HomeMy WebLinkAboutCHEROKEE RIDGE LT 4Cherokee Ridge
Lot 4
#015-272-97
Municipality of Anchorage
On-Site Water and Wastewater Program • (907) 343-7904 Page of
ON-SITE WASTEWATER INSPECTION REPORT DEC 0 2 2015
Permit Number: OSP151267 PID Number: 015-272-97
Dwelling: ® Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project. IN New ❑ Upgrade
Name:
White Raven Development, Inc.
ABSORPTION FIELD
M Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound
Address
12580 Old Seward Hwy. Anchorage, AK 99515
0 Other
Phone
Number of Bedrooms
Soil Rating Total depth from original grade
5
.8 GPD/SF 10.5 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
2.8 Ft.
Gravel depth beneath pipe
8 Ft.
Subdivision Block Lot
Cherokee Ridge 4
Fill added above original grade FL
1.5-2.5
Gravel length
60 Ft.
Township Range Section
Gravel width
3 Ft.
Beds: Number of Lines
Distance between lines
Ft,
SEPARATION DISTANCES
TO
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
960 FP
One
Ft.
well
>100'
>100'
>100'
>75'
>25'
TANK III Septic ❑ S.T.E.P. ❑ Holding 0Other
Manufacturer
Anchorage Tank
Capacity
1,500 Gal.
Surface water
>100'
>100'
NA
NA
Material
Number of compartments
Lot Line
>5'
>10'
NA
NA
Steel
Two
NA
Foundation
>5'
>10'
NA
NA
LIFT STATION
Manufacturer
Capacity
Curtain Drain
None
I Noted
cal.
Remarks
Pump on level at
in.
Pump off level at
in.
High water alar at
in.
Pump make and model
Electrical Inspections performed by
Installer
PIPE MATERIAL House to tank D3034 drainfieldn d D 3034
White Raven Development, Inc.
Drainfield F810 Conwr
Inspector W. Roberts
BENCH MARK (Assumed elevation) 100.0 ft
Inspection in $�24/15'� $/24/15 U"'�
dates:
Location and description
2
s'" a
Garage Slab
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Engineers Stamp
Conditional Approval: Date.•'••
OF Ik'
•�! ......... a
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MICHAEL E.4ANDER SON�
`•QST, No. E- 381
Approved Gl/ Date��
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Municipality of Anchorage
DEVEOPMENT SERVICES DEPARTMENT
4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904
On -Site Wastewater Disposal System or Well Inspection Report
Permit Number: OSPI61267
`f s
.5
98.5
0)rMnUV
1,500
Tank
v
2
Page 3 of 3
PID No. 015-272-97
� LO
n
4-21-14
60' (Trench Length)
49th
f ffA I. MICHAEL E. ANDERSON
PROFILE AS -BUILT 3; Na. CE 4381
No Scale ���'''�:',�.'_;
93.1
M
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 BRAGAW STREET ANCHORAGE, AK 99519-6650
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE: . 8/24/15
PARCEL ID#:
DEPTFT
(feet)
1 OB/OG
2
3
4
5
6
7
8
9
10
11
12
13
16
17
18
19
20
PROJECT No.:
TECHNICIAN: W. Roberts
TEST HOLE 4A
Silty GTavel
with Sand
GM/SM
SITE PLAN
See Site Plan
t
DATE
No
WAS GROTND WATER ENCOONITRF.D?
C
DEPTH TO
LVATER
(INCHES)
IF YES r WITATD=11?
8/24
TEST HOLE PRESOAKED PRIOR TO TESTING:
DEPTH OF WATER AFTER MONITORING:
None
DATE OF MONITORING:
9/15/15
DATE
REAPING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH TO
LVATER
(INCHES)
NET DROP
(INCHES)
8/24
TEST HOLE PRESOAKED PRIOR TO TESTING:
110:13
0.75^
2
10:43
30
3.00^
2.25"
3
10:44
1.00°
4
1.0:45.
