HomeMy WebLinkAboutSTUCKAGAIN MANOR BLK 2 LT 6
~ Municipality of Anchorage Page I __ of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection RePort
Permit Number:~//Jc~/O 132 PIDNumber: 60 ~L/_ ~','~7
Name:
.JEFF F'O-~TE R
Address:
25'3 TuRPiN R.b. '~-3 ,~NC~ ~EoZJ¢-
333 r 8~oqI ~.lNo. of.~_drooms:
LEGAL DESCRIPTION
Lot:
Block: Subdivision:
2 5TUC~/~6/i~N MANo~
T°wnshipi ~ N
WELL:
Range: ~ t~' JSection:~
~' New [] Upgrade
Classification (Private, A,B,C):
PR
Total Depth: Cased To:
I ~2 Ft. I~. Ft.
lO8
Driller: ?~j
Date Orille :
5UCLt¢t~N ~^TgR V/,'::LLS f,:' I
Yield: Pump Set at: Casing Height Above Ground:
Wastewater System: ~ New [] Upgrade
ABSORPTION FIELD
[] Deep Trench [] Shallow Trench ~ Bed Mound E3 Other
Soil Bating:
C) °"7 GPD/S(I. FI
)eplh lo pipe bottom from odginal grade:
~" O.~' Ft.
Fill added above original grade:
3 ~t,
Gravel depth:
Total absorption area:
~,~'& SO. FL
$i~ ~bT C oN$'r.
Total Depth from original grade;
Gravel depth beneath pipe
Gravellengt~j. 2¢ l~' . rF
Pipe material:
z~" No~!-PeRF
TANK
SEPARATION DISTANCES '~ Septic
115'/(~8 ' Station Tank Sewer Li
Well Material:
Surface I J -- ~,5'/ J
Water ~/OO I "~/oo~ ~ ~ ~/~o '
Line ~ ~: Size in gallons: Manufacturer:
o nd ,'onl ' I "Pump on" level at:
Curtain Pump Make & Model
Drain
Remarks: ~'y~m i~l[¢~
~30 ~vLv
Anchorage~ Alaska 9951(
[] Holding I~ S.T.E.P.
12.¢o
LIFT STATION
BENCH MARK
Locabon and Description:
,L/~t~6E ~o~T ~JEST OF ~BS. BED
Inspections performed by: ~'(¢4f-./~? 1-~¢.~ ._~_¢.._~ ...... Dates: 1st 7/,~/? /
2nd_D / 8/9 /
Department of Health and Human Services approval
Revie/~d and. a. pproved by: ~ ~_~ Date:
Assumed Elevation:
Ioo.o FI,
ENGINEER'S SEAL
Permit NO. (:] [ O / :~ ~
Page 2. of '-~
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: L~), g2 STucKJJ6/IIN H/~NOR
PlD No.:
FAR
~'oiNT'
72~13 A (2/91) MOA 25
~E. LL
/
[ST (:.0.
W£/.L WELL
LOT G LoT ~
I~
IZSt)
ENGINEER'S SEAL
ABSoRPTto~ BED
LOT ~o BLK 2~
~.l_att6~5 Technical ser¢ices
14S30 Echo street
Anchorage, Alaska
~BS. 8~b
~L~ ON LpT ~
PermitNo. ~)~ ~/~'
Page ~ of '~
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Legal Description:
G I~ou Id, b ELE, V/iTION
ABovE ABs. B~D
9~.~~
oF po.s~r
E:I..EV -- I0O,O
V'ERTIC/~L ECALE ~ 1"= ~'
Flattop Technical Service~
14530 Echoi Street
AnChorage, .;~ldska 99516
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SULLIVAN WATER WELLS
P.O. BOX 670212, CHUGIAK, ALASKA g9567 * TELEPHONE 888-2?59
oWN£RoFLAND ~.JE F F F~,YT"~,~ DEI'THOFWELL
ADDRESS ~ ~J~ '~ ~ ~9~ STATIC LEVEL OF WATER FT.
LEaALDEScRI~IONd ~: ~ ~JCK~IM ~)RAW DOWN FT.
