HomeMy WebLinkAboutSTEWART #1 BLK 2 LT 3wart
Block 2
Lot 3
#050-472-6!
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 ~ L~'
wvw.ci.anchorage.ak.us (907) 343-7904 P(~ge 1 of 33
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number:. SW010489 PID Number:. 050-472-61
"c"":STEVE POST Wastewater System: I-I New · Upgrade
21508 LOWLAND AVENUE * EAGLE RIVER, AK 99567 ABSORPTION FIELD
No. ef Be~roome:
Ph°"":(907) 263-0117 *,3 mDeep Trench IShallcw Trench ~Bed r'lMound I'tOther
LEGAL DESCRIPTION 1.2 ,,~/~ ,, 7.5-6.0
2 33 STEWART #1 3.5-4.0 ~ 4.0 n
- - - 0.0-0.75 F~ 51
WELL: [] New [] Upgrod 5.0 rL 1 - P~'
. ,~ r. r~ 510 so. r, D 330334/ F-810
~ ~ c~,Ddl~ s~s. wo~.-b,,.~ ~ t~'; 5"~716 17/2002
rL 5OUTHFORK CONSTRUCTION --
SEPARATION DISTANCES .s.,,c = Holding = S.T.E.P. =Other
T.~.~To Septic AbaorpUon Lift Holding s~.~/P~' PREMIER PLASTIC 13300
Well 100'+ 100% - - 25'+ PLASTIC 2
s,,oco wot., ~oo'+ ~oo'+ - - - LIFT STATION
Founde*Jon 5'+ 10'+ - -
Curto;n Dmin NONE KNOW~
1
Rernork$: EXISTING SEPTIC TANK ABANDONED BENCH MARK
PER UPC. TOP OF CONCRETE SLAB CLOSE TO POINT "B"
· SEPTIC SYSTEM SIZED FOR 4 BEDROOMS PER
HOMEOWNERS REQUEST 100.00
AKWWC, INC. Dates:Is, 5/16/2002. ~.*.~...':.';'.('~J~ i~'. .,.__.,['""~*t .......
Inspections performed by:
2nd 5/16/2002k,..,/ ' ~'
3rd 5/17/2002 ~ ....... ./. I. ~' ...~,~.-.:....~
^ '..j,~, f .,~
0, :- ,955 ...'
Development S .,rvi~es pppartment Approval/ /, ~?,........~., ......
AS BUILT DRAWING
SW010489 ~ 050-472-61
/ \
/ \
/ LOWLAND AVENUE \
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~ :" /
k y:..
P.5:.'I / -~. / .
~C' S~C T~K
$~ ~ A COaMUN~
~ ~1 ~ ~DBL1
~I 69.5 I 21.2 '.' s ~C
~2 71.7 I 24.6
~IN~
DB~ 75.5 27.7 ~ :.~,~. ',)_ / ~, ~ '~
C01 89.7 75.0 .: ';." '.'
/
/
NOTE: SEPTIC SYSTEM ~ O~Nn~~
W~ SIZED FOR A 4
BEDROOM HOUSE ~GLE RIVER ROAD
5/25/2002
l~.~.~
... = ...."
~ ,, :...~ ..... .~ ~
A B
STI 69.5 21.2
ST2 71.7 24.6
DBL1 75.0 26.7
DBL2 75.5 27.7
FD 74.1 28.6
C01 89.7 75.0
MT1 90.5 7,1.7
C02 120.5 78.4
UT2 120.5 79.0
ALASKA ~TER & WASTEWATER c..~.o.
CONSULTANTS. INC. $c.~.:
PREPARED FOR: PHONE NUMBER: PAGE: NUMBER:
STEVEN POST (907) 263-0117 2 OF
STEWART SUBDIVISION #1; LOT 5. BLOCK 2,
AS-BUILT DRAWING OF SEPTIC SYSTEM UPGRADE
.~.~.uMg~: AS BUILT DRAWING
SW010489 -- 050-472-6
INSULATION ----~ / 100.78-I00.80=
TOP OF' TIU~K AT--~ ~ = --
/ NEW 1,.900 OALLON
ilWSRT Or BUNO I "PREMIER PLASTIC"
AT INLL~' - 97.17 SEPTIC TANK lUV[RT OF BUNG AT
'mENCH -
C.J.G.
