HomeMy WebLinkAboutT14N, R1W, Section 17 (7)Permit No..~vv uu_~ / P,,ge 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 Waatewater Dlapoaal System and/or Well Inspection Report
Legal Description: F~I,.~ ~--~'/,~ /41/}~/,-t 'T't,~lJ ~\,¢ $-r7c1~ PID No,:
UNIT 2
PRIMA R Y
0 x aa.o'
RESERVE /
o5'x ~ i,
TH. 9 '~
C
~'CLE MODEL
TH
B,M, - NW GARAGE SLAB
- (ASSUMEO ELEV. = 100.0)
94 3
' O0
A-C 44.6
A-E 79.0
A-F 27.8
B-O 47,6
8-E 89,6
8-F 49.9
C-O 58,0
D-E 30.1
0 TEST PIT BY O'R-IERS
'""-"~'-.~ TEST PiT BY PTS
ril~ CLEANOUT
'"'~' MONITORING TUBE
SCALE 1" = 50'
Municipality of Anchorage.
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
3
4
5
6
7
8
9
10
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
DATE PERFORMED:__
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH? '--
E
SLOPE SITE PLAN
O~pth to Waler After
MonitoriAl]? Date:
Reading Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE __
(minutes/inch) PERC HOLE DIAMETER __
TEST RUN BETWEEN __ FTAND __ FT
~ ·
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN E FEC ON H S . :
72-008 (Rev. 4/85)
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: /~'~f ~:~(:~.~r~ PID Number:
Name: I~J~;~z~>~.~_~_~/)~(~{..~- (.t.),~}L~L ~ Wastewater System: ~ New D Upgrade
~ ~ r~ ----~+~ ~ ABSORPTION FIELD
~ Deep Trench ~Shallow Trench ~ Bed D Mound D Other
· .~ Total Degth from original grade:
O~t~ ,~_ LEGAL DESCRIPTION SoilRating: O,'['~ GPD/Sq. Ft.
Lot: ~:~ [/~.~ ::'~T-~ Block: //~ ~'~ ~ j S~ubdiv~ion: Depth to pipel~, ~b°tt°m from original grade: Ft. Gravel de~,.~_~th b neath pipe Ft.
Township: ~ ~ Range: [~~S action: ~ Fill added above original grade: Gravellength; ,
C~sigc~tion (Private, A,B,C): Total Dap h: Cased To: Total absorption area: ~ Pipe ~rial:
Casing Height Above Ground:
SEPARATION DISTANCES ~ Septic D Holding ~ S.T.E.P,
F¢o~ Tank Field Stat~o~ Tank Sewer Lines
Water ~ ~ ~' ........................ '> _UET STATIQN
Manufacturer:
Cu~ain Pump Make & Mode[ Electri~ I Inspections peHormed by;
Remarks: ~7)~v~A &~ ~1~-~ [,~% BENCH MARK
Inspections performed by: ~L~[ ,~-. ~C7.. Dates: 1st ~ ?~ ~ '; " ..... " '
Department of Health and Huma~Services approval ~ ~.''', .... o, .
79-913 {Rev. 9/91) MOA 25
T14N H1W SEC 17 ~ASTERPZECE HOMES,INC.
NE4 SE4 N¥4 : PO BOX 773471
EAG~ RIVER, AK 99577-$479
I
~ ~ ~[CLOROX
- ARCNIBAT
' bept, Health & Idum~n Sc rvices
~ ~u~ ~ ~ I I I II IIII1[
will ctrlller ehlll IlmVidI · will log t~ Ibm DrOiIilly awner ~MthJn 30 dayl Of o~ml~mlon.
4155 Tudor Centre Drive, Suite 103, Anchorage Ala$1~a 99508 (907) 551-5237 fax: (007) 503-3513
December 10, 1998
Daniel Roth, Civil Engineer
On-Site Services Section
Health & Human Services
825 L Street, Suite 502
Anchorage, AK 99501
R[C[IV[D
DEC '1 1 1991]
0 Munloil)ality o1 An(;rtorao
opt. Noalth & H~lman Services
Re:
White Stone Estates Condominiums
Unit 2- Inspection Report Transmittal
Permit # SW980239
Dear Mr. Roth:
Transmitted with this letter is a completed On-Site Wastewater Disposal System and/or Well
Inspection Report for Unit 2 of Whitestone Estates. If you have any questions, please call me at
561-6266.
Sincerely,
Professional and Technical Services, Inc.
