HomeMy WebLinkAboutINDIAN VALLEY ALASKA BLK 1 LT 9Indian Valley
Alaska
Block 1
Lot 9
#090-031-21
GREASER ANCHORAGE AREA BORLrJGH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME " MAILING ADDRESS �� 43CA F�%
LOCATION LEGAL DESCRIPTION
PHONE
SEPTIC TANK:
DISTANCE
FROM WELL Pp°
C
MANUFACTURER /� ' - MATERIAL
INSIDE LENGTH INSIDE WIDTH
11 A /) NUMBER OF
��/ COMPARTMENTS
LIQUID DEPTH LIQUID CAPACITY/0C)J GALLONS.
TILE DRAIN FIELD:r(�t
DISTANCE FROM WELL
TOTAL LENGTH
FOUNDATION NEAREST LOT LINE OF LINES 1/44-
NUMBER OF LINES DISTANCE BETWEEN LINES TRENCH WIDTH C'7IN TOTAL EFFECTIVE
ABSORPTION AREA
DEPTH: TOP OF TILE TO FINISH GRADE
SQ. FT. LENGTH OF EACH LINE
DEPTH OF FILTER
MATERIAL BENEATH TILE (c IN ABOVE TILE IN
WELL:
TYPE CONSTRUCTION DEPTH DISTANCE FROM:
BUILDING NEAREST NEAREST SEPTIC SEEPAGE
FOUNDATION LOT LINE , SEWER LINE , TANK SYSTEM
CESSPOOL , OTHER SOURCES
APPROVED
DISAPPROVED
REMARKS
DISTANCES:
INSTALLED 8Y•
DIAGRAM OF SYSTEM
SEWER LINE DEPTH
PIPE MATERIAL J'-'•"- 3
t
c. L.
LOT SLOPE:
REMARKS•
Form EQ -032
DATEf'Cl • »' APPROVED
G.A.A.B.
ill": F" IL__ 1 '_B ' 131F-7 !==H IN IQ N N d H fR. q t! Gi �=
DEPARTMENT OF HEFILTH AND ENVIRONMENTAL PROTECTION
251' E. TUDOR RD... AN•dCHCRFIGE. Ak::. 99507'
50 '
Co276-2221
--- 7L TOE: E.= F: rF' E : (F r 6
PERMIT NO. < 76843 )
APPLICANT CHARLES OLANDER
LOCATION CSC:EANV1 E.W RD
LEGAL. L9 B1 INDIAN VALLEY :SLIBD
SRA BOX 8750
A:c9�
Q511,
LOT SIZE 65340 SQUARE ILIARE FEET
TYPE OF SOIL AE:0RFT 1 ON SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS = __ SOIL RATING (SQ FT/E:R)•= 85
THE REQI•.IIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
E Arlt''"'E"ll =- :Ld-..l 9.__E P,9d.-o IFI=.— 22 H=am9 ."F EEIL_ il:.:AF fl-"-`F-IF_-N
THE LENGTH DIMENSION I THE: LENGTH (IN FEET) OF THE: TRENCH OR DI='A I NF I EL.D.
THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE TANC:E E:E:TWEEN THE. SURFACE OF .THE
(ROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET).
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GF:A'v'E:L BETWEEN THE OI_ITFAI_i.... P1PE.
AND THE BOTTOM OF THE EXCAVATION (7:N'i FEET).
- -- - - _
�__ �=_ d��� A_k :N: R° �' I':_� �. �•" _.�._ � w-=� B _ ih--e 9"-"� 8 =-" � "' __.= _. _. d_H d :H u - -H H_.FSHRI _A._ H...._w ); -: _;,
1-140 Y4 1_I a:::2 :-e Y PA " E n: H IF1 cH H "fi n : ' H:-:° ii i:: F =. IL=_ o `n
BACKFILLING OF ANY SYSTEM WITHOUT FINFIL.. INSPECTION AND APPRO'VAL.. BY THIS
DEPARTMENT WILL F -::E SUBjECT TO PROSECUTION!.
t'1:tNII''IUt'i DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE I::1SPOSAL. SYSTEM I:;
100 FEET FOR A PRIVATE WEI_.I_. OR 200 FEET FOR FI PUBLIC WELL.
SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER
INSTALLATION.
a " Fn L_ 1 E: a F 1:_1 F_H_H �"-,� `-e° A--� @=-= d --w """A 1 °: : p..W
I CERTIFY THAT
1: I HM FAMILIAR WITH THE REQUIREMENTS FIF: ON -;ITE SEWERS AND WELLSS SET
FORTH E:Y THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE c::ODES.