PRE. PA.R[D FOR: PHONE NUMBER: PAGE NUMBER:
STEVEN POST (907) 265-0117 $ OF ;~
PROFILE AS-BUILT DRAWING OF SEPTIC SYSTEM UPGRADE
MUNICIPALITY OF ANCHORAGE
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 PERMIT
Upgrade
Date Issued: Dec 17, 2001
Expiration Date: Dec 17, 2002
Permit Number: SW010489
'Legal Description: STEWART #1 BLK 2 LT 3 REM
Design Engineer: 0041 AK Water & Wastewater Consultan'
Owner Name: STEVEN J. & DIANNA L. POST
Owner Address: 21308 LOWLAND AVENUE
EAGLE RIVER, AK 99577-9584
Parcel ID: 050-472-61
Site Address: 021308 LOWLAND AVE
Lot Size: 24750 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of;
[] Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private WeII [] Water Storage
AIl construction must be in accordance with:
1. The attached approved design.
2. ,NI requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastawatar 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: --
Data: J2 /iT /O!
IO-...i iq Ioj
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.a nchorage.ak.us
(907) 343-7904
Parcel I.D.
ON-SITE SEWER/WELL PERI"IIT APPLICATION
FOR A SINGLE FAHILY DWELLING
g~0-472-§1
Permit Number StUOl04(~c/
Property owner(s)
Mailing address (1)
Mailing address (2)
STEVE POST
21308 LOWLAND AVENUE * EAGLE RIVER. AK
Day phone 26~-0117
Zip Code 99577
Legaldescription(Lot, Block&Sub'd.) LOT 3. BLOCK 2: STEWART SUBDMSION
Legal description (Section, Township & Range)
Lot Size ~.4.75'0 Acres/Sq. Ft,
N/A
Number of Bedrooms
THIS APPLICATION IS FOR:
Sewer Only
Sewer and Well
Sewer Upgrade
Well Only
Water Storage
THIS PROPERTY CONTAINS:
Hot Tub []~
Swimming Pool
Therapy Pool []
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 CONSULTANTSI INC.
Permit Fees:
Date of Payment: I "~). - 1'7-O!
Receipt Number:
Waiver Fees;
Date of Payment:
Receipt Number:,
ALASI WATER & WASTEWATER
CONSULTANTS, INC.
December 14, 2001
Municipality of Anchorage
Development Services Department
On-Site Water & Wastewater Program
P.O. Box 196650,
Anchorage, Alaska 99519-6650
Reft Proposed Septic System Upgrade for Lots 3, Block 2, Stewart Subdivision #1
To whom it may concern:
The existing 3 bedroom house is served by a private well and septic system. The existing septic
system is backing up into the house and needs to be upgraded. A test hole was excavated in the
area of the proposed septic system upgrade. The septic system will be designed around the 30
foot radius of this test hole. We are proposing that a new I000 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 pemolation test results. It is our opinion that the insitu sandy soils should act as a sand
filter and due to the overall appearance of the soils, an application rate of 1.0 gallons/day/ft
should be used.
2. TRENCIt DESIGN:
a. Percolation Rate: <1 minutes/inch
b. Allowable Application Rate: 1.0 gallons/day/It
c. Number ofBedrooms: 3
d. Design Flow: 450+ gallons per day2
e. Minimum Absorption Area: 450 ft
f. Total Depth: 8.0 feet (max.)
g. Effective Depth: 4
h. Width: 5.0 feet
i. Reduction Factor: 0.50
j. Minimum Length: 45 feet long
k Effective absorption area-- 450 ft
3. SURFACE WATERS: There is no surface water within 100 feet of the proposed septic
system.
