HomeMy WebLinkAboutRIVER VIEW ESTATES BLK 4 LT 9River'view
Estates
Block 4
Lot 09
#050-72! -02
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)~3-7904 Page 1 of
On-Site Wastewater Disposal System and/or Well Inspection RepoA
Pe~it Numbe~ SW020184 PID Numbe~ 050-721-02
Name:
CHUCK LUPER Wastewater System: ~ New D Upgrade
~dm~:
215~7 RNER P~K DRI~ * ~G~ RNER, ~ 99577 ABSORPTION FIELD
Phone: No. of
(907) 696-5060 4 ~D~p T~h ~Shallow T~h ~Bed DMound ~er
T~ ~ f~ ~1
LEGAL DESCRIPTION ~ "~: ~ .o ~. ~ 6.0
Block: ~ Subd~illon: ~ ~ p~ ~m ~m ~ g~: ~ ~ ~
4 9 R~ER~ E~ATES 0.87-1.87 ~ 4.13
Township: Range: S~ion: ~ ~ ~ ~ ~ ~ ~=
- - - 0.9-5.28 ~ 60
WELL: I New ~ Upgrade 5 ~ 1J -
PR~ATE 110 ~ 27 ~ 600 ~.~ D 3034/ F-810
H20 WE~ DRILLING 6/24/02 105 ~ JIMMY WALKER 3/2002
~M: Pu~ ~ ~ ~ ~t ~ ~u~:
10 cm UNKNOWN ~ 24+ ~ TANK
SEPARATION DISTANCES · s.pu: D Hol~ng a S.T. EP.
meld Station Tank ~ U~ ANCH0~GE TANK 1250
Well 100'+ 100'+ - - 25'-I- ~EEL 2
su,~. w~t.~ ~oo'+ ~oo'+ - - - LIFT STATION
Lot Uno
5'+
10'+
I
Foundation
5'+
lO'+
~1 I
Cu~aln Drain N~NE KNOW~ - ~j~~~
Remerks: BENCH MARK
BOSOM OF SIDING N~R POINT "A"
j~ ~ ~01.16
Inspections peffo~ed by:. AKWWC, INC. Dates: 1st, 7/'3/2002 '~:[:~ .~ ......
2nd, 7/5/2002
Development Se~ices Depa~ment Approval
(~.R~viewed,~o,) and approved by:~ Date: ~[ '~' } ~:~'~'~o m .,o~'.......__ ...........
PERMIT NUMBER:
swo2o,84 AS. ,BUILT DRAWING
./' ..~.<~ ,'
7/14/2003
~I~ WATER & WASTEWATER
, CONSULTAmS. INC.
CHUCK LUP[. (007) 69S-50SO 2 OF
RIVERVIEW ESTATES SUBDIVISION; LOT
WP[ OF ~ORK:
AS-BUILT DRAWING OF SEPTIC SYSTEM
· ,,,. A B
ST1 29.82 57.40
ST2 38.17 64.05
DBL1 40.39 66.35
DBL2 42.55 67.76
C01 45.19 70,18
MI1 49.32 74.64
C02 104.61 127.77
MT2 95.16 119.03
SW020184 ~ 050-721-02
TOP OF T~K AT~ := J = ~TOP OF T~K AT
INLET ~ g~ ~~ ~ ~ OUTLET = g6.50
' ~t~[ B~5~4~ SEPT C TANK % I~RT OF BUNO A,
MT CO ~ FI~ C~E m
II II / ~ O~C~
~I~R~ OF PIPe~ "
GROUN~ATER a 8~.50 - gl.00 (Am.)
~ RE~T~ E~TATION OF BOSOM
~ OF TEST HOLE - 82.00
~ ~ RE~T~ E~TATION OF BOSOM
o~ ~s~ .o~ - ~.~
............... ~:
.....
~w..: ~. . ....
~I~ WATER & W~TEWATER ~: ,q D/4 9 r~ ~
,
CHUCK LUPER (907) 696-5060 5 OF 5 " f~ .....
PROFILE AS-BUILT DRAWING OF SEPTIC SYSTEM '~%%~'~'~ ~
H20 Well Drilling Co.
P.O. Box eTO~O, W~lla AK ~
Owner of Land: '~ -' ' ' __ ~- D~pth of Well t/ / ~ ) FL
~ A~: ~Stm~ L~, ~,r ~. ~
L~tion ~W~l: ~" ~ ~ Ft.~
Date - ~terted:
Date - Ended:
WELL LOG
Gals. Per Min,.