3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT I. F THE:
RESIDENCE IS REMODELED TO INCLUDE MORE. THAN3 BEDROOMa
SIGNED:
APPLICANT CHARLES OLANDER
ISSUED BY
/241/2'.".21 __DATE"_.
w
GA
YEH NTU REQ:
CONSULTING GEOLOGIST
BOX 476-M, STAR ROUTE A • ANCHORAGE, ALASKA 99507 • PHONE 344-7071
Date 1U/tfi
�'''
SOILS
LOG
�J
Performed for iut�S \ °VW" (C \ \ie)
Legal Description �c,4-i `
Depth (feet) Soil Descriation
--2-
-4- G
-_6-
o 4'
ck,
Total Depth ` 4- feet in (7U)
Was groundwater encountered °\N---- ? What depth
Depth to bedrock 7�C) I3ow determined 'vr Lu.ej4
Respectfull submitted,
(I)i 10....ti
Gary F. Player
Consulting Geologist
Municipality of Anchorage
On -Site Water & Wastewater Program
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
Parcel I.D. 090-031-21
1. GENERAL INFORMATION
Complete legal description
Location (site address)
Current Property owner(s) KEITH JONES Day phone 242-6872
Mailing address
Real Estate Agent
Expiration Date: 1 1 "l ( 3
INDIAN VALLEY S$bT BLOCK 1, LOT 9
220 BORETIDE ROAD, INDIAN, AK, 99540
2. TYPE OF DWELLING:
•
n
220 BORETIDE ROAD, INDIAN, AK, 99540
Single Family (w/wo ADU)
Duplex
Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 3
Day phone
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well . Individual On-site 1.
Individual Water Storage n Individual Holding tank ❑
Community Class Well ❑ Community On-site ❑
Public Water System n Public Sewer ❑
Received by:
COSA to be released to the engin€er. unless otherwise requested by the engineer.
Date:
COSA Fee $ Lig() .10
Date of Payment
Receipt Number
COSA #
giic113
QW13It170
Waivor Fee i 3 60 . cJ
Date of Payment 9/111/8
Receipt Number
Waiver# oSP(313�1y
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 GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179
Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK, 99507
Engineer's Printed Name JEFFREY A. GARNESS, P.E.
Engineer's Comments:
111 conducting this evaluation, GEG, LtD. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines & Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
distances measured to readily identifiable features. The operational fife of all wells and
septic systems depend on the local soils condition, groundwater revels that may
fluctuate during the year, and the water usage of the family being served by the system.
These conditions are outside the control of the evaluator of the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. GEG, LTD. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report 15 for
the sole benefit of the owner listed above. Any reliance upon or use of this report by any
other person or party is not authorized, nor wolf it confer any legal right whatsoever.
6. DSD SIGNATURE
System #1 Approved for bedrooms.
System #2 Approved for bedrooms.
Disapproved.
�� WA ANS Conditional approval forbedrooms, with the following stipulations::1_.Y3vi
:21 0 V0
r -C.AR b)t
Date
9 l l v ,13
oo600p�4
Off•'•
VA
Qn _ f fav �rness 7
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pro fess\on°o
O0000��
`QPtk,•{tOF t C6 ii///.
`= ON-SITE ��'�,
By:
Original Certificate Date: - / cj -/ 3
The Mr icip- rty 'An ¶rage Deveiop,emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only
upon the represenatafions given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska.