6901 Dcbarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 Fax: (907) 338-3246 * Website: akwwc.com
4. TOPOGRAPHY: As can be seen on the attached design drawing, the average topography in
the area of the proposed upgrade is a 1 to 5 percent slope running approximately north to south;
in short, there are no slope concerns.
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.
NOTE: Attached is a siteplan drawing, a design drawing, a soils logs, and a 7page construction
specification letter which are all part of the design package for this septic system.
6901 Dcbarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Wcbsit¢: akwwc.com '
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....... J~ o1° ~ ....... r~-/= ~ ...... ~. ./~ ..... ~ ~xx~---
I LO~ND A~NUE x /
~NO I . I
(S~ D~ON, P~E 2 OF 2)
EAGLE RIVER ROAD
I
I
12/14/2001
C.J.G. ' " · '.. ,~
~SI~ ~ATER & WASTEWATER ~
CONSULTA~S, INC.
PR~m ~R ProNE NUMBS: P~ NUMB~
STEVE. POST =S=-O~7 ~ O~ =~--...-
~ O~N: ~,~ '.. I C
STEWART SUBDIVISION ~1; LOT 3, BLOCK 2,
~ OF ~,~
SITE P~N FOR SEPTIC SYSTEM UPGRADE
LOWLAND AVENUE \
/ \
I \
I, ?:t
~ 1:!;:?1 ",(oo. I
\
WA~ ST~i~ ..~., · .. :
NOTE: THE CO~CTOR S~LL ~VE THEI
WELL ~DII ~D THE ~ A SO~H LOt
UNE F~GGED BY A REGI~ERED ~ND ~DE
SURV~OR PRIOR TO CON.RUCTION. c~, W~H~ S~ D~N~K. IN~
~CH P~ I n TO $~PE ~R~
...................
~S~ WATER & WASTEWATER ~ ,
~o,~,,,~.,~. ~- = ,o' '~'":~1~ ~":""~
DESIGN Or PROPOSED SEPTIC SYSTEM UPGRADE
ALASKA WATER & WASTEWATER ,~,~:~/d/d~~ ~...o..~!o
ISOIL LOG - PERCOLATION TESTJ ) ........ .~ .........
v0~o.' "l._ICE .7955 .."
PERFORMED FoR: oA : .
~[m'u~ ORG ITEST HOLE
t~~~ ' I I LOW.ND A~NUE
:~.~ GW =~: ORG ~
GP ML t ~ --
4 GC OL a om~ I
~ SW HH ~ ~ I
~ SP CH ~
SM OH
DEPTH TO DATE
GROUNDWATER
GM/SM o~ 12/6/01
DENSER w/ ~ 12/1~/Ol
DEPTH StaTE P~N
' = O0
SE~C
~o~l~lt' ',
"~'"'~J~JJ~ CLOCK NET TINE WATER LEVEL NET DROP
11 ' ' DATE READING TINE (HINUTES) READING (INCHES)
II,If;
~=~l~li':
19 PERCOLATION RATE 41 (HIN./INCH) PERC. HOLE DIA. 6' (INCHES)
20 TEST R~ BETWEEN 5.5 FT, ~D 6,0 FT,
COHHENTS: P~C HO~ W~ PRE-SO~ FOR 4+ HOURS. PERCO~ON ~ W~ PERFORMED ~ ~ ~
PERFORMED ~ A~ WATER · W~ATER I, JEF~ ~ ~NESS, CE~ T~T ~lS W~ P~RFORMED
IN ACCORD~CE W~ ~ ~A~ ~D MUNICIP~ OUIDEUNES IN E~ ON ~lS DA~:
DEPTH TO DATE
GROUNDWATER
DEY 12/6/01
DRY 12/13/01
GREAJER ANCHORAGE AREA BOI ' ,SH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME /~_/./Y:~o /-~/,z~l/g~ MAILING ADDRESS .~. O. /~O"A'
LOCATION /)'~I LC 3 //i;~ g:::--, ~' /~,~0 LEGAL DESCRIPTION ~7-
SEPTIC TANK:
DISTANCE
FROM WELL /0 ~ /MANUFACTURER
INSIDE LENGTH INSIDE WIDTH
MATER IAL
LIQUID DEPTH
NUMBER OF
COMPARTMENTS_ !