30
3.25°
2.251
5
10:46
0.75^
6
11:16
30
3.00"
2.25"
PERCOLATION RATE:13.3 (MLN/INCH) PERE. HOLE DTA. 6 (INCHES)
TEST RIJN BHTWEEN: 4 FT. and_5_�FT.
COMMENTS: TESTHOLE PRE SOAKED PRIOR TO TEST. TEST HOLE PLACED TO VERIFY SOILS FROM SUBDIVISION DEVELOPMENT.
SOILS ENCOUNTERED ARE SIMILAR TO THOSE ANTICIPATED. SOIL LENSE (GM/SM) VVAS UNIFORM FULL DEPTH.
TEST PERFORMED BY ANDERSON ENGINEERING. i, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 12/4/15
Alpine Drilling & Enterprises
r
{ Well Log
Permit Number. #SW 151267 Date of Issue: 8-6-15 Parcel Identification Number: 01527297000
Date Started: 9-09-15 Date Completed: 9-10-15' Is well located at approved permit location? x Yes ❑ No
Legal Description: Cherokee Ridge Lot 4
Property Owner Name & Address: Hultquist Homes Inc
12580 Old Seward Highway
Anchorace, Alaska 99515-3506
Borehole Data:
Depth (ft)
Method of Drilling x air rotary ❑ cable tool
Soil Type, Thickness & Water Strata From
To
Casing type: steel
Stick-up
0
2
Wall Thickness: .250 inches
Organics & sill
2
3
Diameter: 6 inches Depth: 241 feet
Liner Type:
silt
3
4
Diameter: inches Depth: _ feet
gravelly silt
4
18
Casing stickup above ground: 2 feet
Static water level (from ground level): 152 feet
cobbly gravel 18 34
silty cobbly gravel
34
60
Pumping level. --L35 feet after
gravelly silt
60
96
2 hours pumping 20+ gpm
Recovery Rate: 20+ gpm
silty gravel
96
151
Method of Testing: airli
Sill
151
159
Well Intake Opening Type:
water sand & gravel 2 gpm
159
163
x Open End ❑ Open Hole
sill `
163
168El
Screened Start_ feet Stopped _ feet
❑ Perforations Start — feet Stopped ? feet
gravelly silt
168
180
Grout Tyne: bentonite granules Volume:
sandy sill wet
180
235
tart 0 feet Stopped feet
Pump: Intake Depth _ feet
silty water sand & gravel 235 241
Pump size _ hp Brand Name
Well Disinfected Upon Completion? x Yes ❑ No
Method of Disinfection: chlorine tablets
WATER QUALITY TESTING
Comments:
GDIi(orm bec C011100mL
NIh ISS 1-6R
MA
Well Driller: Alpine Drilling&Enterprises
Arsenio ND
Ug/L
PO Box 110496
Anchorage AK 99511
RECEIVED
SEP 14 20th
07/30/2015 04:59 907-345-0202 ALPINE DRILLING
Development Servlces Department
Building Safety Division
• On -Site Water & Wastewater Program
4700 Elmore Road
P.O. Box 196650
Merkg69kh Anchorage, AK 99507
Mayor W WzMUrl.an/onsite
(907}349-7904
Pump Installation Log
Well Drilling Permit Number: SW +61287 Date of Issue: 8.6-16
Parcel identification Nombert616272970o
PAGE 01/01
baD
Legal Description
Property Owner Name & Address:
Chemkee Rklge Lot 4
HuRquiat HMM Inc
1269017ld SeWard HID"
Anammae, Alaska 99615.3906
Pump Intal 2000 Date: iiM16
Pump Intake Depth Below Top of Well Casing. 297
feet
Pump Manufacturer's Name: Gams
Pomp Model: 108H10
Pomp Size + hp
P itless Adapter Burial Depth: WA feet
19tless Adapter Manufacturer's Name: MA
Pitless Adapter Installer. WA
Well Dlstafeeted Upon Completion? V1 Yes No
Method of Disinfection:
Comments:
Pump Installer Name: Aermv pomp a well serwce, LLc
P.D.S 119496
Anchomge, AK 99611-0496
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
F dtiilSX+!�e�
Permit Number:
Tax Code Number:
On -Site Water & Wastewater System Permit
OSP151267
01527297000