DATE- Started Endea ' ~/ C;A~S. PER HR /~O
PE~iT NUMBER · KIND OF CASING 6
KIND OF FORMATION:
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PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW910132
DESIGN ENGINEER:FLATTOP TECHNICAL SERVICES
OWNER NAME:FOSTER JEFFERY L &
OWNER ADDRESS:1040 O'MALLEY RD.
ANCHORAGE, AK. 99515
PARCEL ID:04102307
LEGAL DESCRIPTION: STUCKAGAIN MANOR BLK
6
2 LT
DATE ISSUED: 6/05/91
EXPIRATION DATE: 6/05/92
LOT SIZE: 65031 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
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 FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
ENGINEER MUST NOTIFY DHHS AT LEAST TWO HOURS PRIOR TO EACH
INSPECTION. ENGINEER MUST PROVIDE SAMPLE AND SIEVE
ANALYSIS OF SAND FILTER MATERIAL.
RECEIVED BY: X ~4.~, ~.~"62~ DATE:
ISSUED BY: ~O~ ---~1~ DATE: '~ ~I~l
~ & ~O~ ~ · ~¥ ~0~$~¥~'~0~ & ~A~¥S~
THEODORE F. MOORE, P.E. May 23, 1991 14530 ECHO ST.
PH: (907) 345-1355 ANCHORAGE, ALASKA 99516
M.O.A. DHHS
P.O. Box 19-6650
Anchorage, AK 99519
Dear Sirs:
The purpose of this letter is to provide the required design narrative to accompany our application for
on-site well and sewer permits to serve the planned 3 bedroom residence on Lot 6, Block 2, Stuckagain
Manor S/D, located on Far Point Drive. Soils logs, a site plan, design drawings and specifications are
enclosed.
The soil absorption bed design is determined by the fact that the measure,d perc rate of the gravelly.
sand stratum is faster than 1 minute per inch, requiring the installation of a 2 thick layer of filter sand.
The wastewater ordinance specifies that filter sand used in beds is to be rated at 0.7 gp~sq., ft. Thus,.this
3 bedroom residence will require (3 x 150)/0.7 = 643 square feet of absorption area which ~s accomplished
by a bed having dimensions of 15' by 43' as designed. The suitability of the soils applicable to the
proposed replacement site designated on the site plan are reflected on the log for test hole 4/2.
The topography in the vicinity of the proposed construction site slopes generally down to the south at
10%. Due to the shallow natm'e of the best receiving sia'atum, coupled with the requh'ement for a sand
filter, the cover material over the soil absorption bed will have to be mounded above the original bn'ound
surface.
The site plan indicates the locations of existing wells and septic systems within 200 feet of the
proposed system. The proposed well site will impact the options for future septic system placement on
Lot 7, but there should be ample additional room remaining on that lot. The proposed absorption bed and
reserve areas will have virtually no impact on any adjoining lots. There will be no other known impacts on
reserved space/surface and subsurface, or on drainage patterns.
Sincerely,
Ted Moore, P.E.
"FAR POINT
DRIVE'
'~t~ LL
Hous£
LOT 5'
LoT "7
iooo G.
SE'~'r~¢
~.?RoPOSEb
I~"xq3' hgSol~'l~-r'~oN BED
t0 q.
LOT (o BLK 2-
Flattop Technical Services
14530 Echo Street
Anchorage, Alaska 99512
v',4 CA N T
B2) 5TUCKAGAIN MANOR
SEPT lC S'/5TE~ -SITE PLAN
ScALe'. I"= 5'o'
DATE ' £/ql
NOTE:
k
1ooo
SEpTic 'I'A I~,p
PLAN VIEW s~^~: ~"' ~o
T
~lattop Technical Services
14530 Echo Street
Anchorage, Alaska 99516
L/o, B2 STUcI<A6Ai~ MANOR
ABSORPTION BEb
PLAN ¢ CRoS~ <~ECTION
Flattop Technical Services
14530 Echo Street, Anchorage, AK 99516
Phone (907) 345-1355
Lot 6, Block 2, Stuckagain Manor S/D
Far Point Drive, Anchorage
Wastewater disposal system installation
Specifications
1.0 General:
1.1 The scope of the project includes installation of a 1000 gallon septic tank and a 15' wide by 43 '
long soil absorption bed incorporating a two foot thick sand filter.