.LIQUID CAPACITY / ~'~:) GALLONS.
SEEPAGE PIT:
NUMBER OF PITS / DIAMETER __OR WIDTH
LINING MATERIAL ZOG.~/ F~C~iiB SIZE: DIAMETER
BUILDING FOUNDATION 0~-z, NEAREST LOT LINE ~
LENGTH /~/, DEPTH
DEPTH ~o ~ DISTANCE FROM: WELL /~ /
TOTAL EFFECTIVE
ABSORPTION AREA (WALL AREA) ~Z~ SQ. FT,
ADDITIONAL ABSORPTION
WELL:
TYPE
BUILDING
FOUNDATION
CESSPOOL
APPROVED
_~ ! /~ / o~L~... CONSTRUCTION
¢'/-0 /, NEAREST ..~0 / NEAREST SEPTIC /O,-~" SEEPAGE
LOT LINE SEWER LINE_ TANK · SYSTEM / :~.,I-'"
OTHER SOURCES
DISAPPROVED
REMARKS~
DISTANCES:
INSTALLED BY: ~gT._/~
PIPE MATERIAL: ~g--~- .Z",~o,~J
LOT SLOPE:
REMARKS:
DIAGRAM OF SYSTEM
GREATER ANCHORAGE AREA B~OUGH ~¢_L~..l~)~
PERMIT
DEPARTMENT OF ENVIRONMENTAL QUALIT~
SEWAGE DISPOSAL SYSTEM ~ APPLICATIO~AND PER~IT
PHONE
INSTALLATION OF: SEPTIC TANK SEEPAGE PIT , DRAIN Field OTHER
FINANCED THROUGH TO BE INSTALLED B
SOIL TEST RESULTS ~j}!~ NOTE~ THB PERMIT IS NOT VALID WITHOUT SOIL TEST
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED, BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL SE SUBJECT TO PROSECUTION.
SEEPAGE AREA SIZE TYPE
SEPTIC TANK SIZE
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT DRAIN FIELD
SEPTIC TANK TO SEEPAGE Pit WALL
__ DRAIN FIELD
WE,-1 ¥o S,'PT,O',ANK /dP SEEPAGE,'iT
DRAIN FIELD ALSO CONSIDER AREA WELLS.
WATER MAiN TO SEPTIC TANK SEEPAGE PIT
DRAIN FIELD
SEPTIC TANK, //0~? SEEPAge PIT J ~0 , DRAIN FIELD TO RIVER, LAKE, STREAM.
CAST IRON INTO AND OUT Of SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE Pit
FITTED WITH AIRTIGHT REMOVABLE CAPS.
DIAGRAM OF' SYSTEM
O Er E GEOTECHNICAL Er DEVELOPMENT CO.
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
Russell Oyster Earl Ellis
694-2774 688-2280
Soils Et Foundations Land Development
SOIL LOG
Performed for: Name: '~---~c.~'~:~ ~'~'%Q~,x,-~ Tel. ,o.~°~Y~'~-~../
Mailing Add~ess:
'Legal Description: ~--~-~
Depth (feet)
Soil Characteristtc~
0
1
2
3
4
5
6
7
8
9
10
11
12
Ground Water Encountered: Yes
Proposed Installation: Seepage PiK~
Comments:
No ~ If yes, what depth
~-Dratn Field
CREATER ANCHO~;:,~',.O!; AREA BOROUG}t
32? i;k~L}~ STREET .... ~/
Reading
........ 4.--! ............ l~
Lo.?at~ol~ S} . ,c
De,>th To H20 N~t D~oi:
LOG OF DRILLING by A 8' L DRILLING COMPANY
!
DEPTH OF WELL ....... ~...~....'~. ..............................................
STATIC LEVEL OF WATER FT...../..~..-~. ......................
DRAW DOWN FT ....... 1...-.~.~. ..............
