HomeMy WebLinkAboutL & T LT 1L & T
Lot 1
#051-282-40
Municipality of Anchorage Page 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: SW 9U 0/8/ PID Number: 5/- 2-97-/-/O
Name: YLae (La
Wastewater System: [INew Upgrade
Address,,.ZOX 7702Lo� E,e 1 995 V 7
ABSORPTION FIELD
Phone: /-
57(x'' Z �S/
No. of oms:
❑Deep Trench ❑Shallow Trench >Ired ❑Mound C3 Other
LEGAL DESCRIPTION
Soil Rating:
I/
Total Depth from original grade:
14, q /
Z91 PD/ . Ft.
Lot: Block: Subdivision:
Depth to pipe bottom from original grade:
Gravel depth beneath pipe
---- L
-Z, Ft.
S Ft.
Township: SAI
Range: � W
I
Section: n
Fill added above original grade:
Gravel length:
!�
Ft.
Ft.
WELL: ❑ New JW❑ Upgrade
Gravel width: /�
Number of lines:
Distance between lines:
S
Ft.
Ft.
Classification (Private, A,B,C): Total Depth: Cased To:
Total absorption area:
Pipe materia
PR) VA?E Ft. Ft.
T 0. Ft
k / O
Driller: Date Drilled: Static Water Level:
Installer.
(natal eAS�tvsS OM
Data in�a9 zb lg4a
r /
Yield:
Pump Set at:
Casing Height Above Ground:
TANK
GPM
Ft.
Ft.
SEPARATION
DISTANCES
'septic ❑ Holding ❑ S.T.E.P.
To
Septic
Absorption
Lift
Holding
PaismanPrivate
Manufacturer.
Capacity ingallons:
From
Tank
Field
Station
Tank
Sewer Lines
14
70/0
Welh
�Q�j r
/(��j /
MA
tv)A
Lto f
Material: F15L
artm
Number ofCompants:
Surface
Al%A LIFT STATION
Lott
` L f
I
501
Size in gallons:
Manufacturer.
Line
�T
Foundation
I
/ r /
Y
I
'Pump on" level at: "Pum a at:
High water alarm at:
Curtain/A
Pump Make
Electrical Inspections performed by:
Drain
j
Remarks:
BENCH MARK
?RnK-aVQ A / `A , !,
�1 /
Location and Description:
JL7 �Yte' �- I
D O F CO 7E � OtiJ
wAssumed
35 i'S1 /NSULA-ripti/ OVE/2
Elevation:
1,90, ao
AMAL
e!
_ y X
t
Inspections performed by: ERFS Dates: 1st 0? ZS
4
y`
2nd 02 ZG 9(�
�V-, ......„„ .,.t.
.
$'x� , Ljuis A. 5ufbra ode
h • a
��'.a'04,..00..
Department of Heal Hu ervices approval
,tj�
�y ry rc' ct
h �. I
��.:•
ha*
Reviewed and approved b Date:
72-013 (Rev. 9/91) MOA 25
Permit No. 860181
Page 2 of 2
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 and T Subdivision Lot 1 PID No.: 051 282 40
PIONEER DRIVE
165.00'
I
ORPMAY
LOT 1 SWING TIES
A -C = 53.4
100, B -C = 61.4
A -D = 61.5
W I B -D = 80.1
W
H p I HOUSE p
Cn o O
U) e7 M
x
• — MONITOR TUBE
o — SEWER CLEANOUT
¢ — WELL
0 1000 GAL
SEPTIC TANK SCALE 1" =50'
7-31-96
@MNM'S SEAL
165.00' O 4
0
f���A49S`4p
ELEVATIONS Tor CONC STEP. �R PORCH p P Q
�-,E ETA _ SAL %I
(NOT TO SCALE) wu0nrA1. * 49TH ••:v 0
Ar. o....:...... .. .......:....D
g BBPse HvevuTEuv 08.4 B
TwNa 54.4 O LOUIS A. BUTERA : O
4.0 04.0 04.0INO PQ6 S� • CE -6736
\%. Qp o •...... �o
4 '°ROFE$51�=
400p ��
PAGE 1 OF 1
a,o m
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650 'M
ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT
PERMIT NUMBER:SW960181 DATE ISSUED: 7/10/96
DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES EXPIRATION DATE: 7/10/97
OWNER NAME:TAYLOR WILLIAM H &
OWNER ADDRESS:P.O. BOX 770268
EAGLE RIVER AK. 99577
PARCEL ID:05128240
LEGAL DESCRIPTION:
L & T LT 1
LOT SIZE: 48858 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK 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 ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
URED IN THR FIL` ER/ -A R. LAY BE A- {LEAN
G 50A"E 9AIM ERON AN --ADS AP4k%0VM--feUNM, OR THERE MUST
BE A SIEVE ANALYSIS SHOWING THAT THE SAND MEETS MOA/DHHS
CURRENT REQUIREMENTS.