The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
7. ATTCHMENTS:
COSA Checklist
Septic System Advisory
Well Flow Advisory
(Rev. 11/05)
Nitrate Advisory
Arsenic Advisory
Other
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
Atoss ka
Legal Description: INDIAN VALLEY S/D; BLOCK 1, LOT 9 Parcel ID: 090-031-21
A. WELL DATA *PER TED MOORE, P.E. HAA (10/11/93). **ASSUMED BASED UPON SURROUNDING WELL LOGS.
***COULD NOT REMOVE WELL CAP DURING FLOW TEST. PRODUCTION RATE IS CALCULATED.
Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) NO
Date completed 1976 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES
Total depth *^'87 ft.Cased to **40+ ft. Casing height (above ground) 12+ in.
FROM WELL LOG AT INSPECTION
Date of test 9/5/2013
Static water level ft ***UNKNOWN ft
Well production g.p.m. ***3.91+ g.p.m,
WATER SAMPLE RESULTS:
Coliform 0 colonies/100 ml. Nitrate 0.5bl mg./L. Collected by:
Arsenic: tilt) ug./L. Date of sample: 9/5/2013
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material
SEPTIC/STEEL
Date installed
GEG, Ltd.
10/20/1976
Tank size 1000 gal. Number of Compartments 2 Cleanouts (Y/N) YES
Foundation cleanout (Y/N) YES Depression over tank (YIN) NO
Date of pumping 9/29/2012 Pumper
C. ABSORPTION FIELD DATA
Date installed 10/20/1976 Soil rating (g.p.d./ftior(/bdrm) 85
Length 24 ft. Width
High water alarm (Y/N) N/A
MCDONALDS PUMPING
*BELOW EXISTING GRADE
4
ft.
System type TRENCH
Gravel below pipe 6 ft.
Total depth *12.3 ft. Eff. absorption area 288 ft2 Monitoring tube YES
Date of adequacy test 9/5/2013 Results (Pass/Fail) PASS
Fluid depth in absorption field before test**DRY in.
Water added 600 gal.
Depression over field NO
For 3 bedrooms
New depth *DRY in.
Elapsed Time: — min. Final fluid depth *DRY in. Absorption rate >= 450+ g p d
Any rejuvenation treatment (past 12 mo.) (Y/N & type)
NONE KNOWN If yes, give date
**MONITORING TUBE ONLY EXTENDS 56" INTO 72" EFFECTIVE.
D. LIFT STATION
Date installed Size in gallons Manhole/Access (Y/N)
"Pump on" level at in. "Pump off' level at . wa er alarm level at in.
Cycles tested Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
100'+
Septic tank/lift station on lot
Absorption field on lot
Public sewer main
100'+
N/A
Sewer /septic service line 25'+
On adjacent lots
On adjacent lots *1001+
*1001+
Public sewer manhole/cleanout
Holding tank
N/A
N/A
Animal containment areas 50'+ Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 51+
Absorption field 51+
Water main
N/A Water service line 10'+ Surface water 100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line **5'+ Building foundation 101+ Water main
N/A
Water service line 10'+ Surface water 1001+ Driveway, parking/vehicle storage 10'+
Curtain drain NONE KNOWN Wells on adjacent lots 100'+
F. COMMENTS
*DISTANCE TO UNDOCUMENTED SEPTIC SYSTEM ON LOT TO NORTH COULD NOT BE VERIFIED.
ONLY ONE STANDPIPE PRESENT. **SEE ATTACHED WAIVER REQUEST.
G. ENGINEER'S CERTIFICATION
1 certify that 1 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 Printed1/N me
Date 9% ,
to/'i
(Rev. 11105)
JEFFREY A. GARNESS
v0
VA
y �ness
CE— 3 .•' Leics
9,i3'•cci;1
'Oro f e ssio�000
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
September 10, 2013
Municipality of Anchorage
Development Service Department
Building Safety Division
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Lot Line Waiver for Indian Valley S/D; Block 1, Lot 9.
To whom it may concern:
During the course of our inspections, it was noted that the drainfield is approximately 8' from the
south property line. We request that your department issue a 5 -foot lot line waiver from the
south property line to the drainfield. I am unaware of any adverse impacts this waiver would
have on adjacent w-lls or septic systems. If you have any questions, please contact us at 337-
6179. Thank you fyour assistance.
iicer ly, !/
1 ,
)'eff`eryJ.}Qi. ess, P.E., M.S.