Kind of Casing
Kind of Formation:
Form....O .....R. to ....~.. ..... FL
..... Ft.,,..l.O......Ft.
Form ............. R. to ............ Fl .......................
Form ............. Ft. !o ............ FI. ......................
Fo~m ............. R. to ............ Ft .......................
Fora,1 ............. Ft. to ............ FL ......................
Form ............. Ft. to ............ Ft .......................
Form ............. Ft. to ............ R ....................
Fora1 ............ .FL lo ............ R ....................
Fo~n ............. FL to ............ FL ...................
Fon~ ............. Ft. lO ............ Ft ....................
Fo~m ............ .FL to ............ Ft....'. ...............
Form ............. FL to ............ Ft ....................
Form ............. FL to ............ Ft ....................
Form ............. Ft. to ............ Ft ....................
Fom~ ............ .FL Io ............ Ft ....................
Fonm ............. Ft. to ............ Ft ....................
· Form ............. R. to ............ FL ...................... Fora1 ............. FL to .~,)~)..~ Ft ....................
Rnal Well Del~t .... r~,~., ......... Ft.
D~lem N~me: ~
Grouting: Well Grouted: Yes No
Mat~rtal: Neat Cememt Bento~e ~
Pump: ~ available) H.P.
Leng of Drop I pe Ft. Capacity
Type: 8ulxne~ble Jet CenUffugal
Olher
Ft. Dep~ Weight ~ , lbs/It.
FL Del~h Stickup ft.
agm
MUNICIPALITY OF ANCHORA GE
Development Services Department
On-Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Date Issued: Jun 20, 2002
Expiration Date: Jun 20, 2003
Permit Number: SW020184
Legal Description: RIVER VIEW ESTATES BLK 4 LT 9
Design Engineer: 0041 AK Water & Wastewater Consultan'
Owner Name: Chuck Luper
Owner Address: 21337 River Park Dr.
Anchorage, AK 99577-
Parcel ID: 050-721-02
Site Address:
Lot Size: 43950 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. Ail 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:
Issued By: {~-- ~
Date:
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
Parcel I.D.
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Permit Number
Property owner(s)
Mailing address (1)
Mailing address (2)
CHUCK LUPER
21337 RIVER PARK DRIVE * EAGLE RIVER. AK
Day phone
696-5060
Zip Code 99577
Legal description (Lot, Block & Sub'd.) LOT 9. BLOCK 4: RIVERV1EW ESTATES SUBDIVISION
Number of Bedrooms
Legal description (Section, Township & Range)
Lot Size ~ .~ ~,.~-'~ Acres/~
Well Only [~]
Water Storage
THIS APPLICATION IS FOR:
Sewer Only
Sewer and Well
Sewer Upgrade
Jacuzzi
Water Softening Unit
THIS PROPERTY CONTAINS:
Hot Tub
Swimming Pool
Therapy Pool
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 CONSULTANTS~ INC.
Permit Fees: /-'~'~--~'~ = ~::~(~:~(.~
Date of Payment: ~ - IR - C) ~
Receipt Number: O"Z-I/~ '~_~
Waiver Fees;
Date of Payment:
Receipt Number:
ALASI WATER & WASTEWATER
~.,...~ '"~'- CONSULTANTS. INC. ~,,,a~,~.,,..,.~.,.,~,,,,.,,.~,.,,,,,,,,~.,~
June5,2002
Municipality of Anchorage
Development Service Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragraw Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
Reft Proposed and Well Septic System Design for Lot 9, Block 4; Riverview Estates Subdivision
To whom it may concern:
The proposed 4 bedroom house will be served by a private well and septic system. T~vo test
holes were excavated in the area of the proposed septic system. The septic system will be
designed around the 30 foot radii of these test holes. We are proposing that a 1250 gallon septic
tank and a five foot wide 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. It is our opinion that an application rate of 1.0 gallons/day/ft2
should be used.
2. TRENCH DESIGN:
a. Pemolation Rate: 3.3 & <1 minutes/inch
b. Allowable Application Rate: 1.0 gallons/day/112
c. NumberofBedrooms: 4
d. Design Flow: 600 gallons per day
e. Minimum Absorption Area: 600 tt2
f. Total Depth: 6 feet (max. - at any poin0
g. Effective Depth: 4 feet
h. Width: 5 feet
i. Reduction Factor: 0.50
j. Minimum Length: 60 feet long
k Effective absorption area = 600 112
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907)337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
4. TOPOGRAPHY: The area for the proposed septic system is mostly flat. In short, there are
no slope concems.
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. ~
Jeffr~:y~. , M.S.
