HomeMy WebLinkAboutGLENN VIEW ESTATES LT 1205\-
Municipality of Anchorage Page
' 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
N~me:%~R ¢~ ~~ Wastewaler Syste~: ~New B Upgrade
Address;
Po~ ~ ~/~ ~ ~¢~ ABSORPTION FIELD
Phone: ~No. of Bedr~s: ~D~pTrench ~ShallowTrench BRed ~Mound BOther
Total Depth fro~ origin~gra~:
LEGAL DESCRIPTION s°i'"=""~: /.% ~,,/s,.~,. ·
Lo{: Block:
Tow.ship: [.ange: IS~,iom Fillad,eda~:v~or~gi~l~ade: Ft. Gravel[ength: 7~.~--~ Fl.
WELL: ~New U Upgrade Gravel width:
Ft.
Classification (Private, A.B.C): Total Depth: Cased To: Total absorption area: Pipe material:
Yield: Pump Set ~ J ~sing Height A~ve Ground'
SEPARATION DISTANCES Cs~¢ic u ,o~d~,, u sm~.~.
To ~ptic Abso.tion Li. Hofding 'u,lic.riva, .anufa~ ~ ~pac,~ingal[ons=
Fro~ Tank Reid etation Tank ~.er Lin~
Well- I001+ /00'~ ~ ~
su~a~ '+ LIFT STATIO~
Lot Size in ga,,ons: J Manufactu.~ ~
Foundation ID'+ /D'~ _ _ -- "Pump on" level~ o~' level at: J High wa,er a,arm at:
Remarks: ~o~'/ C¢~ ~/~ BENCH MARK
J Assum~Elevatlon: /O ~ ft
ENGINEER'S SEAL
Department of Health and Human Se~ices a~r~gai
72-013 (Rev g/95) MOA 25
AS-BUILT SYSTEM DETAILS/SITE PLAN Permit swsso4s4
LOT 12, GLENN VIEW ESTATES S/D PID~051-52i-49
sins '5i'is"v s04,19 ~WELL ~ ~ X ~ ~
~ELL.. . ~
A-C=47,3' ~ ......
B-C=22,9' ~ ~ ~ ~ ~ ~ ~
...... ~ FINAL GRADE ~ ~~
~ ~ REX TURNER : .
'-. -- .'"' BOUNDARY: LANG e~*~: KMD
................ ¢' ~ ASBUILT: OffS, EAGLE RIVER, AK 99577'8736
AC*O am 98149.DWG oo, No.: 98149 (907)696--6111/F~ {907~096--8111
TURNER CONST.
LoCAtiON :OF
Fax:907-745-8555
BOREHO.LE DATA:
Ma~eri~l Type and Color
Depth
From' ' To
WELL DEI~TH:
Oeptl~ of hole:~ft
Depth' ef caKing:,c:~_4~_~h I /' I,.~ / ¢~
DEI}T~Hzl'O STATIC WATER LEVEL:
_//'iL c~. ft below '~top of casing [] ground surface
METHOD OF DRILLING: ,~ ~ir rotan/ ' cr,¢~b!~ ]poi.
WELl" INTA, K, E.'OPENING TYPE:~ dpel~"eiqd' [~" ~re~ned. '
SCREEN TYPE: '.~ ' Diam: in.
SlX)t/Mesh Size; ,- '" Length: · ft
CONTRACTOR
Sig~
GRAVEL PACK' TYPE; ~
Volume used: '~ ' Depth to
GROUT TYPE:
Depth: from ft to
DEVELOPMENT METHOD: ~
Dui~tion: ~ .., -
PUMPING LEVE~. AND '~IELD;' . · '.
ft~fter -:. ~ · ~rspumping' ¢~ .. -(]nm
WELL DISINFECTED UPON COMPL~ION7 ~ YES .~ NO
MINING & WATER MGMT
:~ ".: .'~ ~?,:'·,ANCHORAGE'AK 99503-5935 "{: ' '
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM /WATER SUPPLY PERMIT
Initial
Date Issued: Nov 09, 1998
Expiration Date: Nov 09, 1999
Permit Number: SW980434
Legal Description: GLENN ViEW ESTATES LT 12
Design Engineer: 0070 KND Engineering
Owner Name: Turner Construction
Owner Address: PO Box 3489
Palmer, AK 99545-
Parcel ID: 051-521-49
Site Address:
Lot Size: 55968 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
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
(907) 343-4744 ( 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.