RECEIVED E
ISSUED BY:
DATE: 2-11—"c
DATE: Q
Eagle River Engineering ,Services
Louis Butera, P.B.
P.O. Box 773294 (907) 694-5195 tel
Eagle River, AK 99577-3294 (907) 694-3297 fax
July 8, 1996
Jim Cross, P.E.
Manager, On -Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
Re: L & T Lot 1
Narrative & Permit Application
Dear Mr. Cross:
The proposed septic upgrade will have very limited impact on adjacent properties for the
following reasons:
1. The surrounding lots are large, allowing sufficient room for septic sites.
2. Immediate neighboring septic systems are all +30' distance.
3. Reserve space is adequate, due to absorption capacity.
4. Drainage will not be affected and is not a major consideration in our design.
If you have any questions please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
U 996\96-056A-NAR.DOC
PIONEER DRIVE
S 89d54'0" E
163.00
SEPTIC
AREA
ZO-2
. 6VI1f,
TH19
1000 GAL
SEPTIC TANK
RESERVE AREA
/o -a%
E
AEI1,s SEPTIC
+100• +s0'
NO SURFACE WATER
NO KNOWN CURTAIN DRAINS
WELL/SEPTIC
TO BE
'ED AT OL
CONNECT,
TON CO
SITE PLAIN
®
- TEST HOLE
DRIMAY
N
0
foo
LOT 1
- WELL
— —
- EASEMENT
100,
- PROPOSED LEACHFIELD
WELL
NEIGHBOR
WELL L
WELL LOCATION
xOUSE O
M
CQ
M
�
'd
O
In BED DETAIL
ZO-2
. 6VI1f,
TH19
1000 GAL
SEPTIC TANK
RESERVE AREA
/o -a%
E
AEI1,s SEPTIC
+100• +s0'
NO SURFACE WATER
NO KNOWN CURTAIN DRAINS
WELL/SEPTIC
TO BE
'ED AT OL
CONNECT,
TON CO
SITE PLAIN
®
- TEST HOLE
•
- MONITOR TUBE
0
- SEWER CLEANOUT
- WELL
— —
- EASEMENT
- PROPOSED LEACHFIELD
- EXISTING LEACHFIELD
OWNER: TAYLOR
CONTRACTOR: N A
JOB 96-056 1 DATE: 7/8/96 SCALE 1" = 50'
EAGLE RIVER ENGINEERING SERVICES
P.O. Box 773294
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX. (907) 694-3297
OF•
* : �{ 9 TH'•• '*
....�. .............
...........
��/ ••• LOUIS A. BUTERA•••
CE -67362=
•
I1 pR�ESS IONP ���
r ,
e Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0850
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: I.0YiAr DATE PERFORMED:
LEGAL DESCRIPTION: �eT Z L p T f.Ao/, Township, Range, Section: 7-/sA✓ Azw 6-c 2f'
r SLOPE SITE PLAN
F.1
5
7
9
10-
11
12p
13-7G
14
COMMENTS
w/ 7aou✓y .drove
err.., ge 77/
,
e
WAS GROUND WATER
ENCOUNTERED? *49_
S
IF YES, AT WHAT OL
DEPTH? 141-4 P
E
Depth t® Widi r Aft — �/9 s
met arME? —_7 aft
LI „
PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND 6 FT
PERFORMED BY: NJ/,/ 1 G L S CERTIFY
—THAT
iTHIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS OATS DATE.