Pres
3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com
Municipality of Anchorage
P.O. Box 196650 • 4700 Elmore Road
Anchorage, Alaska 99519-6650 • (907) 343-7904 S Fax (907) 343-7997
http://www.muni.orq/Onsite
Development Services Division
On -Site Water and Wastewater Proqram
**** VARIANCE/WAIVER REVIEW ****
Waiver#: osp131344 COSA#: osc131470 Permit#:
PID#: 090-031-21
Legal Description: Indian Valley Alaska B-1 L-9
Engineer: Garness Engineering Group
Applicant: Keith Jones
Your request for a waiver of the required 10 feet horizontal separation from the absorption field
to the property line has been approved. The approved separation distance is 5.0 feet.
This waiver approval applies to the existing absorption field only. Any future upgrade to the on-
site wastewater disposal system will require all separation distances be met or another approval
from this department.
M The affected adjacent property owner(s) have been given a 7 day notice regarding this
waiver.
❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected
adjacent property.
n Adjacent properties are not affected by this waiver.
Waiver is Granted: X Waiver is not Granted:
Date:
11-11-i3
Approved by:
Na • =evifirer
Rec#: 09707G Amount: $200.00 Date Paid: 9/11/13
**** VARIANCE/WAIVER REVIEW ****
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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
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
Parcel I.D. # (°C2\\- C1cC)
1. GENERAL INFORMATION
Complete legal description LOT 9, SLK 1 , INDIAM VALLEY
HAA# VM9(21-)1n.�1
Location (site address or directions) Ocean vt tw
(2 Act oC:^l ye on R)
Property owner C NAR L E5 OL ANDER Day phone 243- 203g
Mailing address 2901 V11.•1 ?oST AVE ANON. AK 995/7
Lending agency Day phone
Mailing address
Agent
Sal11 N1ck ers-rn Co(crcvefl
Address HloT�cdor Cfi Dr1��� �}ncho�x�e /k. 99508
Unless otherwise requested, HAA will be held for pickup.
�n(i
oan
s`
$a9ker Day phone S6/ —2 198
2. NUMBER OF BEDROOMS:
3. TYPE OF WATER SUPPLY:
Individual well
Community well
Public water
3
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:
Individual on-site
Holding tank
Community on-site
Public sewer
NOTE: 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 #21
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 furtherverify 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 FL >q TOP -T EC EI . SVCS . Phone 3L/S- l35S
Address 530 ECHO .ST. /4r' CN , Ak 9g516
Engineer's signature ' — - J. - Date Oct /', /99?
6. DHHS SIGNATURE
X Approved for bedrooms.
Disapproved.
By.
g%ke",
. .. Y•.4 .•. ..•Y..J....•
.. THEODORE E. MOORE • �`
"` CE - 3589•,•6 w'` It
••
........
'•
PrzerastoIN ;fir
t,011 A4
Conditional approval for bedrooms, with the following stipulations:
Additional Comments
Date li
CAUTION
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.
72-025 (Rev. 1/91) Back MOA 421
Municipality of Anchorage
Department of Health and Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: ) oT 1, I3Lk 9 INDIAN VA/A.61 Parcel I.D.
A. Well Data
Well type 1'RI VfjTE If A, B, or C, attach ADEC letter. ADEC water system number
Log present (Y/N) N Date completed Driller U,I I<
I,
Total depth r 87 Cased to 7 4`0 Casing height 17--
Sanitary
LSanitary seal (Y/N) i Wires properly protected (Y/N) Y
FROM WELL LOG AT INSPECTION
MUNICIPALITY OF ANCHORAGE
Date of test 2 4 9 CNVIRONMENTAL SERVICES DIVISION
Static water level OCT 1 2 1993
Well flow g.p.m. } - 7 g.p.m.