Dean A. Karcz, PE ~
Vice President
DAK:dak
Attachments
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 995'19-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Date Issued: Jul 16, 1998
Expiration Date: Jul 16, 1999
Permit Number: 8W989239
Legal Description: T14N RIW SEC 17 NE4SE4NW4
Design Engineer: PTS, INC. - Dean Karcz, P.E.
Owner Name: MASTERPIECE HOMES, INC.
OwnerAddress: PO BOX 773471
EAGLE RIVER , AK 99577-3471
ParcellD: 050-362-06
Site Address:
Lot Size: 435600 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 Cede 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.
4155 Tudor Centre Drive, Suite 103, Anchorage Alaska g9508 (907) 561-6237 fax: (907) 563-3813
June 30, 1998
D~niel Roth, Civil Engineer
On-Site Services Section
Health & Human Services
825 L Streetl Suite 502
Anchorage, AK 99501
Re: White Stone Estates Condominiums
,~nit 2-Additional infotTnation
Dear IV~r.~'fi:
This letter is a supplement to information previously submitted to your office dated June 11th and
June 17th of 1998 for unit two (2) of White Stone Estates Condominiums. Specifically this letter
transmits the calculations for the wastewater disposal field and a narrative description of
probable impacts to adjacent properties. Additionally, the site plan and typical sections sheets
have been revised showing the disposal field being located on the nol~h side of the lot adjacent to
the Ptarmigan Blvd right-of-way.
The proposed disposal field for unit two (2) is not anticipated to have negative impacts on any of
the adjacent properties. Properties in the vicinity of unit two (2) include Lots 11 & 12, Block 2
and Lot 8, Block 3 of Eagle Park Subdivision. The existing wells are located greater than one
hundred feet (100') from the proposed disposal field. Site drainage flows to the south in the
general vicinity of unit two (2), away from the existing home sites, wells and septic systems on
the afore mentioned lots.
ALASKA PROPERTY DEVELOPMENT SPECIALISTS
Profo$$io#o/ a## 'ool/#ioal $o/ /oos,
~ m~t~ ~,~ 4155 'rRdor Centre Drive, Suite 105, Anehora~le Alaska 99505 (907) ~1-~$? fa×: (90?) ~$-$~15
July 9, 1998
Daniel Roth, Civil Engineer
On-Site Services Section
Health & Human Services
825 L Street, Suite 502
Anchorage, AK 99501
Re:
White Stone Estates Condominiums
Unit 2-Additional information
Dear Mt'. Roth:
This letter is in response to comments discussed in our telephone conversation on July 8, 1998
regarding the septic disposal field locations relative to the existing soil information. In our
conversation you exprossed concern from the Health Depm~tment about placing the disposal
fields in previously placed fill material. Based on the telephone conversation, the septic fields
have been redesigned and relocated to areas where they will be placed in native material.
The primary trench is proposed to be located northeast of the house, immediately south of what
would be the Ptarmigan Boulevard right-of-way, if it were ever dedicated for this property,
providing the necessary set backs from the property line and building. A five foot (5') wide by
eighty-five point throe (85.3') long trench is proposed, with two and a half feet (2 ½ ') of gravel
beneath the perforated pipe. Test Pit 5B encountered fill to ten and a half feet (10 ½') and the
native material had a pereolation rate of fifty-five (55) minutes per inch. The top of the leach
field will be at a depth often and a half feet (10 ½ ') and extend to a depth of thirteen and a half
feet (13 ½') deep. Calculations for the disposal field are provided in the table below:
UNT MAX. PERCOLATION i APPLICATION ABSORPTION 50%RED, LENGTH GRAVEL RFFOR REVISED
FLOW RATE RATE AREA OF AREA OF 5' WIDE DEPTH GRAVEL LENGTH
BENEATH
FOR BIOCYCLE TRENCH PERF, PiPE DEPTH OF $* WIDE
(GPD) (MIN/IN.) (GPD/SF) (SF) (SF) (FT) (FT)
2 600 55 0.45 1333 667 133.4 2.5 0.64 85.3
ALASKA PROPERTY DEVELOPMENT SPECIALISTS
White Stone Estates Condomininms
Unit 2- Additional infommtion
07/09/98
P.T.S., Inc.
Page 2
The reserve trench has an area of five feet (5') by eighty five point tlu'ee feet (85.3'). Note that
Test Pit 3 indicated a fill depth of three feet (3') and Test Pit 5A indicated a fill depth of ten and
a half feet (10.5').
I hope the information provided will be adequate for you to issue the well and septic permits for
this unit. If you have any questions, please call me at 561-6266.
Sincerely,
Professional & Technical Services, Inc.
