HomeMy WebLinkAboutGREAT LAND ESTATES #3 BLK 4 LT 14
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
Permit Number: ~Wc/qO$c)c) PIe Number:
Name: Wastewater System: J~ New Q Upgrade
Address: ABSORPTION FIELD
Phc~e: ~ No. of Bedrooms:
~c~ /~v~., ~ qq~77I ~ ~ Deep Trench ~ShallowTrench ~Bed ~Mound ~Other
DESCRIPTION so~, Rating: Total Depth from origin~l~ grade:
LEGAL
/.~ GPD/Sq. Ft.
Lot:~ BIock:~ ~T ~Subdiv~i°n:~ ~ ~ ;Depth to pipe bottom from original grade:~ Ft. Gravel depth beneath p~pe ~ Ft.
Township: Range: Section~ I Fill added above original grade: Gravel length:
WELL: ~ New ~ Upgrade Grave~ width: ~ Ft. Number/of lines: Distance~between lines:Ft.
Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material:
Driller: Date Drilled: Static Water Level: Installer: Date installed:
Yield: Pump Set at: Casing Height Above Ground: TAN K
GPM Ft. Ft.
SEPARATION DISTANCES ~ s~.~i~ ~ Ho~i~g ~ Sm~.P.
To Septic Absorption Lift Holding ~ublic/Pr[vate Manufacturer: Capacity in gallons:
From Tank Field Station Tank Sewer Lines ~O~ ~
Material: Number of Compa~ments:
Sudace '~ ' LIFT STATION ~'
Water /0~ /00 ~
Lot ~ Sizein gallons: Manufacturer: ~
Line /~ ~ /~ ~
"Pump on" level at: ~p off" level at: High water alarm at:
Foundation
~3
Electrical
Inspections
performed
by:
Cudain
Drain
Remarks: BENCH MARK
Location and Description:
I Assumed Elevation:/~
ENGI~SEAL
17034 Eagle River Loop Road, No. 2~ ~/'~: /I~-'/
Inspections performed by: Eaale River. Alaska 99577 Dates: 1st/~ -aC- ~
Department of Hea~ Mu s approval {~,,~x,..?.., ,,, ...
Reviewed and approved b Date: / "~.~....,..~-" .......
72-013 (Rev. 9/91) MOA 25
Permit No.Sw940599 Page 2 of 2
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 Wastewater Disposal System and/or Well Inspection Report
Legal Description.BEAT LAND ESTATES#5, BLOCK 4, LOT 14 PID No.: 05115525
97.~_~
;iCi2 ~=: GBADE~...~ MTt)~(CO4&~ MTSO
ii /97.9' FINAL ...................................................................................
/ SEPTIC ' '
__ 89.5' ~
TANK
/
(~
~T.S. ~
A B
?CO 1.6 39.(:
201 25.6::59.4
302 27.3 i 60.~
~03- 30,7.~
304 34.8:: 59.[
~iT1 34.7:: 58.£
~[T2 62.7 :.57.~c
WELL
SCALE f' = 40'
72-013
NEW 1000 C~AL. SEPTIC
· i
'.i
DRAINFIEL]
· er diei rilling og
by
~OC Co. dba
SULLIVAN WATER WELLS
RECEIVED
DEC 2 2 1994
P.O. BOX 670272, cHuGIAK, ALASKA 99567 * TELEPHONE 688.2759 Murii(;ipaii(y ,~?~ciGhOi age
· ' . Dept/)-le~_Human Servioe$
OWNER OF LAND ,~,5.::.Ti--- ~L
ADDRESS
LEGAL DESCRIPTION Z- ~ '/~
~ DRAW DOWN'FT.
DATE,Started Ended [ / O/9 ~ GALS. PER HR
O
PE~IT NUMBER KIND OF CASING
KIND OF FORMATION:
From ~ Ft. to C~
From - F,.to
... Ft..F?/¢.f/AJA ,~'"m'/cj<'dP From
Ft. t.)O~ gd~g?ad~ From__
From ~~
From ff~ Ft. to~O FL
Fr0m_~-, r'~ Ft. to 6c/ Ft.
Fromm_D c~ Ft. to Ft.
From __ Ft. to Ft.
From__.Ft. to Ft.
From
From
From__,Ft. to Ft.
From Ft. to Ft.
From Ft. to Ft.
From Ft. to "Ft
From Ft. to Ft
From Ft. to Ft.
From__Ft. to Ft.
From Ft. to Ft.
Ft. to Ft.
Ft. to Ft.
Ft. to Ft.
~JE 7- ·
__Ft. to Ft,
Ft. to Ft
. Ft. to Ft.
: Ft. to Ft.
From__Ft. to Ft.
From Ft. to Ft.
From.__Ft. to Ft.
From.__Ft. to Ft.
From · Ft. to__ Ft
From Ft. to Ft.
From Ft. to Ft
From · FL to Ft.
From Ft. to Ft.
From Ft. to Ft.
MISCL. INFORMATION:
DRILLER'S NAME
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHOP_AGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT KU3N~ER:SW940399
DESIGN ENGINEER:S & S ENGINEERING
OWNER NAME:DISOTELL CARL A
OWNER ADDRESS:P.O. BOX 770210
EAGLE RIVER, AK 99577
DATE ISSUED:10/13/94
EXPIRATION DATE:10/13/95
PARCEL ID:05113323
LEGAL DESCRIPTION: GREAT LAND ESTATES #3 BLK
LT 14
4
LOT SIZE: 87991 (SQ. FT.)
