HomeMy WebLinkAboutDENALY BLK 1 LT 11benaly
Block I
Lot 11
#067-041 - 17
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program, 4700 South Bragaw St,
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number. SW030161 PID Number:. 067-04-1-17
Nome:
MICHAEL QUINN Wastewater System: · New [] Upgrade
Address'.
P.O. ~ox 772641 * EAGLE RIVER, AK. 99577 ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 694-4955 4 ri Deep Trench · Shallow Trench [] Bed [] Mound i-IOther
LEGAL DESCRIPTION ~,, ,~r~: 1.0 =,D/sq. PLTotal Depth ,mm orlglnollgrade:l MAX FL
Block: Lot: Subdivision: Depth ~o pipe bettern from original grade~ Grovel depth beneath pipe:
1 11 DENALY SEE DWG ~ 5.2 FL
Township: Range: Sec'don: Fill added above =riglnal grade: Grovel length:
- - - SEE DWG ~t. 60
WELL: · New [] Upgrade 2.5 1 -- FL
PRIVATE 231 ~ 230.69 F~ 600+ S~.F~ D 3034/ F-810
M&W DRILLING $/3/2003 3 r~ SANDERS AND SANDERS 6/9-11/2005
50+ UNKNOWN 2+ ~ TANK
SEPARATION DISTANCES · Sepia D Holding ri S.T.E.P. []Other
Septic Absorption Uti. Holding Public/Private Manufao'mrm: Capacity/ in gallorm:
Tank field Station Tank Se.or Un** ANCHORAGE TANK 1250
We~ 100'+ 100'+ - - 25'+ STEEL 2
S,,,ooe Wote~ 100'+ 100'+ - - - LIFT STATION
Lot Une 5'+ 10'+ - - - s~ in ea"°n=I
Foundation 5'+ 10'+ _ _ _ 'Pump on' level at: ~~.: High water alarm at:
Curtain Dmln NONE KNOWN
I I
Remark=: BENCH MARK
l..e~atlon and Dee~ril~flon:
BOTTOM OF SEPTIC TANK IN ST1
Inspections performed by:. AKWWC, INC. Dates: 1st 6/10/20o3 [ [I t'"
Development Sel¥ices Department ApprOval ~1)~'-~]"...!(::'~'
PERMIT NUMBER: AS -- BUILT D RAWIN G PARCEL ID NUMBER:
SW0501 61 067-041 - 17
xx'"x
, / ", X
B ' 'xxx ,..,,,.
/ too 50.1 5.3.
'~) / ST1 71.6 42:) ~,,,
/ s,2 77.4 , 40.3 "-..
, / DBL1 79,8 i 52 ~,,
/ + ....... co, 82.3 3~.3
/ C02 114.9 00.4
/ ,,T1 84.8 37.4
/ IMT2 1146 893 -'-
/
/ ~ ~N~ 1250 G~ON ~. ~.---. ~ ...... .;-. -; ...... ~.. . ~ .... . .
/~~~ ~~o, ~ ....... ~~~~
~- -... ~%.~-.~,. ~...:,,,..~~7~~
~/~,. ~ '~-- ...... x
'~.~ ~ ~ /
DA~: ~~,
CONSULTANTS, INC.- - ~ " 1' - ~n ~.?.:-..~.'..~ ~d--.~.~...: ....
~01 DEBARR ROAD SUITE ZB" ANCHORAGE, AK 9950~ ' PHONE (g07)5~7-6 79 * FAX (907)538-52~ ' -- ~ ,
PREPPED FOR: PHONE "UaSER: "~E "U"aE":
MICHAEL QUINN 694-4955 2 OF 5 ~ '.d'~'. ff~ A:'~'s'.:'"~'
DENALY SUBDIVISION; LOT 11, BLOCK 1, '
AS-BUILT DRAWING OF NEW WELL LOCATION AND SEPTIC SYSTEM
/ A B
FCO 59.1 5,3
ST1 71,6 42,7-
ST2 77,4 49,3
DBL1 79,8 52
DBL2 81.2 53,5
C01 82.3 35.3
C02 114.9 90.4
MT1 84.6 37.4
MT2 114.6 69.3
PERMIT NUMBER: AS BUILT D RAWIN G PARCEL ID NUMBER:
SW050161 ~ 067-041-17
FINAL GRADE --
104.20-105.70 c /"-TOP OF TANK AT
INVERT OF BUNG SEPTIC TANK
AT INLET = 99,62 INVERT OF BUNG AT
= i f 96.25-102.4.2
/'-'ORIGINAL GRADE
! = 100,70
6~.70 (Am.)