^
Dean A. Karcz, P.~E$
Vice Presidem
Enclosures
ALASKA PROPERTY DEVELOPMENT SPECIALISTS
UNIT 2
RESERVE TRENCH~'
5' X 85.$'
UNIT 2
PRIMARY TRENCH
X 85.3'
/
/
6000
4" PVC
TH
TH 5
TH 6
o TEST PIT BY O'fl-IERS
· TEST PIT BY PTS
[~c,~ CLEANOUT
e,,,. MONITORING TUBE
SITE PLAN
UNIT 2
WHITE STONE ESTATES
f, Gu.e q sc^,. v=~o' I
MAIVHOLE COVER;
,~" IIVSULA TIOIV
LID
4" DIA. ,
FROM HOUSE,
DIA.
~' PVC FROM
BlOC YCLE
BIOCYCLE
MODEL 6000
MOUND SURFACE
- ~ BACKFILL
10.5
- - : .~ ::Q,: ~::;,~. 4" PERF PIPE
NO TES
1. GROUNDWATER DEPTH GREATER THAN 17' BELOW GROUND SURFACE.
Z BEDROCK GREATER THAN 17' BELOW GROUND SURFACE.
~. LENGTH OF BED =
~ ~.~ A .%.~ v~
:::::::::::::::::::::
~.~ .~. ~, ~;[;.-.~:~. SECTIONS
~ .. . _~.~ ...~ UNIT 2
WHITE
STONE
ESTATES
PERFORMED FOR:
LEGAL OESCRIPTfON:,,
1
4
$
7
g
~0
13-
14-
15-
16
17
18
19
2O
COMMENTS
(ENGINEER'S SEAL)
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street. Anchorage, Alaska 99502-0650 ~,. ~.. 49~ ,~
SOILS LOG -- PERCOLATION TEST .~..i~~
//& ~' ~//~- ~/v'v'//'~ Township. Range. Section' 5'e c /
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
Reading
GFO$$
Time
PERCOLATION RATE --
TEST RUN SETWEEN , FT AND
Net Depth to
Time Water
(minutes/tach) PERC HOLE DIAMETER --
FT
Drop
PERFORMEDB¥: ' CERTIFY THAT T.IS TEST WAS PE.FORMED ,N
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES iN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/85)
PERFORMED FOR:
LEGAL DESCRIPTION:
1
%
7
9
12
20-
COMMENTS
Municipality of Anchorage.
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
WAS GROUND WATER
ENCOUNTERED?
DEPTH?
Township, Range, Section:
SLOPE SITE PLAN
S
L
Date; .~. __
Reading Date Gross Net Depth to Net
Time Time Water Drop
~-1t~9~' 14 ;Id 21"
t. 7:0o 2:45 2.7 ~ 2 Y~"
PERCOLATION RATE ~"~' . (minutes/tach) PERC HOLE DIAMETER
TEST RUN BETWEEN I ~ FT AND I ~ . FT
PERFORMED BY; ~' .~ C~'~:::~,~'~',~/'~ ' '~ '~ ~ CERTIFY THAT THIS TEST WAS PERFORMED IN
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
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
Township, Range, Section: ~'~:,,/- /
TH 5£
WAS GROUND WATER
~'~ r~ ~/ ~'1//~// ENCOUNTERED? ,
L
(~ ~1 ~/~ ~ ,/? / IF YES, AT WHAT 0
~, a/~ DEPTH? ~ p
E
DEPTH
(FEET)
1
2
3
4
5
6
7
8
9
10
11
12
13-
14-
15-
16-
17-
18-
19-
20-
SLOPE SITE PLAN
Reading Date Dross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE __ Immutes~*nchl PERC HOLE DIAMETER __
TEST RUN BETWEEN -- FT AND FT
COMMENTS
PERFORMED BY: ~ ~' ~"~w~J~%' I ~"~~ERTIFY THAT THIS TEST WAS
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (R~, 4/~)
PERFORMED IN
PROPERTY OWNER AGREEMENT
FOR TItE MAINTENANCE OF AN
ON-SITE WASTEWATER DISPOSAL
SYSTEM
This agreement, dated July 1 6th 199 8, is made between the Municipality of
Anchorage Department of Health and Human Se'--~ices (DHHS) and the property
o~raer(s) of: White Stone Estates Condominiums Unit 2 located at
East 1/2 of the Southeast o c :
Township 14 North, tion 17,
Range 1 West, Seward ~eridian
This agreement is made for the purpose of maintaining an on-site wastewater disposal
system on the subject property.