~ER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
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 343-4744 (24 HOURS)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
ROBERT SHAFER, P.E.
September 30, 1994
CIVIL ENGINEERS
(907) 694-2979
FAX 694-1211
HEALTH AUTHORITY
APPROVALS
SEWER & WATER
MAIN EXTENSIONS
SEWER &WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
WELL INSPECTION
& FLOW TEST
SITE PLANS
ROAD DESIGN
SOIL TEST
PERCOLATION
TEST
STRUCTURAL &
MECHANICAL
INSPECTIONS
ON SITE
WASTE WATER
DISPOSAL SYSTEM
DESIGN
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
825 'L' Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
REFERENCE: Lot 14; Block 4; Greatland Estates #3
Request you issue a permit to drill a well and install a septic system
to serve the proposed thrc~cbedroo~houseonthe referenced property.
Test holes were excavated and percolation tests performed. The
approximate locations of the test holes are located on the attached
site plan. The monitoring tubes within the test holes have been
checked and found to be dry.
Attached is the proposed design.
This property has enough area for a future septic upgrade which can be
seen on the attached site plan. We do not anticipate any adverse
effects on neighboring properties by the installation of the proposed
septic system. There are no points of contamination within the
proposed well radius which can be seen on the attached site plan.
The proposed 1000 gallon septic tank is to be placed outside the well
protective radius. Attached is a site plan which depicts the location
of the proposed tank.
If you have any questions, or require additional information for your
review, please contact us.
Sincerely, ~
Robert C. Cowan, . .
RCC/JA/gk
17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER, ALASKA 99577
\
~9¥0S
ROBERTSHAFER, P.E.
ON-SITE WASTEWAT~ DISPOSAL SYSTEM
(XANSTRUCTION PRACTICES
and
MATERIAL SPECIFICATIONS
CIVIL ENGINEERS
(907) 694-2979
FAX 694-1211
HEALTH AUTHORITY
APPROVALS
SEWER & WATER
MAIN EXTENSIONS
SEWER & WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
WELL INSPECTION
& FLOW TEST
SITE pLANS
ROAD DESIGN
SOILTEST
PERCOLATION
TEST
STRUCTURAL&
MECHAN]CAL
INSPECTIONS
ON SITE
WASTE WATER
DISPOSAL SYSTEM
DESIGN
REFERENCE: Lot 14; Block 4; Greatland Estates
The scope of this project includes the installation of a 1000
gallon septic tank and five foot wide drainfield to serve the
proposed three bedroom residence for the referenced property.
o
Construction shall be inaccordance with the approved site plan
and design drawings, Municipal permit with any special
provisions or conditions, and all applicable State and
Municipal Wastewater Disposal Regulations.
3. The contractor shall be responsible for obtaining any necessary
underground utility locates.
Unless specifically agreed otherwise, the property owner shall
be responsible for final grading areas subsequently depressed
from soil settling. On all leachfield mound systems, the
property owner shall be responsible for ensuring a satisfactory
vegetation growth over the mounded area.
Contractors installing wastewater disposal systems must be
certified by the Municipal Health Department for system
installations. Owners installing their own systems must also
receive prior approval from the Municipal Health Department.
A septic tank is to be constructed by a certified septic tank
manufacturer. Construction shall include two 4" cleanouts for
pumping access.
2. The septic tank shall be sufficiently bedded to prevent
settling or shifting of the tank.
3. Ail standpipes on the septic tank shall extend a minimum of 12
inches above final grade.
4. Septic tanks installed with less than 4' of cover shall be
insulated.
17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER, ALASKA99577
Page Two
Lot 14; Block 4; Greatland Estates #3
September 30, 1994
A foundation cleanout shall be installed one to four feet from
the building foundation. In the line between the tank and the
leachfield there shall be two adjacent cleanouts (unless an
effluent pumping system exists within the septic tank). These
cleanouts shall be located on undisturbed soil not more than
10' from the tank. The first cleanout, in line, shall be to
clean toward the leachfield. The second cleanout shall be to
clean toward the septic tank.
6. Final grading over the septic tank shall be such that a
positive slope exists away from the septic tank.
AS.~]~PfION TRENC~/DRAINF~.D INSTALLATION:
Excavate the proposed trench to the dimensions shown on the
design. The bottom of the excavation shall be within 2 inches
of level. If the sidewalls of the excavation become smeared,
they must be raked or scratched (roughed-up) before gravel
(sewer rock) placement.
o
Once the gravel is installed, the distribution pipe is to be
installed level with the perforations faced downward. Gravel
is then to be placed over the distribution pipe to provide a
minimum of 2 inches of cover over the pipe.
A silt barrier must be installed between the final gravel layer
and the native soil backfill. Ensure the silt barrier covers
the entire gravel surface before placing backfill.
Monitor tubes shall be of four (4) inch diameter and installed
approximately in the locations shown on the design. The
portion of the monitoring tube extending through the gravel
shall be perforated from the bottom of the trench to the invert
of the distribution pipe. This is equivalent to the effective
depth of the gravel as noted on the design.