GALS. PER HR ........ ..~--.~--~.- ................................................
KIND OF CASING ...... ~....~...~.~ ..................................
IND OF FORMATION:
ROM......~. ............ FT. TO......~.. ............. FT .......~...~?-~t~..~'~'~/f"~ ~'%P,.OM FT
R O M......'.~.~.. .............. FT. T O....,~,..~ ......... F T · ~..'~..~.. ~...~':.~-'~ .~' '~'i' FROM ........................ FT.
ao,.....~,J.~'. ......... ~'r. TO....~.'~ ........... FT..,,~. ~'?¢.-.-...~./~'r FROM ........................ FT,
~OM.....:t.~. .......... FT. TO......~..~..~ ........... FT....,~.,I~..f?,,~..'/?...'~:...~..'~.'~'u''''' FROM ........................ FT.
,,OM....~.~. ......... ~. TO....~...~ .......... FT....~..n~..0.. ........ ~ROM ........................ FT.
ROM...-~"'~...Z ..........FT. TO......~...~.......FT ..."~'./~-..~k~l-..~..?---~--'~ ~'RCM .FT
ROM.../..~..~ .......... FT, TO......L,.,~.;~. ........FT..,,~'~.~.....~.......~'...~ ~ d ~' '~OlV~ ........................FT.
........ ¢- ,~..., ~ 2-~,~
ROM.,~..~.~( ............ FT, TO../..~.~ ......... FT .~.*~.~.....~.~/~ ~ "~"ROM FT
TO ........................ FT ...............................
TO ........................ FT......i ....... : ...............
TO ........................ FT ..............................
TO: ...................... FT ..............................
TO ........................ FT ................... ~ ...........
TO ....................... :FT ...............................
TO ........................ FT ...............................
TO ........................ FT ............................... ,
IISCL. INFORMATION~
4/.//t.~
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval
Parcel I.D. 050-472-61
Legal description Stewart #1 Block 2 Lot 3
Site address 21308 Lowland Ave. Eagle River Ak
Current property owner(s) Post
Expiration Date:
1-14-2023
X The On-site system(s) is/are approved for 3 bedrooms
Conditional approval for bedrooms, with the following stipulations:
Comments or advisories:
L�
BY: Original Certificate Date:_
This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject
system(s) is/are in substantial compliance with municipal code. The Municipality of
Anchorage, Development Services Department (DSD) issues COSAs based upon
representations provided by an independent professional engineer. The Municipality of
Anchorage is not responsible for errors or omissions in the professional engineer's work.
ATTACHMENTS:
COSA Checklist X Well Flow Advisory
Absorption Field Advisory Nitrate Advisory x
Tank Age Advisory Arsenic Advisory
Other
COSA Approva"une 2022
Phone: 907-343-7904
Fax: 907-343-7997
Certificate of On -Site Systems Approval Application
1. GENERAL INFORMATION
Parcel I.D. 050-472-61
Complete legal description _STEWART #1 BLOCK 2, LOT 3
Location (site address) 21308 LOWLAND AVENUE, EAGLE RIVER, AK 99577
Current property owner(s) STEVEN & DIANNA POST Day phone
2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS (TESTED FOR 4BR)
3. TYPE OF WATER SUPPLY: ® Private Well ❑ Private Well serving 2 dwelling units
❑ Private Well serving 3+ dwelling units ❑ Community Well or Public
❑ Water Storage
4.. TYPE OF WASTEWATER DISPOSAL: ® Private Septic ❑ Private Septic serving 2 dwelling units
❑ Holding Tank ❑ Community Septic or Public Sewer
5. SEPTIC TANK: ❑ Steel ® Plastic ❑ Concrete ❑ Fiberglass
Age 20 - See advisory if steel older than 20 years
6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ® Deep Trench ❑ Wide Trench ❑ Seepage Pit
Waiver request for:
Y:
Expedited review requested: ❑
Distance:
By applying for this entitlement, this property is subject to inspection by municipal On-site staff
to verify the accuracy of the information provided.