KMD ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE PdVER, AK 995YY-SY36
(907) 696-6111/FAX (907) 696-8111
November 3, 1998
Municipality of Anchorage
Dept. of Health & Human Services
On-Site Services Section
P. O. Box 196650
Anchorage, Alaska 99519-6650
Subject: New sewer/well permit ~ Glenn View S/D, Lot 12
Gentlemen:
The owner has requested we proceed forward to obtain a well and septic permit on
the subject lot. There is one previous testhole with monitoring tube that was dug
during the preliminary plat process and we have verified. In addition, we have dug
two more testholes which verify the previous data and we confirmed the
percolation rates of the upper layer. We have designed our system utilizing the
water monitoring of the original testhole and the soils information for the new
testholes. A four-bedroom house is proposed for this lot. The results of the existing
testhole and water monitoring are attached (the originals are on file with DHHS
from the plat). Included also are our test results.
We propose to install a 5' wide shallow trench. The original testhole indicated water
at 10 feet and we have maintained our system in the top 4 feet of material although
this testhole was dry when we inspected it on November 3, 1998. No water was
observed in the testholes during our excavation although we did not install
monitoring tubes due to the previous investigation and monitoring that was still in
place. Additional fill will be placed over the system to provide a minimum of 3' of
cover when complete.
There are no public or private wells within 200' of our proposed system location
except as noted. There is neither surface water within 100' nor any curtain drain
within 50'. We do not expect there to be any adverse effect on adjacent lots by the
development of this system.
If you have any questions, please contact me at 696-6111/FAX 696-8111.
Respectfully submitted,
~EIID Engineering
attachments: On-Site Well and Sewer Application
Wastewater Absorption System Details/Site Plan
Soils Log/Percolation Test
WELL 8< WASTEWATIZR DISPISSAL SYSTEM DETAILS/SITE PLAK
LET 12, GLENN VIEW ESTATES
r~' ' ~
~o p ~N g
................................ ~~~ .............................. a~.~,~,~-
~ESIGN gETaILS
4 BDRM X 150 GPO = 600 GP~
600 GPg/1,a GPD PE~ SQ. FT. = 500 SQ. FT
(500/(5')) X O.7(RF) (~,0' GRAVEL) = 70 FT, TRENCH
PRBPBSEB SYSTEM. To~L depth of system is a,5' from original grade.
NB PRIVATE WELLS UITHIN aO0' or To~L depth of gr~veL below distribution pipe is
PROPOSEg UELL EXCEPT AS NOTE~, NOTES:
l, USE ]~50 GALLON SEPTIC TANK, INSULATE TANK IF <4' COVER.
a. INSULATE TRENCHES WITH ~' Hg 3URIAL FOAM,,
3, CONTRACTOR WILL ENSURE MAXIMUM a% SLOPE INTO SEPTIC TANK,
4. ADBITIBN~L FILL WILL BE AggEg BVE~ SYSTEM TB ACHIEVE
~~ MIN, 3' COVER IF REQUIRED,
.
~ P,O, BOX 3489 StoLe: 1'= 100'
I , KENNETH M. D~S FIELD 800XS Co,Pu~o: ENGINEERING
~ % C~--Vll6 ~ ~ B°UNBA~Y:LANG .~AV~: KMD
'i'~ · / / ~ 20441 PTARMIGAN BLVD.
m~m~O~sslO~~ LANG o*~[: q1/5/ga EAGLE RIVER, AK 9957?-8236
WASTBWATER DISPBSaL SYSTEH DF-TAILS
LBT la, GLENN VIEW ESTATES S/D
50 EAL T
/
/ C
/
4 iDR
N~
PREPARED FI]R:
REX TURNER
TURNER Cl]NST, On,, I'NQ
P,O, BOX 3489
PALMER, ALASKA 99645
FIELD BOOKS
BOUNDARY: LANG oR^'.'a: KMD
STAKING: LANG CHECKED: KMD
^SeU,LT: LAN6
FILE:
ACAD FIL~: 98149.DWG
11/5/98
NW1560
JOS No.: 98149
ScaLe: 1"= 20'
PAGE 2 BF 2
~) ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
I (907)696-6Ill/FAX (907)696-8111
90441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
[<,,"... c[ 7;t6 ..'
SOILS PERCOLATION TEST
~l ~ li ~.~I~~I~
Turner Construction Date Performed: 11/03/98
Performed for:
Project:
Glenn View Est. Lot 12
TEST HOLE # 98-1
5-
6-
7-
9-
10-
11-
12-
13-
14~
15-
16-
17-
19-
20-
GP
GM- increase density
w/depth
B.O.H.