Backfill over the final gravel layer must not be less than
twenty-four (24) inches. Insulation must be installed when the
backfill depth is less than thirty-six (36) inches. The finish
grade over the trench must be mounded to prevent the formation
of a depression after settling.
MINIMUM MAT~{IAL SPECIFICATIONS:
1. Any septic tank proposed for installation must be constructed
by a Municipally approved septic tank manufacturer.
Page Three
Lot 14; Block 4; Greatland Estates #3
September 30, 1994
2. The following pipe materials are approved for use in septic
system installations in the Municipality of Anchorage:
Type of Pipe Perforated
Solid
Cast Iron Yes Yes
ASTM D3034 (PVC) Yes Yes
ASTM F810 (HDPE) Yes No
ASTM D2662 (ABS) Yes Yes
Use of a type of pipe other than listed above must be approved
by the
inspecting engineer.
3. Insulation shall be at least 2" thick extruded direct burial
polystyrene (Dow Chemical Company Styrofoam HI or equal).
4. Septic tank inlets and outlets shall be fitted with watertight
couplings (Caulder, Fernco, or equal).
A permeable nontoxic silt barrier (Typar 3401, Mirafi 140/N, or
equal) must be installed between the final leachfield gravel
layer and the native soil backfill.
6. Ail leachfield gravel (sewer rock) shall be 0.5"-2.5" screened
gravel with less than 3% passing the ~200 sieve.
o
When sand is being used as a filter material, its gradation
specifications must conform to current M.O.A. or D.E.C.
requirements.
INSPECTIONS:
Typically there will be a minimum of three (3) inspections required
during the installation of the wastewater disposal system. These
inspections will occur as follows:
The first inspection must be conducted after the excavation of
ditches, pits, trenches, or beds and before the installation of
any gravel. A septic tank may be set in place, but may not be
backfilled before this inspection.
The second inspection must be conducted after the placement of
the silt barrier, gravel, distribution lines, standpipes,
cleanouts, and insulation, but before the placement of any
other backfill.
Page Four
Lot 14; Block 4; Greatland Estates #3
September 30, 1994
3. The final inspection is to occur upon final grading of the
property.
Often there will be more than these 3 inspections required, especially
with the installation of multiple trenches, sand filters, pressurized
distribution systems, etc. Thus, the inspecting engineer is to be
contacted at least 24 hours prior to the start of construction. If
necessary, a pre-construction
meeting will take place on-site. The inspecting engineer will not
coordinate, direct or control in any way the contractor's activities.
The owner shall contract with the contractor to perform the work
outlined in these specifications and plans and in accordance with the
attached M.O.A. permit. There will be no contractual arrangement
existing between the contractor and S & S Engineering. S & S
Engineering shall be the owner's representative and will inspect the
work as stated above to document the contractor's activities. Final
acceptance of the contractor's work rests with the owner and the M.O.A.
S & S Engineering shall have no liability to the owner or to others for
acts or omissions of the contractor or any other persons performing
work on this project or the failure of the contractor to carry out the
work in accordance with these construction documents. S & S
Engineering's inspecting engineer will not be responsible for the
construction means, methods, techniques, sequence, procedures or the
safety precautions incident to this project.
CONTRACTOR/INSTALLER
Municipality of Anchorage J
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
, SOILS LOG -- PERCOLATION TEST
'
LEGAL ~SC~mlIO~:~ [~ ~ Township, Rango, Soction:
O~ ~~~ ~ ~ SLOPE SITE PLAN
1
3.,
5
?
8
WAS GROUND WATER
10 ENCOUNTERED?
12 ~,W,~ DEPTH?
De,th to Water After Monitoring?
13 - ~ Dote:
Gross Net Depth to Net
Reading Date Time Time Water Drop
14-
15-
16-
17-
18-
19-
PERCOLATION RATE '~'* (minutes/inch) PERC HOLE DIAMETER __
TEST RUN BETWEEN ~'~" FTAND FT
COMMENTS
PERFORMED BY: P~ ~~"~ I~-------~¢ ~ CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4185)
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
LEGALDESOR,.T,ON=b
1
2
3
4
5
6
7
8
9
I0
11
12
13
14
15
16
17,
18-
19-
20-
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
DATE
Township, Range, Section:
WAS GROUND WATER
ENCOUNTERED?
DEPTH?
SITE PLAN
Depth to Water ~j, JIe, co J [
M0nitormfl? ~-~'"~ Date: C~-~0 ~J
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE ''~' '~ (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN '~'~'~- FT AND '~"~' FT
COMMENTS
PER FO R M E D BY: ~"~"0'~ ~'"~'~'~'~ ~ CERTIFY THAT THIS TEST WAS PERFORMED tN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~ --"~ ~ -~"? ¢
72-008 (Rev. 4/85)
Municipality of Anchorage
Development Services Department
Building Safety'Division
On-Site Water and 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 FAMI'LY DWELLING
Parcel I.D.
GENERAL INFORMATION
Complete legaldescription ' LeT
Location (site address or ,directions)
HAA#.
Expiration Date:
e
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing Address
Unless"°thetwise requested, HAA wi//be held by DSD for pickup.
NUMBER OF BEDROOMS:
3-' ' TYPE OF WATER SUPPLY:
Individual Well
Individual Water Sto~age
Community Class ~
Public Water System ' '
Day phone
Day phone
Day phone
TYPE OF WASTEWATER.DISPOSAL:
E~ Individual On-site E~
[] Individual Holding tank []
Well [] Community On-site r-i
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 'independen~ 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 sample results. (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.