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Work Type: WellSeptic Initial
Permit Effective Dates: August 06, 2015 to August 05, 2016
Design Engineer: ANDERSON ENGINEERING
Subdivision: CHEROKEE RIDGE
Site Legal Address: CHEROKEE RIDGE LT 4 G:2635
Owner/Address: HULTQUIST HOMES INC
12580 OLD SEWARD HIGHWAY ANCHORAGE AK 995153506
Site Mailing Address: 11490 ELMORE RD, Anchorage Lot Size in Sq Ft: 57203
Total Bedrooms: 5
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N Water Storage
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 wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Special Provisions: PRIOR TO CONSTRUCTION: A new test hole (USC visual classification,
7 -Day Groundwater elevation, Percolation test results) shall be completed to verify the design.
Percolation testing shall be for all soil stratum used for absorption in the design. If required, an
approved change order shall be issued prior to construction. The test hole results shall be
submitted with the inspection report.
Received B
Issued By:
S_
1,
MUNICIPALITY OF .
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
ANCHORAGE
yam,
Phone: 907-343-7904
Fax: 907-343-7997
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 015-272-97
Property owner(s) Hultquist Homes, Inc. Day phone
Mailing address 12580 Old Seward Highway Anchorage, AK 99515
Site address 11490 Elmore Road Anchorage, AK 99516
Legal description (Sub'd., Block & Lot) Cherokee Ridge, Lot 4
Legal description (Township, Range & Section)
Lot Size 57,203
Sq. Ft.
Number of Bedrooms
Five (5)
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(N all that apply)
Absorption Field
❑
Initial 0
Single Family (SF)
Q
(w/wo ADU)
Septic Tank
El
Upgrade ❑
Duplex
❑
(D)
Holding Tank
❑
Renewal ❑
Multiple Dwellings
❑
Privy
❑
(SF and/or D)
Private Well
n
Water Storage
❑
THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR:
Dis tance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
WQ,j E
(Signature of property owner or authorized agent)
Permit/Rush Fees: 9A 12454- 4-16u Waiver Fees:
Date of Payment: 81(PII'S Com+- Date of Payment:
Receipt Number: (%3Ln Receipt Number:
Permit No. O5P) 5I2*1 Waiver No.
Permit App_9-1-12.doe
August 5, 2015
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, AK 99519-6650
Subject: Lot 4, Cherokee Ridge Subdivision
Septic System Design and Permit Application
Impacts to Adjacent Properties
Dear Onsite Services Engineer
The owner of Lot 4, Cherokee Ridge Subdivision intends to construct a new five -
bedroom home on the lot. We are therefore requesting a permit be issued for the
construction of a new well and septic system to accommodate the home. The attached
Site Plan and backup documentation identify the location and configuration of the
proposed well and septic system along with the alternate site. Also identified on the
plans are the existing wells in the area and septic systems on surrounding lots. No
conflicts exist between the proposed septic system and well or septic systems and wells
on adjacent lots. Drainage contours are shown on the site plan showing the grade and
direction of flow on the lot. The drainage pattern will not be changed as a result of this
project.