?resider
NOTE: Attached is a site plan drawing, a design drawing, two soils log, 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
r : ,F/ xX '~s. '%.", .-.;~.~;7 ,,4-,-'" "--..'"'~
~ ! h / -.?.~ %. ,, v .~.~ ,,/~..- ... -.
~ I I ~ ~ x xx I~/
: %,.
~ ,--~-~o~' ~-~,% % %-%
x I I ./ ~ / X_ ~ / '
I -d~---- / X X ./ /
I I .... ~
I I
I I
I I
I I
I
6/5/2002 ':~'
WA'FB~
~VASTE~TER
: ~o~~.,~..__ ........... ~....~
CHUCK LUPER 696-5060 1 OF 2 ~ t.J,,f~CvlA, ban ~s~.:
LOT 9, BLOCK 4; RIVERVIEW ESTATES SUBDIVISION qb,~,~_ '~...~ ......
SITE P~N FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM ~t:~;~
~~' , ~ I / /
................... J.L.M. ~" ~. '.
~S~ WATER & WASTEWATER ~
co.su~.xs. ~.c. ,'?~?'
~o, o~.~ .o~. ~,x~ z~. ~.c.o~a~. ~ ~soa · ..o.~ ~o~,~. ~ ~o.~.~z~6 1" = 40'
CHUCK LUPER 696-5060 2 OF 2
~ O~RI~N: ~z' . CE", g53 .."
LTO g, BLOCK 4; RIVERVIEW ESTATES SUBDIVISION
DESIGN OF PROPOSED WELL LOCATION AND SEPTIC SYSTEM
., ....
~C~ DESCRI~ON: LOT 9, BL~K 4; R~ E~A~ SUBD~SION"" ~ ~'~:' 8 :/'Y'- ~'v" VGqne,.:...
v~. '~ '. :E~i 7953 ~'
~ O~AN,CS ITEST HOLE ~1I
SS CAT ONS
~ GP ML ,.~ s~c /~ 'x% ~
~ ~ _~ ~PR~Sm ~-
GC OL -- '
sw
~ SP CH
I~]~tt~3 GP-GH TO ~1 SM OH
~.s' ~/~/2oo2
13.5' 6/6/2002 ~ N .~'-~+~-
11 DATE READING CLOCK NET TIHE WATER LEVEL NET DROP
TIHE (HINUTES) READING (INCHES)
12 5/~0/2002 1 10:~ - 6- _
2 10:58 10 ~'
~ Sp TO ~ ~o:ss - 6- _
14 i~] GP 4 11:08 10 ~'
5 11:08 - 6-
6 11:18 10 3"
15 7 11:18 - 6-
16 8 11:28 10 3'
9 11:28 - 6-
17 10 11:38 10 3"
11 11:38 - 6- _
18 12 11:48 10 3" 3'
19 PERCOLATION RATE 3.33 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 5.5 FT. ~D 6.0 FT.
20 A FOUR HOUR PRESO~ WAS PERFORHED: ~ YES ~ NO
SOILS LOGGED BY: JODY MAUS PERCO~TION TEST PERFORHED BY: ~B ~L
COHHENTS:
PERFORMED BY AK~C, INC. I, JEF~ A. G~NESS, CERTI~ ~T THIS W~ ~ERFORMED IN ACCORD~CE
WEH ~L ~A~ AND MUNICIP~ GUIDEUNES IN E~ ON ~IS DATE:
DEPTH TO
GROUNDWATER DATE
DRY 5/29/2002
13.5' 6/3/2002
13.5' 6/6/2002
ALASKAx WATER & WASTEWATER F~A 4 } ~ Jig "Z'~
CONSULTANTS, INC.,
,,, .... ....
IS0IL LOG - PERC0~ION TEST]
,
~~o~o~,cs ITEST HOLE ~2I
S01L C~SSIFICA~0NS ". N ~ N ' ' '
~ GP I ML . ~ s~.c ~/ ".X '~/% --
'~ SP CH
Sp-SH sc
DEPTH TO
GROUNDWATER DATE
1
10
TIME (MINUTES) READING (INCHES)
~ ~/~o/~oo~ ~ - - ~- -
2 - I O'
~ SP TO a - - ~" -
~ GP 4 -
5 - _ 6- _
18
19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN ~.0 FT. ~D 6.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED:
SOILS LOGGED BY: JODY ~US PERCOLATION TEST PERFORMED BY: ~B ~A~
COMMENTS: ~ INS~U ~NDY SOI~ SHOULD ACT ~ A ~D RL~R.