DeVelopment services':Department :
Bbilding Safety Division '
On-SiteWater& Wastewater;Program ~
4700 South Bragaw St.r ; .......
P.O. Box 196650 Anchorage,' AK ;99519-6650 ~ .' .::
i'..i,,i, www. 'ci'anch°rage'ak' ,Os (907) 343-7904 .... ' ~ ' i'i' ''':~
OVA cF! .....
i!i, : HEALTHAUTHORITYAPPR., L ECKLIST '"=
'i:iLegal Description: /...~ /~,,/'~k' t./, ~ ~-~z~/,.~.~t~/="'5~-.L~/:!3 ParcellD: 0~i-~1~~-' ~."~
: : : , :, .! ; i. : :;
IWELL DATA , '
' IfA, B, orCprovidePWSlD# ~ ' ~" "'
l iWelltype ~--; /~' Well Log (Y/N) ' 'i '~f .~
Date completed e/~,{: '! 't "Sanitaryseal(Y/N) ~ Wires properly protected (W~) ~'.. ..
taldepth ~ E. ~ '
Casedto ~ ~. Casing height (abovegrou ),, ',~ ,
FROM WELL LOG · AT INSPECTION
Ddt6 o~ ~est Io ~:~ ~ ~/e ~ '
Static water level ~ ~ fl. .~ ~ ft.
Well production I ~ g,p,m. ~ g.p.m. ~
'WATER SAMPLE RESULTS:
'Coliform ~ coloniesll00 mi. Nitrate ~.~ mg~. Other bacteria ~ colonies/100 mi.
Arsenic: ~ ~g~l. Dale of sample: ~ ~ollected by: ~ '
B.: SEPTI~/HOLDIN~ TANK ~ATA ~
' ;, ,Tank T~e/M~teri~i ' ~. ~ ! ~.~ ' Date installed
'~' I
:Tank size /~ gal. Number of Compadments ~ Cleano~s (WN) ~ ~
',. : I' '
Foundation cleanout (YIN) ~ Depression over tank ~IN) ~ High water alarm (WN) ~1 '
: .... '~ / ' ~ ;~
; Date of pumping ~ ~ Pumper ~~a,-/ ~Er~ ":;~' ..
C,: ABSORPTION FIELD DATA .~.
: Date installed ~/~ Soilrating (g.p.d./E~or~Nd~):,/.~ System~e ~-~~
: '
. Length ~ ~ ff. Width ~ ~. Gravel below pipe ~
'Total depth ~ ft. Eft. absorption area,~1 ~ ft~ Monitoring tube ~ Depression over field
:'Date of adequa~ test ~e? Results (Pass/Fail) ~ For ~ bedrooms
. Fluid depth in absorption field before test O in, water added ~Ogal. New depth ~ in,
'Elapsed Time: in. Final fluid depth . , , Abso~tion rate >= ~D g,p.d.
~Any rejuvenation treatment (past 12 mo.) (Y/N & t~e) '.~J If yes, give date
SGS Ref.#
Client Name
Project Name/#
Client Sample ID
Matrix
1040777001
Tobben Spurkland P.E.
GLE, L14, B4
GLE, Lot 14, Block 4
Drinking Water
All Dates/Times are Alaska Standard Time
Printed Date/Time 02/19/2004 13:51
Collected Date/Time 02/16/2004 14:00
Received Date/Time~.-- 02/16/2004 15:30
Technical Direetor~,~ ~e .
Released By '~
Sample Remarks:
Allowable Prep Analysis
Parameter Results PQL Units Method Container ID Limits Date Date Init
Waters Department
Nitrate-N 3.05 0. 100 mg/L EPA 300.0 B (<= 10) 02/I 6/04
Microbiology Laboratory
Total Coliform
0 col/100mL SMI89222B A (<=1) 02/16/04 DKC
19:43 FAX
002/002
^.q. IlUILT
n~s ~ku~l~ ~ ~ within th~ ~mp~y lln~Jnd
' ' ;i ,~ ' ' ", : I:::i ' , i ~,~, ,.~ F-' , 5~ .. :2[ :' ~
i !~ , ~! . ,,: ;~ DeveloPment'Se~lcesDepart.ment
. ' ~//,~j~,, ~ ='~ ~ ..~ ,~ ~Bu,ld,ngSafetyDIvls,on
; '"~ h. I{~~ ~J}' ' ;:.=]. '. On-Site'Wa{er~and~astewater Program" :
~ .... ' ~~~// ~ ' ~ ~ .' ,' ' 4700 South Bragaw St. :.
= ='~: ~ ~ ~ ~~ '. ~ . ~c.aqcnorage.aK.us
~ . .' ~ ~ ~kl;~lTF~,,~,~ ,.___~W~F//~,___,.,,_~. .- ------------~ ~HRMIT~AE ~OMMbN.I: SHEET
Legal description: ~reot ~nd=Estotes.~3, ,. Block ,4 ,.Lot, 24
- , ~ a e~ork has been revmwed and ~s being returned for the following reasons.
The attached p p . ~ .