The test hole placed on the lot in the area of the absorption trench and alternate site
indicate silty gravel with sand (GM). The percolation rate of the soil was determined to
be 11.9 minutes per inch. No groundwater was found during the placement of the test
holes and. none was noted during the monitoring period. An application rate of .8
gallons per day per square foot was used in the design of the absorption system. We
are proposing to place a new 1,500 -gallon Septic Tank and a 60' long by 3' wide by 8'
effective depth absorption trench to treat and dispose of the effluent generated in the
house. The elevation of the distribution line in the absorption trench will be 3' below the
surface and the total depth will be 11'. A minimum of 3' of fill or 2" of insulation and 2'
of fill will be placed over the absorption trench and 4' over the septic tank.
The ground surface on the lot in the area of the septic system slopes to the northwest
at a shallow grade with some cross sloping from the east. The new trench will be
constructed parallel with the contours of the slope as much as possible in conformance
Lot 4, Cherokee Ridge Subdivision
August 5, 2015
Page Two
with Municipal requirements. The new septic system will be constructed a minimum of
100' from all wells and any surface water and 10' the proposed and existing water
services in the area.
If the system is constructed in accordance with our design the following statements
apply:
1. The system, if constructed as designed, will have no adverse impact on the wells
in the area or those to be constructed in the future.
2. The system, if constructed as designed, will have no adverse impact on existing
septic systems in the area or those to be constructed in the future.
3. The system, if constructed as designed, will have no adverse impact on reserve
space, either surface or subsurface, on any lots located in the area.
4. The system, if constructed as designed, will have no adverse impact on drainage
patterns in the area. The current drainage pattern will be maintained.
Sincerely,
Michael E. Anderson, P.E.
Attachments
49th •�.
MICHAEL E ANDERSON
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LOT 4, CHEROKEE RIDGE SUBDIVISION
DESIGN FACTORS: SYSTEM REQUIREMENTS:
Five Bedroom Home Deep Trench System
Pere. Rate: 11.9 Min./Inch 1,500 Gallon Septic Tank
Application Rate: .8 GPD/SF 8' Drainfield Rock
5 Bedrooms X 150 GPD/.8 GPD/SF (Application Rate) = 937.5 SF Absorption Area
937.5 SF/16 SF/LF = 58.6 LF Trench Length
THEREFORE: Construct 60' Long x 3' Wide x 8' Effective Depth Absorption Trench at the Location
Shown. Flow Line Elevation in Trenches to be 3' Below Original Ground Surface. Total Depth to be 11'
Below Existing Ground. Provide 4' Cover Over Septic Tank and 3' Cover Over Absorption Trench. Maintain
100' Separation from Wells in the Area.
Natural
Backfill
2'6"
Geotextile
Fabric
6„ O 4" Perforated
PVC (Holes Down)
LKII
3' -11
Drainfield Rock
TYPICAL DEEP TRENCH SECTION --
OF
(NO SCALE) p�p-............ q( •�
NOTE: Grade Area Over Trench to Drain Away.
Minimum 6' Separation From Bedrock.�..; 49th
:..
Minimum 4' Separation From Groundwater.
�................. .....:.
Minimum 100' Separation From Wells in the Area. MICHAEL E. ANnn�oeasoN
Minimum 100' Separation From Surface Water or Streams. #U-11\ No. CE -0 81 ,.:
7
8
9
t0
ON SILTY SANDS
11 sM AND GRAVELS
12
TEST HOLE 4
NONE'
1
OR
ORGANICS
2
jolq-11y
140.4
13
3
12.25
TIGHT SILTY
7.61
3.09
GRAVEL
4
GM
4.65
6
4
18
S
7.33
GRADUAL SOIL
8
12:59
INTERFACE
7
8
9
t0
ON SILTY SANDS
11 sM AND GRAVELS
12
MONITORING?
NONE'
13
4/21/2014
S,is /IY
14
jolq-11y
140.4
13
2
12.25
16
7.61
3.09
W
12:26
4.65
BOH
4
18
30 MIN
7.33
DATE PERFORMED: 4114114
49TH
.MICHAEL E. AND
)sf , CE 4381
#'ceF" :,(-I)
SOILS LOG - PERCOLATION TEST
SLOPE
x
TH
vvro unuuZ VVA I en
ENCOUNTERED? N
IFYES, AT WHAT
DEPTH? NONE'
DEPTH TO WATER AFTER
MONITORING?