BOTTOM OF TEST HOLE
=63.70 (TEST HOLE DRY)
DATE:
DRAWN BY:
CONSULTANTS, INC. N.T.S.
PREPARED FOR: PHONE nUMBER: PAGE NUMBER:
MICHAEL QUINN 694-4955 3 OF 3 ~'.:"
PROFILE AS-BUILT OF NEW SEPTIC SYSTEM
FROM : MICHAEL QUINN CONSTRUCTION PHONE NO. : 987 6944956 Aug. 28 2003 09:09AM P2
Job No.: 03-141
Drilling, Znc.
eP.O. Box 110378+Anchorage, AK: 99511e
+907-34§-4000,907-345-3287 Fox·
Project No.:
Permit No. $W030161
Groundwater Well As-Built & Log
· Well Owner: Pace, Joseph V. J.r. (Quinn Construction ordered) * Use of Well:
· LegalDescriptlon: Denal¥ Subdivision, Block 1, Lot 1!
25805 Denaina Drive- Eagle River, Alaska
Domestic
ConstructiOn
+Hole Depth: 23 i' ·Casing Size: 6" ·Cased To: 230.69' ·Material: A 53 Steel
· DrillMethod: Air Ro~ary
Perf.
· Well Completion- O~en end~X Screen ~ Perforated __ Method.- · Screen/Perforation description: Nons
· Grout Notes: (5) Sac~ No. 8 bentonite/gantries
· Notes:
· WellDevelopment.. Method: Air surge Notes:
· Static water level ($WL) 3' (~t~v~) (below) top of easing (TOC).
+ Wellyield test at 50+ gallotts per minute (GPM)/g~m~J~-~) for I hours
with 100% of dtawdown (DD) from static level
· Method: Air
· Date of completion: · ('~3 June 2003 )
· ·Pump Install:
Well
Log
Depth in feet"~'rom"
top of casing. Details of formations penetrated, size of material, color and hardness.
0 TO 3 C_.asing stickup
3 TO 6 Organiqs_,
6 TO 30 Cobbley_~avel
30 TO 55, Silty gravel
55 TO 82 Water gravel: sandy/Silty/dirty, woRi'dn't clean up (58' static.level-2--
gpm)
82 TO"' 95 Silty, san_dy gravel: damp ......
95 TO 103 Silty water gravel: ve~_dirty, will n_.o.t,oleanup
- 103 T° 218 Cia_y: dense, gray
218 TO__~,~.30 Water bearing gravel: sand .......
TO
TO
TO ~/..---' -~~ .........
T(~---- ~ ..... ~/'~ ~ ~Lq~-_ ....
TO .-N- " eo~a-~ --
TO ,, Em~tiflea~ I~o'~. Rl4 &: 973
MUNICIPALITY OF ANCHORAGE
Development Se/vices Department
On-Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(gO7) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Date Issued: May 29, 2003
Expiration Date: May 28, 2004
Permit Number: SW030'I6'I
Legal Description: DENALY SUBDIVISION BLOCK 1 LOT 11
Design Engineer: 0041 AK Water & Wastewater Consultan'
Owner Name: JOSEPH V. PACE JR.
Owner Address: 25805 DENAINA DRIVE
EAGLE RIVER, AK 99577-
Pamel ID: 067-041-17
Site Address: 25805 DENAINA DRIVE
Lot Size: 67976 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
[] Disposal Field [] Septic Tank [] 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 DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 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.
Received By: Date:
Date:
Parcel I.D.