. ~ ~ Original s~gnature,or stamp m ss~ng on.~., ,.. ,.'; . ~.~ ~
~ .~ ,Calculatonerrormdes~gn ...... ,.. .... : . .. ~ ~,
" ' ~ ~ , ~ I~- , ~, , ~: ~ . I ~: ~ ~
, · ,~ , . · , ~ ~ ,., :,= ~: ~,~ ~' . ~ . ,
: ' ~ Add'tionalsoil~information neede'd.~',:'~=~.." =' ','f "= {.:
~"' '1, I ~atermonitoring resu~[s ~na~equam.,.~.,~ ~'.. .~ ' 1. =:
; ~ D~screpancy ~n ~nformabon su~m~tt~d~'~.,~ '~.... ~
~:.~ ~pographicinfo~mationmiSsingorinadequate. ih~: ~ : .
: ~ ,~ Incomplete;.missing ' :~ ~ ' ' ~ =. ~ 1~ ~
~: ~ Incomplete;missing ' '~ :'.; .~ ' ~'~ : '
~ ',' ~ Additional adequacy test ~nformab0n n~eded.. ~,, ~, = .:
: ~ ~Watersample;unacceptaDle.:~ ,~: : ~ . : .~ ' ~, = ' ::= ' ::.
. ~.=. ~ Measured/proposed d~stan~sld~mensions ~s~ng~ : ~. ~ ,
' ' I: ~1 ~ Lo~tions'of all soils, per~lat~on ana water momtor!ng te~
~ ~ Proposed system too deep'for so~ls ~format~on submitted. ,.
. ~ . g red . , . ~ i ; .. ,. . . .
. Well Io requ ........ ~
~ .... ~, ~ ~ I,,~ ~,,. ~ ,, : ' ' , ,,~ '~: ....... ~ , ,', ~ = .....
~ ~ ~Om~ss~on~nnarmt~ye. :: , '.~ . , ' ~ ~ ~ . ~
..:, ~ :lnsufficieht fill ~er tank or field. : '= ~ .: ~" ~ ., ~"' ;~ ~. ',~;:: ~ :~ ,:~
,:r ~ ,~,[ . ,~ ,~ ~,- : , !~. ,:~ ~"',~[ .,-[ ~ ',~'. ~'t!;l".-~ : [~: , ~ ~:,' ~
'~ ;:'~' ~ :Other Co;Id ~t, find Monito,:tubeldumng f,eld ,nspectmn :~ ]f~ ~ ~~::
~ , : ~ ~ ~ ' , ~ ~ ~ ~ . , ~ . ~, . . , . , .
, ~ . N~meo~revlewer: ~-o-~ : ,,, .:'~',: i '. , .. , , , · -- ., i . ;:, .
~ ,I '. r~ · ~; ..., ~ ,.. ....... l,:, . ,. , . ,, .
~ 'Please ~'u~, , t~e :~ecessar~ tntormaFon iana
,"' ' .I ~ ~ , I .~ i
,,, :, ~..~'~ , , , t I-. .. , , ~I~
. ':~ ', :~' THIS~O~:t~ ' CriED TOiTH, 5~RAPERWORK.,
" '~ '~' ''~ = ' ' i ' '
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
Parcel I.D, #
1. GENERAL INFORMATION
Compt~(~te'iegal description
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
Location (site address or directions)
lq:q.
Property owner
Day phone
Mailing address
Lending agency
Mailin. g address
Agent
Address
Day phone
Day phone
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS:
TYPE OF WATER SUPPLY:
NOTE:
TYPE OF WASTEWATER DISPOSAL:
Individual on-site
Holding tank
Community on-site
NOTE:
Individual well
Community well
Public water
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
Public sewer
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 [Re~.1/91) Front MOAfF,~I
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 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.
Name of Firm I ~ ~,~,~,
Address
Engineer's signature;
DHHS SIGNATURE
~/ Approved fo;~,P~¢~
bedrooms.
Date (~/~' l~ ~
Disapproved.
Conditional approval for ~ / ~.~. bedrooms, with th-e following stipulations:
AdditionalOomments~,'\,,i¢ ¢L¢~f'¢,¢c~/ ('~,/~{:~ ~/L~ (~¢')vl~iJ~O~,~dc~
By:
The Munioipality of Anchorage Department of'Health and Human Services (DHHB) i~ue$ Health Authori~
Approval Certificates based only uPon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers 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.
72-02~(Rev. 1/91) Back MOA~/21
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
Environmental Services Division
825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) 343-4744
Health Authority Approval Checklist
Legal Description: (~-~_,~.,4 LJ £, Parcel I.D.:
A. WELL DATA
Well type. ~
Log present (Y/N)
Total depth [/~ ~f
IfA, B, or C, attach ADEC letter. ADEC water system number
Date completed 1 0/9 ~.t/
Cased to ~ ~ r Casing height (above ground)
Sanitary seal (Y/N) ,, ~//' '
Date of test
Static water level
Well production
WATER SAMPLE RESULTS:
Coliform
Date of sample:
B, SEPTIC/HOLDING TANK DATA
Date installed /0,2;o'. ?"/ Tank size
FROM WELL LOG
Wires properly protected (Y/N)
AT INSPECTION
g.p.m. 7 '~
Y
g.p.m.