1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor
deviations from these drawings may be allowed or required by the engineer conducting the inspections.
All construction procedures and material specifications shall conform with Municipal and State
requirements.
1.3 Ali separation distances shall be in conformance with Municipal requirements, unless specifically
waived.
2.0 Septic Tank:
2.1 The I000 gal/on septic tank shall be Municipally approved with a minimum of two compartments,
and shall be set level on Undisturbed soil. Each compartment shal/be equipped with a watertight manhole
cover and a 4" cleanout. If the tank is buried less than 4 feet, it shall be insulated with 2 inches of
approved burial type, rigid insulation.
2.3 All pipe connections to the tank shall be equipped with 'waterproof mechanical couplings. The
waste line from the residence to the septic tank shall have a minimum slope of 1/4'" per foot, and the waste
line between the tank and the soil absorption system shall have a minimum slope of 1/8" per foot. A
cleanout shall be installed within 5 feet of the building foundation, and a double cleanout shall be installed
within 5 feet downstream of the septic tank. The waste line shall have a minimum burial depth of 2', if
properly insulated, or 4' without insulation.
3.0 Soil absorption system:
3.1 The soil absorption system shall be constructed by stripping the peat and reddish sandy loam
material off the 15' x 43' soil absorption bed site to expose the top of a clean gravelly sand stratum. Once
this stripping is complete, a level bed bottom shall be created in the underlying gravelly sand at a depth of
2.5 feet below the original ground level in the northeast comer of the bed. In areas of the bed where the
top of the native gravelly sand stratum is lower than the desired finish elevation, the bottom surface may be
built up with excess native material from other portions of the bed, or with imported filter sand. Once this
surface is created, an additional 2 feet of imported filter sand shall be placed on top creating a second level
surface. Sand for leveling or serving as filter material shall comply with Municipal specifications.
3.2 Since the filter sand will extend above the original ground level, it will be necessary to create an
earth barrier around the proposed absorption bed site prior to the start of excavation.
3.3 A total of 12 inches of sewer gravel shall be placed on top of the filter sand layer. Sewer ga'avel
shall be 0.5" - 2.5" screened gravel, with less than 3% passing the #200 sieve.
3.4 The perforated and non-perforated distribution pipes shall be buried in the sewer gravel as shown
on the design drawings, such that the bottom of the pipes is no less than 6 inches higher than the top of the
filter sand layer.
3.5 Monitor tubes and cleanout pipes shall be of 4" diameter and installed in the locations shown on
the design drawings. The portion of the monitor tube extending through the 'sewer gravel shall be
perforated.
3.6 Approved filter fabric and 2 inches of rigid, burial type insulation shall be placed over the entire
top surface of the sewer gravel. A minimum of 2 feet of soil cover is to be placed over the insulation. Fill
slopes shall be no steeper than 3:1.
4.0 Inspections:
4.1 A total of 5 engineering inspections will be required during the course of the project: (1) initial
stakeout with the contractor to establish the location of the system and to discuss the plans, specifications
and construction procedures, (2) after the native material has been excavated to expose the infiltrative
surface to ensure that it is level and at the right elevation, and conforms with the soil test information, (3)
after the sand leveling and/or filter material has been placed, (4) after the sewer gravel is in place and the
distribution pipes have been laid and connected up to the septic tank, but prior to placement of.insulation or
filter fabric, and (5) after final backfill and grading is complete. The septic tank requires one inspection
after it is set level and the piping connected, but prior to backfill. This inspection may be incorporated
with any of the above inspections.
4.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in
advance to ensure the availability of the engineer.
PERFORMED FOR:
LEGAL DESCRIPTION: L ~ ~22 ~TUCKA~I~ ./~ '~ownship, Range, Section:
O.~ pt SLOPE
Flattop Technical Services
14530 Echo Stz'eet
Anchozc~ge, F×las!za 99~e
Municipality o! Anchorage
DEPARTMENT OF HEALTH g HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502~0650
SOILS LOG -- PERCOLATION TEST
F F FO '~TE R DATE PERFORMED:
E'ED~iSH SAND~ LOA~
5P/Gp ~LEAN GRAVJ~LL"/
pURE SAND ¢ ToP
GRAVEL L"/'
DAMP
5
8
7
8
10-
11
13-
i5
16
17
18
19
20-
COMMENTS H~-~' ,~' ¢ ¢',/? ~, ~-'
SILT"/ £A Nb"/
C~RAV[:L
WAS GROUND WATER
ENCOUNTERED?