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
06 7- 04/- / 7 Permit Number
Property owner(s) MICHAEL QUINN
Mailing address(I) P,O. BOX 772642 * EAGLE RIVER. AK
$1 TE
RCca~ddress (2) 2,,'z"80,,~-
Legal description (Lot, Block & Sub'd.) LOT
Legal description (Section, Township & Range)
Lot Size ~7~ ~ 76 Acres~
THIS APPLICATION IS FOR:
SYewer Only []
Sewer and Well ·
Sewer Upgrade []
THIS PROPERTY CONTAINS:
Hot Tub []
Swimming Pool []
Therapy Pool []
Day phone 694-4995
Zip Code
11. BLOCK 1: DENALY SUBDIVISION
N/A
Number of Bedrooms
99577
Well Only []
Water Storage []
Jacuzzi
Water Softening Unit
I certify that the above information is correct, I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal codes.
ALASKA WATER &: WASTEWATER CONSULTANTSr INC.
Permit Fees: ,,~r~_~r,~)
Date of Payment:
Receipt Number:
Waiver Fees:.
Date of Payment:
Receipt Number:
ALASI WATER & WASTEWATER
CONSULTANTS, INC.
May12,2003
Municipality of Anchorage
Development Service Department
Building Safety Division
On-Site Water & Wastewater Program
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Proposed Well and Septic System for Lot 11, Block 1; Denaly Subdivision
To whom it may concern:
The proposed 4 bedroom house will be served by a private well and septic system. Several test
holes were excavated on the property. The drainfield will be designed around the 30 foot radii of
AKWWC, Inc test hole #1. We propose that a 1250 gallon septic tank and a 5-wide type
drainfield be installed. Comments regarding the design are summarized as follows:
1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring,
and the percolation test results.
2. TRENCH DESIGN:
a. Percolation Rate: 5 minutes/inch
b. Proposed Application Rate: 1.0 gallons/day/ff2
c. Number of Bedrooms: 4
d. Design Flow: 600 gallons per day
e. Minimum Absorption Area: 600 ft2
f. Total Depth: 10 feet (max.)
g. Effective Depth: 5
h. Width: 2.5 feet
i. Reduction Factor: N/A
j. Minimum Length: 60 feet long
k Effective absorption area = 600 ft2
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic
system.
4. TOPOGRAPHY: The area for the proposed drainfields is a 10-15 percent slope rnrming
approximately northeast to southwest. In short, there are no slope concerns.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
We are unaware of any adverse impacts this installation would have on adjacent wells or septic
systems· If you have any questions, please contact us at 337-6179· Thank you for your
assistance' 1 ~5
·
P.E., M.S.
NOTE: A site plan drawing, a design drawing, three soils logs, and a 7 page construction
specification letter which are all part of the design package for this septic system.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
~ '~ ~ ~ LOUINDA CIRCLE ,
ALASKA WATER & WASTEWATER O.J.G.
PROPOSED DRAINFIELD. EXCAVATE /
A TRENCH THAT IS 10 FEET /
DEEP MAXIMUM BY 2,5 FEET /
W~DE BY 60 FEET LONG;. ADD 5 /
FEET OF CLEAN, WASHED SEWER / "...
DRNNROCK. INSTALL TRENCH / . TH~I 6A "-. ~ ""
...
/ /~'PROPOSED
/ / / c.,u.o, s~c ~ ~ ~" '--.. --
/ / //,ST~_F..O.U_~=o,/
/ / / I CL~OU~ × '-....
/
· "..~'..... "...
C.J.G. -
ALASKA WATER & WASTEWATER ,~_~: ,
..... OO.SU.TA.TS.,NC. ~" = '~0' tF
6901 DEBARR ROAD, SUITE EB * ANCHORAGE, AK 9950~, * PHONE (907)537~6[79 ~ PAX
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
MICHAEL QUlNN 694-4955 2 OF' 2 ffl s:'
LEGAL
DESCRIPTION:
DE,ALY SU~D~WS~O,= LOT ~. ~LOCX ~.