Nitrate
~,~,~¢ ~'~¢Z Other bacteria ~"[ ~
Collected by: '/~ '-~
Number of Compartments
Foundation cleanout (y/N) 7 Depression (Y/N) N High water alarm (Y/N)
Date of Pumping ~/¢~ Pumper
C. ABSORPTION FIELD DATA
Date installed le -~ - ~ ~
Length Width
Effective absorption area ~'7
Date of adequacy test ~7/~'~ / ?. ~.
Fluid depth in absorption field before test (in.);
Fluid depth 1~ II (ins) Minutes later:
Peroxide treatment (past 12 months) (Y/N)
Soil rating (g.p.d./ft~ er--ftYed~m-)--
Gravel thickness below pipe
Monitoring Tube present (Y/N) y
Results (Pass/Fail) '~
lO
J' ~-- System type "~-" ~'<"'3'4z//~--
~'~ / Total depth
Depression over field (Y/N)
For ,~ bedrooms
,..,/~
Immediately after'7~,O gal. water added (in.):
Absorption rate = ~>/--/~ ~ q.p.d.
If yes, give date
72-026 (Rev. 3/96)*
LIFT STATION
Date installed
Manhole/Access (Y/N)
n" level at*
High water alarm level at* ,/~ *Datum
Cycles tested _////
E. SEPARATION DISTA CN~EES
"Pump off" level at*.
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot ~ t ~
On adjacent lots ~/,~-o
Absorption field on lot
Public sewer main t~/~,
Sewer/septic service line
On adjacent lots
Public sewer manhole/cleanout b////--%
Lift station t',/
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
Foundation (~"2 ~ Property line ~/0 Absorption field l 0
Water main/service line .>c~~ Surface water/drainage I"t/1D Wells on adjacent lots >/~..~
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line
Surface water
Curtain drain
Building foundation ~ ~/ Water main/service line
Driveway, parking/vehicle storage area
Wells on adjacent lots
ENGINEER'S CERTIFICATION "':
I certi~ that I have determined thru field inspections and review of Municipal records that the above systems are
in conformance with MOA HAA guidelines in effect on this date.
Signature
Engineer's Na
Date
HAA Fee $
Date of Payment
Receipt Number
72-026 (Rev. 3/96)*
Waiver Fee $
Date of Payment .
Receipt Number
T.SPURKLAND P.E.
203 W. 15th. AVE. SUITE 203
ANCHORAGE, ALASKA 99501
(907) 279-3916
Fax (907)-276-6013
Municipality of Anchorage
Department of Health and Social Services
825 L Street
Anchorage, Alaska 99501
Subject:
Conditional HAA
Great Land Estate #3
Block 4, Lot 14
June 2, 1999
Gentlemen;
On June 1, 1999 I observed that more than 2 feet of fill had been placed over the septic tank on
subject lot. The condition of the HAA has therefore been satisfied. Please issue an Unconditional
HAA for this property.
Yours
T. Sp'~ur~
Parcel I.D. #
1,
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
GENERAL INFORMATION
Complete legal description
Location (site address or directions)
\ oko~ \~_ O'~P~ P__
Property owner
Mailing address
~L.;5 ,~-,~ ~-,--,.,~,~-~. ~'~-~,,~ Day phone
Lending agency
Mailin. g address
Day phone
Agent
Address
Day phone
Unless otherwise requested, HAA will be. held for pickup.
NUMBER OF BEDROOMS: --~
TYPE OF WATER SUPPLY:
NOTE:
Individual well
Community well
Public water
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and statu"s 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. 1/91) F¢ont M'OA#21
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 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.
Name of Firm
Address ~..~
EngineeCs signature
Phone
Date ~/~/~¢
DHHS SIGNATURE
Approved for
Disapproved.
,'~ Conditional approval for
bedrooms.
bedrooms, with the following stipulations:
Additional Comments
Date ~ --//~'-- ~¢'?
· 'f;Nqll'h
The Municipality of Anchorage 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
professional engineer registered in the State of Alaska. The DH HS does this as a courtesy to purchasers 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.
72-O25(Rev. 1/91) 8~ck MOA~21 :
Municipality of Anchorage J~ E (~ E ! V FJ~
DEPARTMENT OF HEALTH & HUMAN SERVICES
Environmental Services Division MAR 5 19
825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) i~u4~-474,4
c~pa~ity of A~chorage
Oept. Health & Human Services
Health Authority Approval Checklist
Legal Description:
A. WELL DATA
Well type "~
Log present (Y/N)
Total depth
Sanitary seal (Y/N)
Parcel I.D.: O ~ ~ ¢ \'-5'5- ,2--%
If A, B, or C, attach ADEC letter. ADEC water system number
Date completed
Cased to ~, ~
Casing height (above ground)
Wires properly protected (Y/N)
Date of test
Static water level
Well production
FROM WELL LOG
AT INSPECTION
g.p.m. -7
g.p.m.
WATER SAMPLE RESULTS:
Coliform (~
Date of sample: 'Z/;~3'/~
Nitrate
o.~. ~ q vv'(~/L~ Other bacteria N .L~
Collected by: I -~
B. SEPTIC/HOLDING TANK DATA
Date installed lo. ?..~.
Foundation cleanout (Y/N)
Date of Pumping
C. ABSORPTION FIELD DATA
Date installed ~o. zo .¢J ?