The property owners agree to th, e following:
Submit to the Municipality of Anchorage, on an annual basis, an inspection and
operation statement from a registered professional engineer. This inspection and .
operation statement shall verify that the engineer has inspected all effluent and air
pumps, timers, and alarms, and that any deficiencies have been repaired and that the
system is functioning as designed.
(Si~ature)
(Signature)
(Printed Name) (Printed Name)
................................ Notarize Here ......... -T ...........................
/~//'.~- ./~ personally appeared before m~,
~ who is personally kno~ to me
.. whose identity I proved on the basis of
~ whose identity I provdd on the bath/affimation of
, a credible witness
and he/she a~d that~gned it.
"-~o [{.a"r y P~/fie
My commission expires z.p~/~/~a
RECEIVED
Municipality of Anchorage MAR 0 5 1999
DEPARTMENT OF HEALTH & HUMAN SERVICES^ r~ o~ ^r~c~Aee[J~l~f~¢l
Environmenta Services Division ...~,.~c,~ ~
t,~'~ tRONMEN'JAL SERVICES DIVISI(~
Street, Room 509 · Anchorage, Alaska 99501 · (907) 348-4744
Health Authority Approval Checklist
Legal Description: id, C_.- ~ {,Jo ~¢:- ~/'~' k(L3 ~/~t }'1't~-1- ~?A~,~J ~'E~.l~Parcel I.D.:
A. WELL DATA
Well type
Log present (Y/N)
Total depth
Sanitary seal (Y/N)
If A, B, or C, attach ADEC letter. ADEC water system number
Date completed
Cased to ~0'
FROM WELL LOG
J O g.p.m.
Casing height (above ground).
Wires propedy protected (Y/N).
Dote of test
Static water level
Well production
AT INSPECTION
g.p.m.
WATER SAMPLE RESULTS:
Coliform ~)
Date of sample: '~2~/~'~
Nitrate
~), ~.zJ Other bacteria
Collected by: .~'A'.~-,,I '~/t~C-'~
B, SEPTIC/HOLDING TANK DATA
Date installed I~J ('s Tank size
Number of Compadments __
C eanouts (Y/N).__
Foundation cleanout (Y/N)
Depression (Y/N)
High water alarm (Y/N)
Date of Pumping
Pumper
C. ABSORPTION FIELD DATA
Date installed \L[~
Length ~)' Width
Effective absorption area
Date of adequacy test
Soil rating (g.p.d./fF or fF/bdrm)
Gravel thickness below pipe
Monitoring Tube present (Y/N).
Results (Pass/Fail). ~/l\
System type
.2,5 Total depth
__ Depression over field (Y/N)
For ~3.[~j bedrooms
Fluid depth in absorption field before test (in.);
Immediately after gal. water added (in.):
Fluid depth
(ins) Minutes later:
Absorption rate = g.p.d,
Peroxide treatment (past 12 months) (Y/N)
If yes, give date
72-026 (Rev, 3/96)*
L-.I F~'S'TA~tO N
Date installed \t I~]~'
Manhole/Access (Y/N)
Size in gallons
"Pump on" level at*
"Pump off" level at*
High water alarm level at*
*Datum
Cycles tested
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot
Absorption field on lot
On adjacent lots
On adjacent lots
Public sewer main ~/t~ Public sewer manhole/cleanout
Sewer/septic service line C)~ ,(~ Eift-stath3'n l/~,'
SEPARATION DISTANOE8 FROM 8B~4g/HGEDIN~ANK ON LOTTO:
Foundation '~'~' ~ Properly line ~' ~,~ ~ Absorption field
Water main/se~ice line H/~, '~
Surface water/drainage
lO
Wells on adjacent lots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line ~,1~ . Building foundation .~ ~ Water main/service line
Sudace water '-- Ddvewag, parking/vehicle storage area
Curtain drain ~ Wells on adjacent lots /'~r'~,z-~
F. ENGINEER'S CERTIFICATION
I certif
in conformance with MOA HAA guidelines in effect on this date.
Engineer's Name '~'~:.~
Date ~ %
D~a~ A.
CE:8203
HAA Fee $ ~'~ (~T),
Waiver Fee $
Date of Payment
Receipt Number
Date of Payment
Receipt Number
72-026 (Rev. 3/96)*
RECE[VED
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
MAR f~5 1999
moNMENIAL SERVICES DIVISION
Parce[I.D. #
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
GENERAL INFORMATION
Complete'legal description
Location (site address or directions) (~L-( ~ ~ I~L~'~_~obk~. ~.