S
IF YES, AT WHAT OL
DEPTH? ~X~.~I. p
Deplh to Waler Aller
Monlloring? ~ P-"I_ Date: ~
N,
PLAN
~ Oo
Time Time
2:50
2t~l 2o
2:~2; 3o
2:53:30 27 3/~
2: 55;q~
PERCOLATION RATE ~ I__ (minules/inch) PERC HOLE DIAMETER --
TEST RUN BETWEEN ~2. ~' FT AND ~,C) FT
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE.
72-008 (Rev. 4/85)
CER'IIF¥ 'triAl '~HIS TEST WAS PERFORMED IN
DATE: 'J~-/~-3 /9/
Flcdtop Techniccrl Services
14530 Echo Slreef
~inchorc~ge, tilcskcr 99518
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG'-- PERCOLATION TEST
T. N. ¢:2
JEFF' FOSTER
PERPO,MEDPOR: DATEPE.PO.MEO
MANe
LEGAL OESCmPTION; L ~. ~2/ ~Tg¢,K ~N ~ ~ownship. Range, Section: 5~C ~ ~12 ~ ~ 3 ~
pT SLOPE ~, PLAN
5M r E l~t:) isH SILT'(
2 LOAM, .SOME ~E~VEL
5~ND
SILT
GCAV~.L, I~AN"I COBBL£$
5
6
7
8
9
10
11
12
13
14
20
CLEAN ~RAV~LL'"/ '~ANb
~/IA ~'~ CO~B g .~-~S GROUND WATE
ENCOUNTERED?
IF YES, AT WHAT
DEPTH7 ~.A.
I0'~~' B, r~, L,
Depth to Water Aller
Monilerin0? ~___ Dale:
Reading Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE
(minutes/inch} PERC HOLE DIAMETER
TEST RUNI3ETWEEN __ FTAND .
COMMENTS
ACCORDANCE WiTH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/85)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
Parcel I.D. #
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
1. GENERAL INFORMATION
Complete legal description
Location (site address or directions)
Property owner ;:T¢ .¢'¢: Fos/-~' "',. Day phone
Lending agency ~r.r~ N~'/ ~ o~ ~c~. Day phone ~7~
Mailing address P.O. ~ox IOo 7 8~ ~ ~or~¢ ~
Agent M, ~. Day phone
Address
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS:
TYPE OF WATER SUPPLY:
Individual well
Community well
Public water
NOTE:
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
4. TYPE OF WASTEWATER DISPOSAL:
NOTE:
Individual on-site
Holding tank
Community on-site
Public sewer
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev, 1/91) Front MOA#2~
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 of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is 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 in compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm
Address
Engineer's signature
DHHS SIGNATURE
~..' ~:~ ".'~_~,
~ THEODORE F MOORE
Approved for ~ ~) bedrooms.
Disapproved.
Conditional approval for
bedrooms, with the following stipulations:
Additional Comments
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes
and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
72~)25 (Rev. 1/91) Back MOA #21
Legal Description:
A. WELL DATA
Municipality of Anchorage ~,
Department of Health & Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
J-eT (o~ ~2, :¢T(.'¢/CA6~4 ParcelI.D.
Well type F'I~It/.ZVrE'
Log present (Y/N) 7
Total depth J ~ 2
Sanitary seal (Y/N) ~/
If A, B, or C, attach ADEC letter.
Date completed
__Cased to I ~2
ADEC water system number
Driller
Casing height
Wires properly protected (Y/N)
Date of test
Static water level
FROM WELL LOG
AT INSPECTION
Well flow
Pump level
g.p.m.