Length //~¢ Width
Effective absorption area
Date of adequacy test z/¢:5
Fluid depth in absorption field before test (in.);
Fluid depth ~//t* (ins) Minutes later:
Peroxide treatment (past 12 months) (Y/N)
Tank size lo.--o-er Number of Compartments 3_ Cleanouts (Y/N).__
Depression (Y/N) y ~' High water alarm (Y/N)
Pumper ~ ~.~'~.~ P~'~'[;-~'~ ~
Soil rating (g.p.d./ft~ ~) ]~
Gravel thickness below pipe
Monitoring Tube present (Y/N). ~
Results (Pass/Fail). '~
N
!
~ Depression over field (Y/N) __
For ~
Immediately after '77.c~ gal. water added (in.):
Absorption rate = ~ /~Z~,~C:> g.p.d.
If yes, give date
7'
System type
Total depth
bedrooms
72-026 (Rev. 3/96)*'
LIFT STATION ~-~/~.
Date installed
Manho e/Access (Y/N)
High water alarm level at*
Size in gallons
"Pump on" level at*
*Datum
__ "Pump off" level at*
Cycles tested
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot ~ Io-O
Absorption field on lot ~ [ c-c>
On adjacent lots "~ ~ ~
On adjacent lots ~ I~o
Public sewer main /A Public sewer manhole/cleanout
Sewer/septic service line :> IC,"O Lift station
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
Foundation ,:~"7 Property line /%/~ Absorption field
Water main/service line ~ ~ .~ Surface water/drainage l'"~. / o Wells on adjacent lots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line
Surface water
Curtain drain
Building foundation ,'5 ~/ Water main/service line
Driveway, parking/vehicle storage area
Wells on adjacent lots ~ //cD
F,
ENGINEER'S CERTIFICATION "_~:~.'.
I certify that I have determined thru field inspections and rev/ow of Muntctpal recor, d~J that,th~'a~ove systems are
in conformance with MOA HAA guidelines in effect on this date. ~-'
'%t ;'-:.,'., ,, ~¢: *"' ~' .: · :,"".' ,' '
HAA Fee $
Date of Payment_
Receipt Number_
72-026 (Rev, 3/96)*
Waiver Fee $
Date of Payment
Receipt Number
MAR-Ol-99 18:28 FROM-CTE ENVIRONMENTAL
~t~ C T&E ~'"vir°nm'nmlServicesl"c
%080 P.02/03 F-4)5
CT&E Ref.# gg~K)58023
Client Name Tobben Spurld~md P.E-
Project Name/# nla
Client S~ple ~ Great Lm~d Estate L 14 Bk 4
Matrix D~i~mg Water
Ordered By
PWS~ 0
Sample Remmks'
Client PO~t
Printed Date/Time 03/01/99 16:09
Collected Date/Time 02/23/99 12:30
Received Date/Thane 02/~3/99 15:30
Technical Director: Stephen C. Ede
Released By //~// / ~
Atta~abLe Prep
kimiTa Pate
~ate
ToTaL CoLiform 0 ¢ot/)OOmL SM1B 9222B 02y23/99 KAP
NiTraTe-N 2.89 0.100 ~/L EPA 300.0 10 ma~ 02/2~/99 0212)/~9 $£L
::: '¥~-:~:'-;~-;'~c~mpl~te legal'description ~ t 14; Block 4; GroUnd Es'~e~ ~3'??:¥.~?-J't .-.'-._-.'
. >~,~~~the~ise.m ue~te~ H~.w#lbeheldforntckun~~.~.,:,~,
:~-:: ~TE.~? :lf. commuot.~:~we~l: system, provtde wn~en .confi~ation. ~m State
. ?:- ...... ....¢. ~- ...- If commum~ waste~ter syste~ prowde wrt~en qonfirmation:from~State:~ DEC
'~STATEMENT OF INSPECTION BY, ENGINEER
· ,. ~; ~...-..,.-,.,.., ?%f '~-" ......... ~.-.~..fi... ~ - - -
As certified by my se*~[~ffi~ed h~t6~and'~s Of the validation date shown, below,.I verify that my
nvestigat on of this Health*:A~*~h~rity~rA~3proval application shows that the ·on-site water supply
and/or wastewater disposal Sy~ier~*is~'sa:~el f~u~n;:ti'0'n'ai'and adequate f0'~ i~e 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 invest, i_,qation and inspection, the on-site water
supply and/or wastewater disposal s~stem is in compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection
Name of Firm : .~ ~ ~=;,.~';'L.__k'_-
17034 Eagle Rlve~. Loop Road
Address . .E~I~ ~~ :, ~
.Engin~¢ssign'atur~',v'' ~;~ ", .~
Phone
· · · . . ,.-....:: ~. ~-.
P_.. · . . · .,.:,:..:.; ,~*~2~;ese'ntati°hS niven inpamgrap~ 5 a60Ve'by ~n::indepe~d?~t,::
APproval Ce~ ficates DaseQ omy upu. ~-~ ~. . ~ . .... ,. : r~ ..~ :.,. ..