DESIGN OF PROPOSED WELL LOCATION AND SEPTIC SYSTEM
PERFORMED FOR: MICHEL QUINN BATE: 694-4995
DEPTH ~
(feet) :=~==: ORGANICS
~ ITEST HOLE
.-J.'~ SOIL C~SSIFICATIONS
,', ~%', GM CL
4-- ~'' ~'~'~ GC OL
~ ,~ ~ SW HH
· ', ,¥~ SP CH
,', ,','~ SM OH
,% ,%', SC
,', ,'e', DEPTH TO
7 --....~$~, GROUNDWATER DATE
8 -- ,~ ~.~ DRY 5/10/2003
,,, ,,,,,
9--,-t,',~ SP w/
~-..'.- SOME SILI
""%""' CLOCK NET TIME WATER LEVEL NET DROP
__,', .'.', DATE READING
11 S~ :~, TIME (MINUTES) READING (INCHES)
"~[~"~ 5/12/2003 I 5:55 - 6" _
12 ~ "'' ""'
,,'..'."' 2 4:05 10 3 1/2" 2 1/2"
~--"~':'" ~ ~:~s ~o s s/~" 2 ~/~"
je,.,,e 5 ~:15 -- -
15-- me~e,le~ 7 4:25 -
1
6
m% ~%', 9 4:35 -
17--~' '' 10 4:45 10
, 11 4:45 - 6" _
18 --, 12 4:55 10 ~" 2"
PERCOLATION RATE 5 (HIN./~NCH) PERC. HOLE Di~. 6 (INCHES)
19-
TEST RUN BETWEEN 4.0 FT. ~ND 5.0 FT.
20---- A FOUR HOUR PRESOAK WAS PERFORMED: ~ YES ~ NO
SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: CA~B GALL
COMMENTS:
PERFORMED BY AKWWC, INC. I, JEFFR~ A. GARNESS, CERTI~ THAT THIS WAS/P~FOEMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
,
DEPTH TO
GROUNDWATER DATE
DRY 5/10/2003
Municipality of Anchorage
Development Services Department.
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
(~EI~IFICATE OF HEALTH ,b, UTH~)i~ITY ,b, PPEOVAL
FOE ,fi, SINGLE FAHILY DWELLING
Parcel I.D. 06~-041~-17
1. GENERAL INFoR~ATi0N
Expiration Date: ~_~ - ~) O- O Z-~
Co,plate legal descrilstion DENALY
Location (si[e a~c~ress oi' dis:actions)
current Properb, t 6whi~r(s)
Mailing add~;6~s
Lending ag/~ncy
.Mailing add,:ess
Real Estate Agent
Mailing address
25805
MIKE 0biNh
P.O. B~)X 7~2~41
~u§b~si0N; L0¥ li, BLOCK 1
D~N.~INA DRIVE * EA(~LE RIVER, AK * 99577
Day phorie. 694--4955
· EA~LE RiV~'R, AK * 99577
Day phone.
Day ~hode.
Ur#esS otherwis~ i'~quested, HAA w#j be he/d 'by D~D foi'~'ickup.
2. NUMBER OF BEDROOMS: 4
3. TYpE OF WATER SUPPLY:
TYPE oF WAsTEwATEk blsPOSAL:
Individual Well ~ Individual On-site ~
Individual Water S[orage r'-]' Individual Holding tank r-']
Community Class Well [--J Community On-site [~
Public Water System r'-J Public Sewer r-~
. The MuniciPality of Anchorage' Development Service~ Department (DSD) Issues Certificates of Health Authority
· Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of Health Authority ApprcJval are required for the transfer
of title (except between spouses) for properties served by a single-family on-site wastewa{er disposal and/or
water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority
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 samples. (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.
.'. :i
STATEMENT OF INSPECTION BY ENGINEER ' '
As codified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation, based on procedures outlined in the Health Authority 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 st/;ucture indicated herein. I furlher 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.
Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507
Engineer's Printed Name JEFFREY A. GARNESS, P.E.
Phone 337-6179
Date. ~/~ o/P,~.-
Engineer's Comments:
In conducting this evaluation, GEG, Ltd. attempted to provide a thorough,.
conscientious engin'eedng 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 ~e~)a~'ationr
distanCes measured to readily identifiable features. The operational life of all wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and the water usage Of the family being sen/ed by the system.
These conditions are outside the control of the evaluator of the system. Satisfactory test
results do not guarantee future per[ormance Of the system, no/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 is 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 will it confer any legal right whatsoever.
5. DSD SIGNATURE
~ Approved for ~ ' bedrooms.