Pump levell > RECEIVED
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot ids" To C.O. ; On adjacent lots 7 fly
Absorption field on lot 1(S- ' ; On adjacent lots > /°J/
Public sewer main N, A. Public sewer manhole/cleanout N.rl•
Sewer service line 2S- Petroleum tank
WATER SAMPLE RESULTS:
Coliform d cvl / t vo m i
Date of sample: 9/214/93
Nitrate D. `l3 mq /-i Other bacteria 0 cc,/ //&or»e_
B. SEPTIC/HOLDING TANK DATA
Date installed /a�7 6
Collected by: FL 4 riot' TECH SVCS
Tank size /00 0 Compartments 2
Cleanouts (Y/N) Y Foundation cleanout (Y/N) 7 Depression (Y/N) N
High water alarm (Y/N) fN •A. Alarm tested (Y/N) N A.
Date of pumping 9 12i41"/ `9 3 Pumper L 5 A- A C S
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot IDS FRon C.0 . On adjacent lots 7 I o 0
Foundation
SD
To property line 2O Absorption field S' Water main/service line /OS
Surface water/drainage 7 /o o
72-026 (3193r Front OCUi L u 2Jf n r
CONTINUED ON BACK PAGE
C. LIFT STATION
Date installed Manufacturer
Size in gallons Manhole/Access (Y/N)
Vent (Y/N) "Pump on" level at - "Pump off" Level at
High water alarm level Cycles tested
Meets MOA electrical codes (Y/N)
SEPARATION DISTANCE FROM LIFT STATION TO:
Well on lot
D. ABSORPTION FIELD DATA
On adjacent lots Surface water -
8s FtVis
Date installed /n / 7G Soil rating (GPD/Ft2) 1 - 8 GPD /Ft x System type "t- tZ t= NC H
Length 2 L( Width Lf Gravel thickness io Total depth 12
Total absorption area 28 8 Cleanout present (Y/N) Y Depression over field (Y/N) N
Date of adequacy test I 0 1 I 1 `13 Results (pass/fail) PA SS for Bedrooms
1/2'i
Water level in absorption field before test Q After test
Peroxide treatment (past 12 months) (Y/N) NINE KraowN
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot 115 -
If yes, give date N ,A .
r r
On adjacent lots 71 OD Property line /O
r
To building foundation 60 To existing or abandoned system on lot N.A
On adjacent lots 30 Cutbank Water main/service line 115
Surface water 7 /O0 Driveway, parking/vehicle storage area 60
Curtain drain No Ne o 1350Z ✓C D
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,
OF
y yyt.� t.a°aras°.0v
10• s a a e s .eraraaea6aa as ,aerr
7�
1117::
1 ea ora • a _ '
1117°° THEODORE E. MOORE A.
Date 07cc /1, - /992 & ` r ; °a CE %- 3589 .L° 4 ,
y.
A 4I 4°°rasa.• .C;('4.A,
Waiver Fee $
Signature -
Engineer's Name Theoaeor. rtUoV^�
HAA Fee$ AGO, od
Date of Payment /D-/ Z <13
Receipt Number o2 S 3 / 61 O s 9 9)
72-026 (3/93)' Back
Date of Payment
Receipt Number
NORTHERN:
3330 INDUSTRIAL AVENUF
2505 FAIRBANKS ST.
Flattop Technical Services
14350 Echo Street
Anchorage AK 99516
Attn: -
I.ABORATORIES, INC.
FAIRBANKS, ALASKA 99701 907-456-3116
ANCHORAGE, ALASKA 99503 907-277-8378
Report Date: 10/05/93
Date Arrived: 09/25/93
Date Sampled: 09/24/93
Time Sampled: 1200
Collected By: Chris
!DL = Method Detection
Limit
Our Lab #: F128892 * Flag Definitions
Location/Project: - B = Below Regulatory Min.
Your Sample ID: Lt 9, Blk 1, Indian H =-Above Regulatory Max.
Sample Matrix: Water
Comments:
Date Date
Method Parameter Results ^ MDL Prepared Analyzed
EPA 353.3 Nitrate -N y%1 0.43 0.05 10/04/93
iv-
4f401140-
i
Re orted By: amen H.)Johnson
Vice=-Rr-esideni