PERFORMED BY ~C, INC. I, JE~ K G~NESS, CERTI~ ~T THIS W~S pERFORmED IN ACCORD~CE
WITH ~L ~A~ AND NUNICIP~ GUIDEUNES IN EF~ ON THIS DATE:
DEPTH TO
GROUNDWATER DATE
12' 5/29/2002,
11' 6/3/2002
11' 6/6/2002
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
CERTIFICATE OF HEALTH AUTHORITY, APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 050-721-02
1. GENERAL INFORMATION
HAA# /3(-1 O2-3G
Expiration Date:. C~_ .- ~ g _ O J3t''
Complete legal description RIVER
Location (site address or directions)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
R~al Estate Agent.
Mailing address
VIEW ESTATES SUBDIVISION; LOT 9, BLOCK 4
21357 RIVER PARK DRIVE * EAGLE RIVER, AK * 99577
CHUCK LUPER Day phone 696-5090
21287 RUNNING BROOK CIRCLE * EAGLE RIVER, AK * 99577
Day phone
Day phone,
Unlessotherwise~quesle~ HAAwillbehe~byDSD ~rpick~.
2. NUMBER OFBEDROOMS: 4
TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well [] Individual On-site []
Individual Water Storage nj Individual Holding tank
Community Class. Well r-] Community On-site [-]
Public Water System r-I Public Sewer
The Municipality of Anchorage Development Services 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 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 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.) Certifi(~.ates 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.'
Se
STATEMENT OF INSPECTI°N BY ENGINEER
As cedified by my seal affixed hereto and as of the validation date shown below, I redly that my
investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application,
shows that the on-site wafer 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 CARNESS ENGINEERING GROUP, Ltd. Phone 337-6179
Address 3701'E"TUDOR ROAD' surrE 1°1 * ANCHORAGE' AK 99507
Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date
Engineer's Comments:
In conducting this evaluation, GEG, Ltd. attempted to provide a thorough,
conscientious engineering 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 separation
distances measured to readily identifiable features. The operational fife of all wells and
septic systems depend on the local soils condition, groundwater levels ~hat may
fluctuate during the Year, and the water usage of the family being served by the system.
These condiEons are outside the control of the evaluator of the system. Satisfactory test
results do not guarantee futura performance of the system, nor 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.
DSD SIGNATURE
t~. Approved for /-[" bedrooms.
Disapproved.
Conditional approval for
Attachments:
HAA Che(~klist
septic system Advisory
Well Flow Advisory
bedrooms, with the fllowing stipulations:
'= : WAS1~WATEt(: :
...-
Manitenance Agreements
Suppl..emental Engineer's Reort
Other
Original Certificate Date:_
(Rev. 12J01)
;Ii
Be
Legal D,e~;ciiption:
: 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-
HEALTH AUTHORITY APPROVAL
CHECKLIST
WELL DATA *ASSUMED c~ASED TO BEDROCK
W(~ll typei. PRIVA. T__E :IFA; B, or C provide PWSID# N/A
Date completed 6/24/2002 .Sanitary seal (Y/N) YES . .
Totald(Jpth 110 ,fl .... :Cased to *27 fl.
]i' ' { [' ' FROM WELL LOG
D~te o~f ~st 6/2~-/2002
Static water level 105 ft.
Well production ,10 g.p.m.
WATER SAMPLE RESULTS:.
RIVER VIEW ESTATES SUBDIVISION; ,LOT 9~ BLOCK 4. Parcel ID:
Coli~orm' 0 colonies/100 mi.
Arsenic:; N/,A mg./L .
SEPTIC/HOLDING TANK DATA
Tarik Tyl~e/Material STEEL
-Tank size' 1250 gal. Number of Compartments 2
FoUndatioh cleanout (Y/N) yes
I~uJ'nping ':
', Dat~ of 6/23/2004
ABSORPTION FIELD DATA I'B£LOW FINAL CRAD£I
Date
insta
led
7/3/2002
Soil rating ~r ft~/bdrm) 1.0
ength t',: 60 ft, ' Width 5 fi.
050-721-02
Well L~g (Y/N)
wires properly protected (Y/N)
Casing height (above ground)
AT INSPECTION
Nitrate' 0.1 'mg./L: Otherbactei~ia
, - :, : ~ 6/.21/.2004- : :' ~ --
Date of sample: 6/18/2004- Collected b~:
~
Date' installe~
Cleanouts ~/N)
Depression over tank (Y/N) NO High water ~larm (Y/N)
: . ~-
Pumper'' JR'S puMpING '' '
YES-
YES
24 'in.