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot I
Absorption field on lot
Public sewer main
Sewer service line /~'
; On adjacent lots
; On adjacent lots
Public sewer manhole/cleanout
Petroleum tank Ho~JE
WATER SAMPLE RESULTS:
Coliform ,¢ c,=[
Date of sample:
Nitrate
Collected by:
Other bacteria
FL AcTTOP 'T'E('
B. SEPTIC/HOLDING TANK DATA
Date installed 7[2.cl [(~1 : · Tank size
Cleanouts (Y/N) ' ~' """ Focn:dation cleanout (Y/N)
High water alarm (Y/N) ~,/~ .,' ,, , Alarm tested (Y/N)
Date of pump ng N,/~. L.E.$S Tt//I/~ I ¥¢~ O/-b Pumper N./~,
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot I i3 On adjacent lots > Ioo ~ Foundation
To property line ~' $ ~ Absorption field
Surface water/drainage ~/0o '
Compartments ~--
Depression (Y/N) N
(
.Water main/serviceline ~ 6o '
72-026 (Rev. 7/91)Front CONTINUED ON BACK PAGE
C. LIFT STATION
Date installed
Size in gallons
Vent (Y/N)
High water alarm level
"Pump on" level at
Manufacturer
Manhole/Access (Y/N)
"Pump off" level at
Cycles tested
Meets MOA electrical codes (Y/N)
SEPARATION DISTANCE FROM LIFT STATION TO:
Well on lot On adjaeent lots
Surface water
D. ABSORPTION FIELD DATA
Date installed 7/'llrll - 71271/c11 Soil rating O.'7 GPb/D'
Length ~J Width I (~ Gravel thickness__ J
Total absorption area ~'/o D ~
Cleanouts present (Y/N)
Depression over field (Y/N) ~ Date of adequacy test
Results (pass/fail) t4. ,4-. for --~
Peroxide treatment (past 12 months) (Y/N) f'l
System type_ FJ,~b
Total depth ~0 ' ~ F'£,~AC* E'L--
Y
If yes. give date N.A.
bedrooms
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Wellon lot
To building foundation
On adjacent lots
Surface water ~' leo
Curtain drain
On adjacent lots ~ /00 t Property line
To existing or abandoned system on lot
Cutbank N./~, Water main/service line
Driveway, parking/vehicle storage area
E. ENGINEER'S CERTIFICATION
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection.
Signature ~"~ ¢ '~
Engineer's Name /'"-~ ~,~ ~:,~'o ,.',¢ /='-. /'-'/o,~ ,,-~
Date ~'/// I~/ /¢ 8
HAA Fee $ / 7~''~
Date of Payment ~/5'--~ ~z_
Receipt Number ,2. ~ ~, / ~./~
72-028 (Rev. 3/91 ) Back MOA 21
.............
{,'~%,. C~-3589
Waiver Fee: $
Date of Payment
Receipt Number
CHEMICAL &,.GEOLOGICAL LABORATORY
A DIVISION OF COMMERCIAL TESTING & ENGINEERING CO,
5633 B STREET ANCHORAGE. ALASKA 99518 TELEPHONE (9071 562-2343
FAX: (907) 561-5301
ANALYSIS RESULTS for INVO[CE ~ 52572
Chemlab 5efts 92.1398 Sample ~ 1 Matrzx: WATER
Client Sample RD : L6 B2 STUCNAUAIN ~NOR
PWSID UA
Collected : APR ? 92 ~ 13:00 hz~.
Received : APR ? 92
P~ese~ved with : AS REQUIRED
Clien~ Name :FLATTOP TECHNICAL sgv
Client Acer :FLATTOT
BPO$ : PO~ :NONE RECEIVED
Heq~
Oxdexod By
Analysis Completed : APR 8 92
Laboratory Superwsor : STEPHEN C. EDE
1)FLATTOP TECHNICAL EEV
2)
Parametez Results~ ~Hnite ~[ethod Allowable Limits
........ ~ii2i~; ...................................... -/-o~C)'---~i; ......... ~;~-;;;~ .............. ~; ...........................
C'
Sample ROUTINE SA!~LE COLLECTEE BY: C.A. NO TAG FOR THIS SM4PLE.
Remarks:
I Tests Pexfozmed See Special Ins~zuc~ons Above UA~Un~vailable
ND* Nons Detected "See Sample Remarke Above
NA. Not Analyzed LT=Less Than GT~Gzeater .Than
~S~S Member of the SGS Group (Soci~to G~rale de Surveillance)