Disapproved.
Conditional approval for
bedrooms, with the fllowing stipulations:
..
ON-SITE
WATER AND
= t WASTEWATER
.................................... -- ..... ~.,~ · .,, ~,~. .... . r.~._...,x. ...........
Manitenance Agreements . -.x~,~, ~,-~ S~N~, ~-~,,,
Supplemental Engineer's Reort "'J'~'~) ) ) ~ ~ ~ ~ ' ~
Other
Attachments:
Septic System Advisory
Well Flow Advisory
(Rev, 12/01)
Original Certificate Date:.
5-.3 o-'0
.' Fo
'LIFT STATION
Dat~ installed
"pump on"i level at
~ ~.~-~ Cycles tested
i "
SEPARATION DISTANCES
SEP~ARATION DISTANCES FROM WELL ON LOT TO:
Sep!ic tank/lift station on lot 1 oo'+ -
Abs~orptior~ field on lot' 100'+
in. "Pump off" ~n. High water alar~n level at
Meets alarm & cir~:'Uit requirements?
Cu'dain drain
~
:COMMENTS
On adjacent lots
On adjacent lots
100'+
100'+
Public sewer main N/A Public sewer manhole/(~l~nout
· SerVer/septic service line 25'+ Holding tank ' . ~ '!'I ~',i N/A
SEPARATION
DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: il.
Suil~ling foundation 5'+ · Property line . 5'+ AbSorption i~eld 5'+
W;~t~r main ' N/A Water service line 10'+ - Surface water 100'+
Wells on adjacent lots 100'+
sEPARATiON DISTANCE FROM ABsoRPTIoN FIELD ON LOT TO:
Pro, Perty li~e lO + Building foundation 10'+ Water main. I ~ ,, N/A
Water service line 10'+ Surface Water 100'+ Driveway,. parking/vehicle storage
NONE KNOWN Wells on adjacent lots 1
ENGINEER's CERTIFICATION
I ify that I have determined through fieId inspections and
review of Municipal records that the ab°ve §ystems are in
conformance with MOA HAA guidelines in effect on this date.
JEFFREY A. GARNESS
Engineer's' Printed. Name
N/A
HAAFee$; Z~
Da{~ of Payment
Re;!ipt Number
(Re~', 12/01)
Waiver Fee $, ~)'
Date of Payment
Receipt Number
10'+
Municipality of Anchorage
Development services Department
Building Safety Division ' '
On-Site Water & Wastewater Program
4700 South Bmgaw St...
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
HE ALTH AU'CHb' I?Y Ai Pi OVAL CHECKLIST
Legal Desc~ii~tJbh:
DENALY SUl~DIVlSlbh'; LOY 11, E~LbCK 1,
P,~rcel ID': 067-041-17
A..WELL DA~A
Well type p'R~,kTE If A, B, or (~ ~Jr0vid(~ PwSID~
Bite b.,~mpl&ted ,'6/~/2~j03 Sanit~ ~eal'~(Y/N) YES'
·Totai depth ~31 ff. ca§ed [6' 2,30 fl.
'F'~,0M wELL LOG
Date of test "6/3/2d03
~tatic water I'ev(~l 3 ft.
. W~li production 50+ .g.'p.h3.
'.' WA~:R SAI~IPLE I~'EsuL'I'~':
Coliform ~ colonies/100 mi.
Arsehic: N/A rflg./L.
B. SEPTIC/HOLDING TANK DATA
W~II Log (Y/N)
Wires pr0p~:ly pi;btebted (Y/N)
Casing height (above gi'ound)
AT INsIS~(~:I'I0N
g.p.m.
YES
YES
· 24+ in.
· Nitra{6 o. (,,.~)mg./L. other b~ib(&i-ib. ~:~).' ,colonies/100 mi.
Dale o~ ~ample: 3/23/2004 Collected by: GEG, LtD.
Tank '~ype)Material
Tank size ':1'~0 gal.
STEEL/SEiSmIC
Number 5~ ~:bmpa~tmehts ~
Date ii'ist~iled 6/9-11/2003
clean(~u'ts (Y/N) YES
2
F0uhaati0n cleanodt {~/~) ~"Es
D~(e bf pumping NEw
ABSORPTI~N 'FIELD
Date in~talled. 6/10//2003
Length 60 ,fi.'