Totll,depih' ;6.9 - 8.3ft. Eft. absorption area,' 600 ft'. Monitoring tube YES ~. I~epression over field NO
N ,
uate of adequacy test ' ' ' "" Results/p,.,..~:~:i, _ , ~ I , _ . .
_Am/- ' ~on treatment (past 12 mo.) (YIN & type) NONE KNOWN If~/es, give date. · -
!*sYSTEM LESS THAN Two YEARS 'OLD. . i i
Syste~itype SHALLOW'TRENCH
, Grovel 'below pipe 4.13 ft.
N/A
7/,,3/,2002
2
0 colonies/100 mi.
GEG, LtD.
LIFT STATION
Date installed
."Pump on" level at
; Size in gallons
in "Pump off" ' ' in..,. High water alarm level at in.
Cycles tested . Meets alarm & circuit requirements?
SEPARATION DISTANCES ' .., '.
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot r l O0''~t'
Absorption field on lot" · 100'+
Public sewer main N/A
sewer/septic service line ' 25'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
on~adjacen;~ lots 100'-I-
On adjacent lots " 100~+
Public sewer manhole/cleanout ~ ~
~Holding tank N/A
N//A
Building foundation 5'+ : Propedyline 5'+
Water main N/A .... Water service line 10'+
Wells on adjacent lots 100'+ ., · '
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation ~10'+
Water service line 10'+ Surface water 100'+
· ;Curtain drain NONE KNOWN Wells on adjacent lots 100'+,
_ COMMENTS ' .:
Absorption field
Surface water.
5'+
100'+
Water main N/A
Driveway, parking/vehicle storage
10'-t-
G. ENGINEER's CERTIFICATION
I certify that I bave determined through field inspections and
review of MuniCipal records that the above systems are in '
conformance with MOA HAA guidelines in effect on this date.
Engineer's Printed Naml JEFFREY A. GARNESS
Date~ , (,~/'Z."~ ! O ~'" ~'"~
.Waiver Fee $ '·
'Date of Paym(~nt
Receipt Numbe~
;CT and E AWWC
SGSICT&E ENVI 'i
: Drinking water Analysis'R~port for Tc~tal. Coliforrn. Bacteria .. {
· READ INSTRUCTIONS ON RL=~-r-RSE ~IDE BEFORE COLLECTING SAMPLE,
MUST BE COMPLETED BY WATER SUPPLIER · *
TO BE COMP. LETED BY LABORATORY
.. Sample ,Receivina:
· ' " Date: ,~'--
i~livery MethYl, :' E..-I -
Received B~.' ~
;5615301
*. 200 W..F~TrER DRIVE
·· 'ANCHORAGE, ALASKA 99518 .
Tel: 907-562-2343 ..
Fax: 907-561-5301
Lab
t 043594'-!/ --
l, ' I '
S~PLE'n~ '. '": '
: .l~Roufln.' [] Treated Watel;
· ' [] Repeat Sample' . "il I;ntr~'~dWa~r '
(refer to lab no. · .)
I-I Special purpose · ...
· ., .'
,.
Analytical Method:
· D 'Membrane Filter
r'] ' MMO-MUG (P/A)
06-23-04 01 :OOPg
._.SGS....
!
FROg-CT&E ESI,
SGS ENV SERVICES
90?5615301 T-836 P.02/06 F-789
Laboratory Analysis Report
SGS Ref.#
Client Name
Project Name/#
Client Sample ID
Matrix
1043550001
Garness Engineering Group, Ltd.
NA
Riverview East Lot 9 Blk 4
Drinking Water
All Dates/Times are Alaska Standard Time
Printed Date/Time 06/23/2004 13:51
Collected Date/Time 06/18/2004 10:45
Received Date/Time 06/18/2004 13:15
Technical DireCtor Step, l~n C. Ede
Released~~~/~
Sample Remarks:
EP 300.0 - Sample was run past hold time for nitrate due to an instrument malfunction over a weekend.
Allowable P~ep Analysis
Parameter R~ults PQL Units Method Container ID Limits Date Date lair
Waters Department
Niwate-N 0.100 U 0.100 mg/L EPA 300.0
Microbiology Laboratory .......
Total Coliform f 10B, W/Coli, No~/ col/100mL SM20 9222B
.
B (<=10) 06/22/04
A ¢<=1)
06/18104 DPT
t (907) 502-2343 f (907) 561-5301 WWWmSgsenvironmental.com
M.mbur of l~e ScS Oroup (Societ~ Olifl~ral. de Survsillsnc.}