Property owner ~'5-~%.-9~ ~t-~ ~-L¢~.%
Mailing address '~,0, ~cC q-~.'~q\
Lending agency
Mailin. g address . '
Agent
Address
¢20
Day phone g~"'
Day phone
Day phone
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS: z~
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.
72-025(Rev, I/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 further verify that based on the information obtained from
the Municipality of Anchorage flies 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.
NameofFirm '~-~ -~C. Phone ~;7~[~(.¢~"5-7
Address ~G~ k~ ~ ~ ~ jO~
Engineer's signature ~ ~{ ~ Date 3~/~
DHHS SIGNATURE
Disapproved.
__ Conditional approval for
bedrooms, with the following stipulations:
Additional Comments
By:
Date
The Municipality of A~'chorage 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
profesaionai engineer registered in the State of Alaska. The DHHS does this as a courtesy to pumhasers 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.
MAR 05
NORTHERN TESTING LABORATORIES, INC,
3330 I NDU,gTRIAL AVENUE FAiR BANKS, AtJ~$K~, 9~'/0~ (g07) 456-3116 · FAX 456-312§
8005 SCHOON STREET ANCHORAGI~, AI./I~ KA 99~18 {007} 349-1000 · FA~ 349.101~
POUCH 340~43 PRUOHOE BAY, ALASKA 99934 (907) 6S9-2145 · fA,v, 6§9.~140
MasteIpiece Homes
4155 Tudor Cen~ Dr., Suite
A~chorage, AK 99508
A~tn: Dean Karcz
Client ID: U~.it 2
Client P~ojcct #:
Sourcc: W~itest0~e Estates
~TL Lal~: A160219
Sample Matrix: Water
Commaants:
McCord Palemeter
Units Result
Report Date: 3/~/99
Date An'/v~: ~/3/99
Sample Dat~: 313/99
Sample Time: 10:00
Collected lely: Dean Kazcz
** Leg~d **
blRL = M~Ml~,el~'tL~I
MCL = [*vf~ C, ml~mJ n a ~t ,~ ~v d
H = A~ ~L
D = ~To Dilu~
~tc
~p~ed
SM 4500 NO3 B
Nit~ate. N
mg/L 0.~ O.lO
Reported By: Stephanic K. Cowling .,~
quali~ Assurance Manaser
HAR 04 '99 04:57PH MTL ANCHORAGE
NORTHERN TESTING LABORATORIES, INC.
3330 INDUSTRIAL AV~NU~ ~:A~RBANKS, ALASKA 99701 1907) 456-3116 - FAX 456-312~
DRINI{ING WATER ANALYSIS REPORT FOR TOTAL COLIFORM BACTERIA
Masterpiece Homes, Inc,
cio PB, Incorporatod
4155 Tudor Centre Drive Ste#103
Anctlorage, AK 99508
Phono Number:
Fax Number:
Collected by: DAK
Sample Type; Private water Systems
Method of Analysis: Membrane Filtration (SM 922_2
Comments:
Date Received:
Date Analyzed:
Date RepoSed:
Next Sample Due:
Comments
S
U
POS
ND =
TNTC =
CG
HSM
SA
Old
R
3/3/99 Time Received: 12:00
3/3/99 'rime Analyzed: 14:00
3/4/89 Time Reported: 13:35
Satisfactory
Unsatisfactory
Positive Test Result
None Detected
Too Numerous To Count (>200 Colonies)
Confluent Growth
Heavy Sediment Masking, Results May Not Be Reliable
Sample Age >30 Hours But <48 Hours, Results May
Not Be Reliable
~ample Age >48 Hours, Too Old For Analysis
Resample Required
NT = No Test
~ #Colonies/100 mi
Sample Sample Total' Fecal Other* HPC**
Date Time Coliform Coliform Bacteria Result
"* # Colonies/mi
Lab~ Location Comments
3/3/99 10:00 0 ND
1 NT AC12185 Unit 2 Upstaim eatl~ta'o Satisfactory
,,y C C
CARCE1~ ELECTRIC INC.
10410 FINLEY CIR. · ANCHORAGE, AK. 99516
907-346-4030 ° 907-348-4032 :[ax
Master Piece Homes
P.O. Box 773471
Eagle river, Ak. 9957%3471
To Whom It May Concern:
Feb. 25,1999
Cancel Electric, wLred the Bio-cycle located at White Stoae ~ Unit 2, Eagle River,
Ak.
This Bio-cycle was wired per the 1996 National ElecUical Code. If yo~ have any
questions please give me a call
Steve Cloud