D~pr6~siofi ~ver tahk (Y/N) ~qo High ~{~i' '~.larm (Y/N) N/A
Pumper -
Soil ratihg ~r ff=/bdrm}, 1.0
Width 2.5 ff.
s~stem 'type i'RENCH
Gra'vel below pipe 5.2
Total dep'th.8.6-12.7 ft. Eft. absorption area'600+ ft~ MbnitOring tube YEs'~ 'Depression over field NO
Daie of adequacy t(Jst NEW ; Results (P~sS/Fail) ' For,
Fluid depth in absorption field before test__ ._~.-------"~. _ ,~ ...... in. ~ Newdepth
in.
ElaPsed Ti~P)h..~.' in. Abso~3tioh i~,e >= ._i.~.' g.p.d.
'" ~nation treatment (past 12 mo.) (YiN & type) If yes, give date
FROM : MICHAEL QUINN CONSTRUCTION
PHONE NO. : 907 6944956 May. 25 2004 06:36PM P2
" · ~7. I ,"' . ~~ :
· :~.t'~ · '. .~ ." '
~ ~ / ~ ., ... / . . . '.
.. , ~ ,....'..,, ./ /~ ~, ·
· .. ~ ~ ~1~ · / / / / ~ .
~. - , / --- . · . . .. .. .'..
. :: · '..~-Z~:o . . · ~ - ~ ~ .. ~x ~, E~ ~v~, ~ka ~. /'
03-2g-04 04:4gPU FROU--CT&E ESI, SGS ENV SERVICES 9075815301 T-B35 P.02/05 F-I8i
SGS Ref.#
Client Name
Project Name/#
Client Sample ID
Matrix
1041407001
Gamess Engineering Group, Ltd.
N/A
Dena]y S/D LII BI
Drinking Water
All Dales/Times are Alaska Standard Time
Printed Date/Time 03/29/2004 10:20
Collected Date/Time 03/23/2004 8:30
Received Date/Time 03/23/2/004 14:40
Technical D~;~lep~ C. Ede
Released ~_._~' t~'n'~ / ~'''- .
Sample Remarks:
Allow~ble Prap Analysis
Parnmeter Re~ulta PQL Units Method Container H3 Limit~ Date Date Init
Waters Department
Nitmt~-N 0.632 0.100 mg/L EPA 300.0 {'<=10) 03/23/04 JJB
Microbiology Laboratory
Total Coliform
0 col/100mL SMI8 9222B A (<=1) 03~3/04 DKC
03-29-04 04:49PU FRO~CT&E ESI, SGS EI~V SERVICES 9075615301
Drinking Water.Analysis Report for Total Coliform Bacteria
READ INSTRUCTIONS ON REVERSE aIDE BEFORE COLLECTING 8AMPLE
'MUST BE COMPLETED BY WATER SuI~PLIER
[] PUmC WATER SYSTEM I~ . ~. ~,
[~Rn/A~E WATE~ aYaTEu
· - ~, [] Send Resu~ [] Send Immlc~
SAMPLE COLLECTION:
T~flspo~d
TO BE COMPL~D BY ~BO~TORY
,Sample R~elvln~:
Date: ~/~[~ ~
Temp:
R~ived By: ~~
Commer~:
T-835 P.04/05 F-151
2O0 W. POTTER DRIVE
ANCHORAGE, ALASKA !;195.18
Tel: 907-562-2343 .
Fax: 907-561-5301 '
104 i 407 IA-
[] Send R.$~ [']r:~ndlmmlc~
SAMPLE TYPE:
[] Roufina
[] Repeat 8ample
(refer ~ lab no.
[] Special Purpose
[] RUSH SAMPLE'
Sam~a ~r 30 houm eld;
Results may bo unmaabia
[] 48 Hour Waiver Phone R
~ Tma~dWa~r
~ Untma~d Wa~r
I.flVIO,MUG {P/Al RESULTS: FBK JUN
Tc~l coliform: IOatarnma: ,
Analytical
Membrane FlEer
MMO-MUG (P/A)
Reported By:_