NONE'
DATE:
4/21/2014
S,is /IY
A�l1{ool
jolq-11y
140.4
SLOPE
TH
x
READING DATE
CLOCK
NETTIME
WATERTIME
LEVEL
READING
NETOROP
1 4114/14
11:65
--
4.52
--
2
12.25
30 MIN
7.61
3.09
3
12:26
4.65
4
12:56
30 MIN
7.33
2.78
8
12:59
5.92
e
1:29
30 MIN
7.41
2.61
PEROLATION RATE 11.9 (minBnch) PERC HOLE DIAMETER 6lnche8
TEST RUN BETWEEN 5.6 FT AND 6.5 FT
n. Prec hole Was presoaked. Perc test ran fnr
at least 1.5 hours. Last three readings reported Bottom of Pere hole In GM/SM Test performed in
representative soil.
PERFORMED BY: Steven R. Pannone RE. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPPA�L�GTTUIDL77II�NEES THE DATE OF THIS TEST.
NOTES:
7I�NT�E�FvFEf(C+TTTIlON
PANNONE ENG UVC LLC
PA. BOX 100217 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
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$ 4a�n'node�
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Dote
5�27�2014
FOR MOA REVIEW ONLY
scaNTs
PID
212 222
PERMli N0.
x
T12N R3W, SEC 21 N2SE4SE4NE4
BRIAN T. HARTEN$'teveCE
ELMORE
ANCHORAGE, AK 99516
SOILS LOG
SheetOF 5
t
5, ,STATEMENT OF INSPECTION BY ENGINEER
As certified by my eal affixed hereto and as of the validation date shown below, I verify that my investigation,
based on procedures outlined in the Certificate of. On-$fte 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 tiedrooms 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.
Anderson En. ineerin Phone 522-7773
Name of Firm g g
Address P.O. Box 240773 Anchorage, AK 99524
Michael E. Anderson, P.E. 11/30/2015
Engineer's Printed Name._ Date
wo��E OF
P S �e
+ y 49th
6. DSD SIGNATURE - r
T�'t , -
0#.';T%..
'MICHAELE ANDERSON
System #'!.Approved for bedrooms +00.
^'
System #2 Approved for bedrooms
\f
410,
t410, FESS%
Disapproved
Conditional approval for bedrooms, with the following stipulations:
Or
��iiI�STT'� Gi
=� WATER AND
.WASTEWATER z ,
PROU iv,
By: Original Certificate Date:
- The Municipality of Anchor a Development Services DivWon (oSD) issues 'Certificates-of Onsite Systems Approval (COSA),.based _only
upon the representations+.given in paragraph 5 by an. independent professional dvil 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.._ ATTACHMENTS;
COSA Checklist X Nitrate Advisory
Septic System Advisory "' Arsenic.Advisory ,
Well Flow;Advisory. Other
COSAMiesheet_f '. •� c:. _
N more than 1 septic system is on the lot
COSA Checklist # of _
Structure served by this system
Certificate of On. -bite Systems Approval Checklis#
Legal Description: Cherokee Ridge, Lot 4
Parcel ID. 015-272-97
,
A. WELL DATA
Well type Private lf,A, B, or C provide PWSID # Well Log (Y/N) Y
Date oompieted 9/•10/15 San• y tatted (Y!N) YY —
241 241 �N) Wiresroperly pro �1$
Total depth _ft Cased to ft Casingheight (above ground) in.
FROM -WELL LOG AT INSPECTION
._Date of te:;f
F1Of15 '
-Staff water level ft it
WATER SAM�C
20 g.p.m::
g -P•
E RESULTS.
