' [ colonies/100 mi.
Date of sample: 4/1 c~/(7~., Collected by: j, ~ i -7-(o--/'/'~C) )'~.
B. SEPTIC/HOLDING TANK DATA
Ta~~____.. gal. Number of Compartments
pumping' Pumper
Depression over tank (Y/N) /%/
C. ~,I~.SORPTION FIELD DATA
Date irlstelled /l~u~ [~?OJ Soil rating (g.p.d./ft
Total depth
[
Date installed ~
Cleanouts (Y/N) ~'
High w~ter alarm (Y/N) /~V~/z~'
Date of adequacy test
Fluid depth in absorption field before test in.
Elapsed Time: min. Final fluid depth
Any rejuvenation treatment (past 12 mo.) (YiN & type)
Water added gal. New depth in.
in.
Absorption rate >= g.p.d.
If yes, give date
CT&E Ref.# 1022080001
Client Name James Shemore & Associates
Project Name/W Lake Ridge Ter
Client Sample ID Lot 9 Block 2
Matrix Drinking Water
Ordered By
PWSID 0
All Dates~Tlmes are Alaska Standard Time
Printed Date/Time 04/22/2002 16:42
Collected Date/Time 04/19/2002 15:15
Received Date/Time 04/19/2002 16:15
Sample Remarks:
Allowable Prep Analysis
Parameter Results PQL Units btc~od Limits Date Date Init
Waters Department
Nitrate-N 0.253 0.200 mg/L EPA 300.0 (<10)
04/19/02 JDT
Microb~ology Laboratory
Total Coliform
col/lOOmL SMI8 9222B (<1)
04/19/02 KAP
"!' '" 'i ho.o'
Z
Anchor=~e ~ecording Precinct, Alaska.
LOT SURVEY CERTIFICATION