, ': ~'' ~e~ ntheSta{~"~{A[~k~,TheDHHSdoesthisasacou~esyt°purchasem'°fh°mes;;;~'::
professional engineer r~ste -. ~' ~. ' .' ' ~:: ~-~ ~"~ ~,~*~ ~a' ~6m~h~'Em I°y~s of DHHS do not
andthe~r lending mstltut~onsm or0erto' ,~. ~, ,, , ... ;_ ~_.?e,~ Th~ M~icioali~ 6f Anchorage ,s not
tlons 0r' ana e data oerore a cem~lca~e ,s ,~.-~..,.- .v~--: .... :. ::~...~ ...... , ~:.
,.conduct jnspec. : ...... ~, ~..~ .... ~,.,,~. ,,,,:. ~? ; -,..~.-. ,:,?-,:::~;:~?.~:;:::-.;:::,.; :-;;;;;;~.~.r,;~:c;,::~, :, .:
Legal Description:
A, Well Data
Well type ~,
Log present (;;~N)
Total depth L~I ~ Cased to
Sanitary seal ~N)
~ Municipality of Anchorage
Department of Health and Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
If A, B, or C, attach ADEC letter. ADEC water system number ~ 1~
Date completed ~.~ ~ Driller ~o~..~, ~...~
FROM WELL LOG
Date of test \ o -~ ~
Static water level ~'5 ~
Well flow 1~, ~
Pump level1 ~ V----
~.o%' ~ ~ Casing height
Wires properly protected (~N) ~
AT INSPECTION
g.p.m. J g.p.m.
SEPARATION DISTANCES FROM WELL TO:
Septic/hetdiflg tank on lot
Absorption field on lot
Public sewer main
Sewer service line
; On adjacent lots \c, c:, ',"~
; On adjacent lots \ o c~~ ¥
Public sewer manhole/cleanout ~1~.
Petroleum tank ~A~.~
WATER SAMPLE RESULTS:
Coliform d.~ Nitrate
Date of sample: .-~
Collected by:
Other bacteria
B. SEPTIC/HC, L~,:;;~ TANK DATA
Date installed \o~ ?l ~
Cleanouts (~) ~
High water alarm (Y~
Date of pumping ~LI/~
Tank size \o~o c.~/>d_~ Compartments '7..-
Foundation cleanout (~/N) ,,./ Depression (Y/~)
Alarm tested (Y/N)
Pumper
SEPARATION DISTANCES FROM SEPTIC/~ TANK TO:
Well(s) on lot ~'~-~'~-~'
To property line \ c
Surface water/drainage
On adjacent lots
Absorption field
Foundation '~"~ I
Water main/service line I ~ ~'~
72-026 (3~)° Front CONTINUED ON BACK PAGE
C. LIFT STATION
Date installed
Size in gallons
Vent (Y/N) "Pump on" level at
High water alarm level
Meets MOA electrical codes (Y/N) ~
SEPA~F'I' STATION TO:
WelK-0n lot On adjacent lots
Manufacturer
Manhole/Access (Y/N)
"P u..mp-eff~'~el at
Sudace water
D. ABSORPTION FIELD DATA
Date installed t c::, ~ 7~
Length L~~ Width
Total absorption area
Date of adequacy test ~-~./~
Water level in absorption field before test
Peroxide treatment (past 12 months) (Y~
Cleanout present ,GS"N)
Results (pass/fail)
Soil rating (GPD/Ft
Gravel thickness
System type ~,¢.~
3 ~ Total depth
Depression over field (Y/~_)~
for ,~/~, Bedrooms
After test ,'~ ~,
If yes, give date '~/~.
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot
To building foundation
On adjacent lots
Surface water
Curtain drain
On adjacent lots Ic~ c:, ~- Property line
To existing or abandoned system on lot
Cutbank ~L~,~. Water main/service line
Driveway, parking/vehicle storage area
E. ENGINEER'S CERTIFICATION
I ce~'fy that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on_J~e,c~.__,e~is., inspect/on.
.........
Si nature
Enolneeg_ Name .
Date
HAA Fee $ ¢ fpcO ,- ~-J~ Waiver Fee $
Date of Payment ¢t-' ~ C.,/ -- ~ .'~- Date of Payment
Receipt Number '7 ~3 ~/L~¢O ~/ Receipt Number
72-026 (3/93)° Back
CT&E Environmental Services Inc.
Laboratory Division ~
~T~= Re=., 9~.1~9~-1 Laboratory Analysis Report
M~trix WATER
Cllenc Sample ID
Client Name
Ordered By
Project Name
F~oJect~
pw$~D UA
WORK Order 13564
p~inced Date 04/03/95 ~ 13:51 h~-
Collected Date 03/30/95 ~ 11;30 hr~,
R~celved Date 03/39/95
Technical Director 8TEP~N C. EDE
sample Remarks: $~PLE COLLEOTED E¥: ~ ~ S ENGINEERING, WITNESSED BY JACK.
QC Allowable ~Xt. Anal
pa~at~eter ~esul~s Q~al Ut~l~ Method Limits Date Da%e Init
............................................................. 03/31/95 CMR
Nitrate-N 2.53 D I/l~/~ E~A 353,~ 10.
See ~pecial In~truotione Above UA - %Taavailable
8~ Sample Rema~ Above NA ~ Not A~alyzed
Undetected, Reported value ia the praotical ¢~anblfica~lOn ~imit. LT = 5e~s Than
GT - Greater ~an
Secondary dilucion-
200 W. Potter Drive, AnGhorage, AK 99518-1605 -- Tel: (907) 562-2343 Fax: (907) 561-5301
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