Coliform - 0 .. coionies1100 mL Nitrate mg/-
� Arsenic ND uglL Date of sample: 11/19/15 Collected by: And.Engineering
B SEPTIC/HOLDING TANk DATA
Tank
_
Type/Material Sep#C/Steel.
Data installed
$'/24f15.urrd'
Tank size 1,500 gat. Number of cocrharanents.2 %^ -c7e06uts (YrN)
Foundation cleanout (Y/N) Y
Date of pumping New Const.
C. ABSORPTION FIELD DATA
Depression over tank (Y/Nj N High Water alarm (Y!N) N
Pumper
Date installed 8/24115 SoN rafin9 (g•P•d./itz or ft e/bdrrn) •8 GPDISF -systeDeep Trench
m.type
Length 60 ft. Width 3 ft travel below Pipe $, •� R.
Total depth... 13,- ft. - Eff. absorption area 960 .��+ianrtcring tube Y.'" WprBssish over`fleld"N
Date of adequacy test New Const. Results (PasslFarj) For _bedrooms,
Fluid ddPth in absorption field before test in. Water
added - gad. New depth
Elapsed Time: min.' Final fluid depth in. Absorption rate x g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y!N &type) N If yes, give date
D. LIFT STATION
Data installed
"Pump on" level at in.
Datum
E. SEPARATION DISTANCES
WELL ON LOT TO:
Size in gallons Manhole/Access (Y/N)
"Pump ofP level at in. High water alarm level at
Cycles tested
Septic tanknift station on lot >100'
Absorption field on lot >100'
Pubgo-sewer main >75'
Sewer /septic service line >25'
Animal containment areas >50'
SEPTIC/HOLDING TANK ON LOT TO
Meets alarm & circuit requirements?
in.
On adjacent Tots >100'
On adjacent lots >100'
Public sewer manhole/cleanout >100,
Holding tank >i
Manura/animal excrete storage areas >100'
Building foundation ` >5 property fine >5 Absorption field >5
Water main >10' Water service One >10' Surface water >1 d.0'`
Wells on adjacent lots
ABSORPTION FIELD ON LOTTO: �
Property line >10, Building foundation >10' Water main N VAI. >I -Of
Water Service fine>10' ;. Surface water >109 Drumaway: paddngly Ide storep
Curtain drain None Noted Wells on adjacent lots >100'
F. COMMENTS
Cosnbm" 10.10-12.doo
G. ENGINEER'S CERTIFICATION
I car* that 'l have determined through field inspections and
review; of Municipal records that th@ above. systems are in
iyi
a.•�E
confaran a with MOA COSA guidelines in effect on this date.
Engineer's Printed Name Michael E. Anddis6n,'P.i=.
Date 11 /30/2015
MICHAEL E. ANDERSON ...,
•:{;,.
O0, f�9 NO. CE -4381
Cosnbm" 10.10-12.doo
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SGS Ref.#
1156810001
Client Name
Anderson Engineering
Project Name/#
11490 Elmore Road
Client Sample 1D
11490 Elmore Road
Matrix
Drinking Water
Sample Remarks:
Parameter
Results
LOQ
Metals by ICP/MS
11/24/15 11/24/15
EAB
Arsenic
ND
5.00
Waters Department
11/20/15
NEG
Total Nitrate/Nitrite-N
1.69
0.100
Microbiology Laboratory
E. Coli
Negative
1
Total Coliform
Negative
1
Printed Date/Time
Collected Date/Time
Received Date/Time
Technical Director
11/25/2015 13:55
11/19/2015 13:50
11/19/2015 16:50
Stephen C. Ede
Allowable Prep Analysis
Units Method Container ID Limits Date Date [nit
ug/L
EP200.8
C
(<10)
11/24/15 11/24/15
EAB
mg/L
SM21450ONO3-F
B
(<10)
11/20/15
NEG
100mL SM219223B A
100mL SM219223B A
11/19/15 MEV
11/19/15 WV