EAGLE RIVER
ENGINEERING SERVICES
P.O. Box 773294
Eagle River, Alaska 99577
(907) 694-5195
ERES Project No.: 96-056
Calculated By: LB
Date: 7/9/96
Legal: L&T LOT 1
Single Family 3 Bedroom Dwelling
Bed Subsurface Wastewater Disposal Field
Water use at 150 gallons per bedroom =
Percolation rate =
Wastewater application rate =
Required absorption area =
Bed width (W) =
Gravel depth (D) =
TEST HOLE 1
450 gallons
<1 minutes per inch
0.7 gallons per day per square foot
643 square feet
15 feet
0.5 feet
Required length = Required absorption area / Bed width
Required length = 643 / 15
Required length = 43 feet
Total Excavation Depth = 7.0 feet
NOTE: There is to be a 2' sand
layer of MOA approved filter sand
below bottom of gravel.
v���•�r•.HC�s90
.,�....y............
,.....................
• LDUIS A. BUTERA
'n CE -6736
��aOQ��'ROF ESSIONPo�?d
SINGLE FAMILY ON-SITE WORKSHEET
ERES PROJECT NUMBER: 96-056 CALCULATED BY: LB
LEGAL DESCRIPTION: L&T LOT 1
NUMBER OF BEDROOMS: 3
WATER USE PER BEDROOM: 150
GALLONS
PERCOLATION RATE: <1
REQUIRED TRENCH
DEPTH TO GROUNDWATER: 14
ENGTH (FT)
DEPTH TO IMPERMEABLE LAYER: 14
#VALUE!
ANTICIPATED DEPTH OF COVER: 4
NA
MOUND OR BED SYSTEM
NA
WASTEWATER APPLICATION RATE:
NA
ABSORPTION AREA REQUIREMENT:
NA
MINIMUM BED LENGTH
NA
12 FEET WIDE BED
54
15 FEET WIDE BED
43
TRENCH SYSTEM
MINUTES PER INCH
FEET
FEET USABLE SOIL STRATA
FEET TOTAL USABLE DEPTH:
USABLE SOIL STRATA DEPTH:
0.7 GAUSQ.FT
643 SQ.FT
WASTEWATER APPLICATION RATE: N/S
ABSORPTION AREA REQUIREMENT: #VALUEI
SHALLOW TRENCH OPTIONS
5 FEET WIDE TRENCH
EFFECTIVE REQUIRED TRENCH
DEPTH (FT) ENGTH (FT)
1 #VALUEI
2 #VALUEI
2.5 #VALUEI
3 #VALUEI
3.5 #VALUEI
4 #VALUEI
DESIGN SPECIFICS
FIELD SYSTEM:
GRAVEL DEPTH:
TRENCH OR BED WIDTH:
LENGTH:
TOTAL
EXCAVATION
DEPTH:
FEET
FEET
8
4
GAUSQ.FT
SQ.FT
DEEP TRENCH OPTIONS
3 FEET WIDE TRENCH
EFFECTIVE
REQUIRED TRENCH
DEPTH (FT)
ENGTH (FT)
4
#VALUE!
4.5
NA
5
NA
5.5
NA
6
NA
7
NA
8
NA
9
NA
B (B=BED, S=SHALLOW TRENCH & O=DEEP TRENCH)
0.5 FEET
15 FEET
43 FEET
7.0 FEET
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM
LEGAL: L & T, Lot 1
07/09/96
A. GENERAL
1. The septic plan is for a single family residence only.
2. The drawing and or site plan shall be a part of this specification.
3. All materials and workmanship shall meet the Anchorage Department of Health
requirements.
4. All soil tests are advisory to the design and are to be verified or modified in the field by
the engineer.
5. All excavations and depths are advisory and are to be verified in the field by the
contractor to meet Municipality of Anchorage requirements.
6. It is the responsibility of the owner to obtain all necessary permits or easements and to
locate any adjacent multi -family wells.
7. The excavation is to be exactly in the area shown on the site plan, any deviation
requires engineer approval.
8. It is always recommended that a surveyor locate the nearest lot line position and the
location of any easements.