SITE PLAN FOR HOLE LOCATIONS
Was Ground water encountered? NO What depth? N/A
Depth towater after monitoring? N/A Date N/A
Reading Date Gross Net Depth to Net
Time Time Water Drop
i 11/3/98 1:10 12"
2 1:20 10 min 2" 10'
3 * 1:21 12"
4 1:31 10min 2 1/8' 9 7/8'
5 * 1:32 12"
6 1:42 10 rain 2" 10"
7 * 1:43 12"
8 1:53 10min 2 1/8' 9 7/8"
9 * 1:54 12"
10 2:04 10 min 2" 10"
11 * 2:05 12"
12 2:15 10 rain 2' 10'
· Water Added
Percolation Rate I (rain/in) Perc Hole Diameter 6"
Test Run Between 2.5 feet and 3.5 feet
Comments Water monitored in ERES test hole on lot
1, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
J_~J_~]J[_~ENGINEERING ~'~-'" 49m '~
20441 PTARMIGAN BLVD. ~'"'TY-"~ I ~ . ~
EAGLE ~VnR, AK 99577-8736 ~.~~:.~'~
SOILS PERCOLATION TEST *;.~ 'i..~2~k~7~~
Performed ~or: Turner Construction Data Performed: 11/03/98~
Project:
Glenn View Est. Lot 12
TEST HOLE# 98-2
GP
2-
3-
5-
6-
7-
GM- h~crease density
8- w/depth
SITE PLAN FOR HOLE LOCATIONS
10-
11-
12---
13-
14-
15~
16-
17-
18-
19-
20-
B.O.H.
Was Ground water encountered? NO What depth? N/A
Depth to water after monitoring? N/A Date N/A
Reading Date Gross Net Depth to Net
Time Time Water Drop
I 11/3/98 1:15 12"
2 1:25 10 rain 2" 10"
3 * 1:26 12"
4 1:36 10rain 2 1/8" 9 7/8"
5 * 1:37 12'
6 1:47 10min 2 1/8' 9 7/8"
7 * 1:48 12"
8 1:58 10rnh~ 2 1/8" 9 7/8"
9 * 1:59 12"
10 2:09 10 rain 2" 10"
11 * 2:10 12"
12 2:20 10 rain 2' 10'
· Water Added
Percolation Rate 1 (rain/in) Perc Hole Diameter 6"
Test Run Between 2.5 feet and 3.5 feet
Comments Water monitored in ERES test hole on lot
I, Kenneth M. Duffus, certify that this test ~vas performed in accordance with all State and Municipal guidelines in
effect on this date.
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
]1
SOILS PERCOLATION TEST
Turner Construction Date Performed: _11/03/98
Glenn View Est. Lot 12
'PEST HOLIi # 98-1
6-
8-
9-
10-
11-
13-
14
15-
16-
18
19
20
GP
GM- increase density
w/depth
B.O.H.
SITE PLAN FOR HOLE LOCATIONS
What depth? N/AI
., /
Depth to water after monitoring? N/A Date ~/I/~'/~]~]
Was Ground water encountered? NO
Reading Date Gross Net Depth to Net
Time Time Water Drop
I 11/3/98 1:10 12"
2 1:20 10 min 2" 10"
3 1:21 12"
4 1:31 10rain 2 1/8" 9 7/8"
5 * 1:32 12"
6 1:42 10 min 2" 10'
7 * 1:43 12"
8 1:53 10 ~nin 2 1/8" 9 7/8"
9 * 1:54 12"
10 2:04 10 rain 2" 10'
11 * 2:05 12"
12 2:15 10 mm 2"-- 10"
Water Added
Percolation Rate I (rain/in) Perc Hole l)iameter 6"
Test Run 13etween 2.5 feet and _ _3_:5~. feet
Comments Water monitored in L;RF, S test hole on lot
I, Kem~elh M. l)ufhm, certify that this test was performed in accordance with all Slate ami Municipal guidelines in
cifccl on this date.
EAGLE RIVER, AK 99.577 8736
Performed for:
Project:
SOILS PERCOLATION TEST
Turner Construction
.
.-' %.'"
...................................