9. Any remaining open test hole excavations shall be filled.
B. SEPTIC TANK
1. The septic tank shall be an MOA approved 1,000 gallon septic tank placed in the
location shown on the site plan.
2. The existing septic tank and crib shall be pumped, crushed and filled.
C. BED
1. The bed is to follow the natural land contour to maintain uniform total depth of the bed
bottom.
2. The bottom of the bed shall be level, plus or minus 1.5".
3. A 2' filter sand layer shall be required at a total depth of 7'. Material shall be an
ADEC approved filter sand.
3. The total depth of the gravel layer is not to exceed 4' at any point.
4. The effluent line shall be laid level within 0.03'.
5. The bed gravel is to be covered with typar fabric material.
6. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent
is to be placed over the bed.
7. The area over the bed is to be finish graded to prevent ponding of surface water runoff.
8. The septic tank and leachfield must not be closer than 100' to any existing private well,
150' to any Class "C" well, or 200 feet to any community well.
RECOMMENDED LEACHFIELD DIMENSIONS:
BOTTOM OF 2' FILTER SAND LAYER = 7' below grade
BOTTOM OF GRAVEL LAYER= 5' below grade
SAND FILTER THICKNESS = 2' of ADEC approved material
GRAVEL THICKNESS = 6" under pipe, 2" over pipe
BED LENGTH = 43'
BED WIDTH = 15'
SOIL RATING= 0.7 GPD/ft2
SEPTIC TANK = 1,000 gallons
BEDROOM CAPACITY = 3
Twenty-four (24) hours notice required for all inspections.
\1996\96-056a-spc.doc
Municipality of Anchorage
Development Services Department
1, Building Safety Division
On -Site Water and Wastewater Program SA Z,;
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 051- 0,?S go COSA # up O3N
Expiration Date: /0 - 2-7-0 (a
1. GENERAL INFORMATION
Complete legal descripti
Location (site address)
Current Property owner(s) P1_ �l� ler Day phone !c°11e - X881
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing Address
PO- /fox 770xtry. Rivcf-. At<- 1195'7-7
Day phone
L;nelb10-" Day phone
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
Individual Well
[�
Individual Water Storage
❑
Community Class Well
❑
Public Water System
❑
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
131�
Individual Holding Tank
❑
Community On-site
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On -Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On -Site Systems 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 COSAs upon request to homeowners. Certificates of On -Site Systems 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. (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.
4. 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 Eagle River Engineering Services
10421 Vt-VV HO., we
Address _ Fes,, River AK 99577
Engineer's Printed Name C6_ i,; S-0),21,,8 ,- rte, 16)00d
5. DSD SIGNATURE
✓ Approved for .3 bedrooms.
Disapproved.
Phone 04 - 5(°I 5
Date -7 120.1 pp,
Conditional approval for bedrooms, with the following
r LkO�l auanw.
COSA Checklist X Arsenic Advisory
Septic System Advisory Maintenance Agreements
Well Flow Advisory Supplemental Engineer's Report
Nitrate Advisory Other
By: Ul• O Original Certificate Date: %' ,2 ? — O (d
(11ay.1 b05)
Municipality of Anchorage •T
l`
\� Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: L 7 Id 1 Parcel ID: 0.6�1-.2 92 7 y O
A. WELL DATA
Well type �i ✓ai t_ If A. B, or C provide PWSID #
Date completed J -q1 O Sanitary seal (PN) Gft'1'
Total depth _0 ft. Cased to -L-1.10 U ft.
FROM WELL LOG
Date of test otvile ncwn
Static water level ur.kr,ny.hn ft.
Well production «VA k 1,1CLUn 9 P•m•
WATER SAMPLE RESULTS:
Coliform colonies/100 mL Nitrate .2-t mg/L
Arsenic: ug1L date of sample: 2 5 O�
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material it.4-4
Well Log (Y/IQ)
Wires properly protected (VN) (#q-*
Casing height (above ground) 30 n.
AT INSPECTION
-7111 /or,
119 ft.
+ A. g.p.m.