Date Performed: ~1/03/98
Glenn View Est. Lot 12
TEST HOI.E/4 98-2
5-
6-
7-
8-
9-
10-
12- --
13-
14-
15-
17-
19-
2/)
GP
GM- increase density
w/depth
B.O.H-
SITE PLAN FOR HOLE LOCATIONS
Was Ground water encountered? NO What depth? N/A
·Depth to water after monitoring? N/A Date ~ ///~/~
Reading Date Gross Net Depth to Net
Time Time Water Drop
! 11/3/98 1:15 12"
2 1:25 10 mm 2" 10"
3 * 1:26 12"
4 1:36 10 mtn 2 1/8" 9 7/8"_
-- 5 * 1:37 12"
6 1:47 10Inin 2 1/8" 9 7/8"
7 * 1:48 12"
8 1:58 10mtn 2 1/8" 9 7/8"~
9 * 1:59 12"
10 2:09 10 mtn 2" 10"
11 * 2:10 12"
12 2:20 10 mi~n. ' 2" 10"
* Nater Added
Percolation Rate I (rain/in) Perc Hole Diameter
Test Run Between 2.5 feel and 3.5~ feet
Comments Water monitored ~ F,R[iS test hole on lot
I, Kenneth M. Duffus, certify thai this Is'sI was Performed in accordance with all State and Municipal guidelines
ellect on this date.
Parce I.D. #
051-521-49
GENERAL INFORMATION
Complete legal description
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 :" '' -'
LOT 12 ~V]~W ESTATES ' '-
Location (site address or directions)
CHUG[AK
Property owner
Ma!ling ad .dr~s
Lending agency
Mailing address
Agent
Address
TURNER CONSTRUCTION
Day phone
PO BOX 3489 PALMER, ALASKA 99545
746-6000
Day r~hone
Day phone - ,- _ ....
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS: 4
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.
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~T25(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 rny
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.
IQND Engineering 696-6111
Name of Firm Phone
20441 Ptarmigan Blvd., Eagle River, AK 99577
Address l
Engineer's signatL~~~~ . Date 5/8/99
/ -" /2',/
6. DHHS :SIGNATURE~;~' ::~: ' :~:';,' ' :' :'* .... '
FO *
~ Approved for ~ bedrooms.
. _.:.Disapproved.
.Conditiona approva for bedrooms, w th th~-,following st pulations:
Additional Comments
By:
The Municipality of,Anchorage_. Department 0~ Hea!th ~nd _,Hprna, n~Services (DH~HS) issues:He.a[t.h ~u~hodty
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional eqgineer registered Jn the State ofAlaska.Th~ DHH_S ~oe~ this a_s.~ qouFtesy to. purchasers qf_t3o o!~,s
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,
Legal Description:
A. WELL DATA
Well type prhmt~
Log present (Y/N) ¥
Total depth 282'
Sanitary seal (Y/N)
RECEIVED
Municipality of Anchorage OCT ~-
DEPARTMENT OF HEALTH & HUMAN SERVICER
.... ~UNICIPALITY OF ANCH
Environmental Serv cee D v~s~on ENVtRONMENTALSERVIC~]
825 L Street, Room 502° Anchorage, Alaska 99501 · (907) 343-4744
Health Authority Approval Checklist
I ,ct 19. ~len View F.~f~te~ Parcel I,D.: 051-521-49
If A, B, or C, attach ADEC letter. ADEC water system number N/A
Date of test
Static water level 149
Well production 8
WATER SAMPLE RESULTS:.
Coliform
Date of sample: IOjl~ Jqq
B. SEPTIC/HOLDING TANK DATA
Date installed i Ill Q/QR
Foundation cleanout (Y/N)
Date of Pumping
C. ABSORPTION FIELD DATA
Date installed I 1/10/0g
Length 70.54 Width
Effective absorption area 518
Date of adequacy test
Date completed 1/12/99
Cased to 278' Casing height (above ground)
¥ Wires properly protected (Y/N).
FROM WELL LOG AT INSPECTION
1/12/99 5/1.1/99
g.p.m.
Nitrate ~) ® ¢ Iq Other bacteria ¢
Collected by: ~",-~J [~
Tank size 19.Sfl Number of Compartments 2
Y Depression (Y/N) N
Pumper
Fluid depth in absorption field before test (in.); N/A
Fluid depth ~,~/.~. (ins) Minutes later:
Peroxide treatment (past 12 months) (Y/N)
g.p.m.
Y
C eanouts (Y/N) ....
High water alarm (Y/N) N{~.. x.~: ~. ~-~
Sh trench
Soil rating (g.p.d./ff=orft=/bdrm) 1.2 Systemtype
5 Gravel thickness below pipe 2.1 Total depth 'i 7
Monitoring Tube present (Y/N) y Depression over field (Y/N) N
Results (Pass/Fail) P For 5 bedrooms
Immediately after N/Agal. water added (in.): N/A
Absorption rate = N/a_ g.p.d.
If yes, give date ~/A
72-026 (Rev. 3/96)*
LIFT STATION
Date installed
Manho e/Access (Y/N).
Size in gallons
"Pump on" level at*
High water alarm level at*
Cycles tested
E, SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot 100'+
Absorption field on lot
*Datum
Public sewer main
Sewer/septic service line ! 0'+
"Pump off" level at*.
On adjacent lots
I00'+ On adjacent lots ][00'+
NA Public sewer manhole/cleanout
Lift station
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
Foundation 10'+ Property line 10'+ Absorption field 10' I
Water main/service line ]0'+ Surface water/drainage 100'+ Wells on adjacent lots l~qR'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO:
Property line ]~'+ Building foundation ]0' I Water main/service line ]0%
Surface water ]00'+ Driveway, parking/vehicle storage area
Curtain drain 1_ 00'+
ar~
Wells on adjacent lots 100'+
F. ENGINEER'S CERTIFICATION
I certify that I have determined thru field inspections and review of Municipal r~
/n conformance with OA HAA guldelines /n effect on this date,
Date ~n/i R/qq ~,
HAA Fee $
Da,e of Payment
Receipt Number
72-026 (Rev. 3/96)*
Waiver Fee $
Date of Payment
Receipt Number
0¢T-22-95 06:16 FROM-¢TE ENVIRON~NT^L
Zt~/m~ CT&E Environmenta, Sew;c. Inc.
5615301
T-195 P.62/03 F-605
CT&E Re£#
Client Name
[aroj ect Name/$
Client Sample ID
Matrix
Ordered By
PWSID
Sample Remarks:
995693001
KND Engin.enng
Glenn View Estates LI2
Glean View Esmms L12
Drinking Water
Cliem pO/r
Printed Date/Time 10121/99 15.03
Collected Dab/T/me 10115/99 14:00
Received Date/Time 10/15/99 15:30
Technical Director'.Stephen C. Ede
Lim|:s Date Dare lnir
5M18 92Z2B 10/15/99 rAP
EPA 300.0 10 max 10/19/~9 10/1§/99 SCL
OCT-ZZ'9$ 08:16 FRO~'CTE ENVIRONMENTAL
5615301 T-105 P.05/03 F-005
CT&E Environmental Services Ino.
Laboratory Division r,,~4r-ar~e'
200 W Potter Dove
Drinking Water Analysis Report for Total Coliform Bacteria Anchorage. AK 99818-160S
Tel' (9071 562-2343
~AD ~NsrRU~~ SlnE ~E~O~Z CO~L~Cn~ SA~t~L~ ~o_~! ~o~ .....
PUBLIC WATER sYsTEM
PRIVATE WATER SYSTEM
Sena R~,tts~ ~ ~ 5ena tn~olce
[3 $~nd Resulrs
Month Day Year
~AMPLE TYPE'
~ Routine ~ ~v~ ~ TreaegdWater
[] Repeat Sample(for rouTine sample [] Untreated Water
with lab ret', no. )
0 Special Purpose Time Collected
SAMPLE LOCATION Collected BY
alysts shows Tla~s WaT=r SAMPLE [o be'
Sans factory
Unsatisfacm~.
Sample ov~ 30 hours old, vesulm may
b~ u~ellable
Sampl~ mo long m ~ns~T; ~ample shouW
not ~ ov~ 48 hours old at exammanon
to indica~ rdi~le refuI~. Please send
new s~ple v~a ~ecml ~dive~ mail.
Anal~le~ M~hed: ~b~ Fil~er
~ ~O-~G
* ~um_bcr_0f$~00 mi
Result~ Analyst
..... n Fbks Jan []
Client notified of unsatisfactory results:
BACTERIOLOGICAL WATER ANALYSIS RECORD
MMO-MUG Result: Total Coliform
Membrane Filter: Direct Coum
VerificaTion: LTB . BGB
Fecal Coliform Confirmation
Final Membrane Filter Results ~'~'~
Repo~cdBy ~,~.te~ Time
£, Cell
~-O I? c.lon~e~0o mi
COLIFIRM.
Coliform/l OD mi
~~ Member at the S~S Group(Sor,em Ganarale °e Survml:a~cel
ENVIRONMENTAL FACILfflE$ IN ALASKA, CAL. IFORNIA, FLORIDA. ILliNOIS. MARYLAND. MICHIGAN. MISSOURI. NEW JERSEY. OHIO. WEST wRbl
Sent By: KND ENG[NEERZNG; 9076968111; 0ct-28-99 3:21PM; Page 2/2
,~~ CT&E EnvironmentM
}rirfld~g Water ,tu~is Report for To~ Coliform Bacteria
a~l-d IO/lo'a OOt'-L [OSgL96 ~ lV,LN~IIHO~ilfiHg ;D-i'tOa~ .~;t,l