Other bacteria tr colonies/100 mL
Collectedby: Chartts Ret(zarinl
Date installed —7 JX ro I g 6
Tank size I CCO gal. Number of Compartments Cleanouts ON) (dc
Foundation cleanout ON) _0,� Depression over tank (YO �1 High water alarm (YAM `7'l o
Date of pumping =/ % Q Pumper Trp"
s Ru111121 n9
C. ABSORPTION FIELD DATA
Date installed -7 a( qb Soil rating (g.pAA2 ori) Q•7 System type
Length N3 ft. _ Width /S ft. Gravel below pipe o -S ft.
Total depth _E,_2 ft. Eff. absorption area foJ5 ft2 Monitoring tube _i Depression over field
Date of adequacy test -111110(o Results mail) T>g a For 3 bedrooms
Fluid depth in absorption field before test 0_ in. Water added q90 gal. New depth 0 in.
Elapsed Time: Of min. Final fluid depth j_ in. Absorption rate >= d 5O g.p.d.
Any rejuvenation treatment (past 12 mo.) (Ylg& type) `rjvnt 4e rje%A_) / If yes, give date el
D. LIFT STATION
Date installed Size in gallons `Manhole/Access (Y/N1
"Pump on" level at_ in. "Pump off" level at Qin. 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 --±1-20- ' On adjacent lots
Absorption field on lot a too '
Public sewer main 4ItIC '
Sewer /septic service line
On adjacent lots f, I ori'
Public sewer manhole/cleanout -t I �'
Holding tank i 75
Animal containment areas _ + Iuo ' Manure/animal excrete storage areas
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 4-5, Property line -r5' Absorption field -__±5_L_
Water main 4.1 0' Water service line + to, Surface water + Iuo'
Wells on adjacent lots d 100'
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line f 10' Building foundation t 101 Water main + Io'
Water Service line + I o' Surface water _ t I nr,' Driveway, parking/vehicle storage I o0'
Curtain drain SJ ' Wells on adjacent lots + Icky
F. COMMENTS
G. ENGINEER'S CERTIFICATION WLR••
I certify that I 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 Printed Namelnr f Si atpl�n r 12 I iske l' ClOi1S70P11ERA
Date -11201 of, CEIM
COSA Fee S Tau
Date of Payment
Receipt NumberJ!`�9
(Rev. 11/05)
Waiver Fee $
Date of Payment
Receipt Number
ASBUILT 1 SEWARD & ASSOCIATES LAND SURVEYING 694=08:
1 HEREBY CERTIFY THAT I HAVE SURVEYED THE SCALE=
FOLLOWING DESCRIBED PROPERTY:/ OF At4W��
C a�T fG� for /
DATE,
AND THAT NOENCROACHMENTS EXIST EXCEPT AS
INDICATED. IT IS THE RESPONSIBILITY OF THE 121 •• 1' 1
OWNER TO DETERMINE THE EXISTENCE OF ANY GRID' jp ......0
EASEMENTS, COVENANTS, OR RESTRICTIONS / v �{
WHICH DO NOT APPEAR ON THE RECORDED SUBDI- 0j •. o�... Mark Sward
VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD FB: 1�'•, LS-t6918�
ANY DATA HEREON BE USED FOR CONSTRUCTIONYui+
OFFENCE LINES, OR FOR ESTABLISHING BOUND-
ARY LINES. DHA �r �qa q '�w
SGS Ref.M
Client Name
Project Name/N
Client Sample ID
Matrix
Sample Remarks:
1063606001
Eagle River Engineering
L&TLot I
L&TLot I
Drinking Water
All Dates/rimes are Alaska Standard Time
Printed Date/time 07/12/2006 8:03
Collected Datdtime 07/05/2006 10:45
Received Date/time 07/05/2006 11:37
Technical Director Stephen C. Ede
Allowable Prep Analysis
Parameter
Results PQL Units Method Container ID Limits Date Date Init
Metals by ICP/MS
Arsenic ND 5.00 ug/L EP200.8 C (<10) 07/07/06 07/08/06 Mil
Waters Department
Nitrate -N 2.50 0.100 mg/L
EPA 353.2 D (<10) 07/05/06 ALR
%
Microbiology Laboratory
col/IOOmL SM209222D A (<1) 07105/06 TLF
Total Coliform 0