COSA Fee $ 55b' Waiver Fee $ —
Date of Payment 9 b3ln. 3)3a�� Date of Payment
COSA # Q'S C,; 11913 Waiver #
COSA Application 2022.doc
Legal Description: STEWART #1 BLOCK 2 LOT 3 Parcel ID: 050-472-61
If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system
A. WELL DATA
® Well log is filed with Onsite (or attached)
Date drilled 3/9/1975 Total depth 142 ft
Cased to 142 ft
® Sanitary seal is functioning correctly
® Wires are properly protected
Casing height (above ground) 18+ in.
Date of flow test for COSA 9/22/2022
Static water level at beginning of test 97 ft.
Well production at time of test 4.6 gpm
Comments
B. TANK DATA
Measured operating fluid level in septic tank 48"
Date of pumping 9/21/2022
❑ Required maintenance completed, if AWWTS
Comments: 1300 Gal Premier Plastic Tank
D. ABSORPTION FIELD DATA
Water storage tank volume NA gallons
Well disinfected for coliform test? ❑ Yes ® No
® Coliform bacteria is Negative
Nitrate 7.02 mg/L ❑ Nitrate less than MRL (ND)
Arsenic ug/L ® Arsenic less than MRL (ND)
Collected by Fes:
Date 9/22/2022
C. LIFT STATION
❑ Required maintenance completed
Age of lift station years
Lift station material
Comments:
Which system tested (date installed) 05/17/2002
Adequacy test date 9/22/2022
® ALL standpipes present per record drawing
Results E Pass
Total measured depth from grade 8.4 ft (max)
Fluid depth prior to test 7 in
Measured depth to pipe invert from grade 4.2 ft (min)E]
Water added 600 gal
N/A — pressurized field.
New fluid depth 14 in
❑ Per record drawings, field is insulated.
Elapsed time 240 min
® Monitor tubes go to bottom of effective.
Final fluid depth 7 in
If not, state depth into effective
Absorption rate 600 gpd
❑ Presoaked required if
FIELD STATUS — POST RECOVERY
(Required if house vacant or field not used for more
than 30 days prior to date of test)
Gallons introduced gallons date
Any rejuvenation treatment (past 12 months) N
If yes, enter date
Effective depth (per record drawings) 48 in
Effective depth used 7 in (Final)
Effective depth remaining 41 in
Comments/Deficiencies: MEASUREMENTS SHOW 4.2' EFFECTIVE DEPTH VS 4' ED IN MOA IR DOCS PER
OWNER HOUSE ONLY HAS 3 BEDROOMS BUT SEPTIC WAS INSTALLED FOR 4BR & THERE ARE ONLY 2
OCCUPANTS.
COSA Checklist 2022.doex
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well on lot)
Septic Tank/Lift Station on Lot > 100'
Community Sewer Manhole/Cleanout > 100'
® Yes if No ft
® Yes if No ft
Neighboring Tank > 100' ® Yes if No ft
Private Sewer/Septic Line > 25' ® Yes if No ft
Absorption Field on Lot > 100' ® Yes if No ft
Holding Tank > 100' ® Yes if No ft
Neighboring Absorption Fields > 100'
Animal Containment > 50' ® Yes if No ft
® Yes if No ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' ®Yes if No ft
—
®Yes if No ft
❑ N/A — Served by Community
Well (not on lot) or Public Water
From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required)
Building Foundations > 10' ® Yes if No ft
Surface Water >100'
_ ®Yes if No ft
Tank to Property Line > 5' ® Yes if No ft
Field to Property Line > 10' ® Yes if No ft
Water Main > 10' ® Yes if No ft
Water Service Line > 10' ® Yes if No ft
F. ENGINEER'S COMMENTS
Wells on Adjacent Lots:
Private Wells > 100'
Community Wells > 200'
® Yes if No ft
® Yes if No ft
If tank or field is under driveway comment below
G. CERTIFICATION & 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, based
on procedures outlined in the Certificate of On -Site Systems Approval Guidelines, indicates that the on-site water
supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation, unless noted otherwise.
Name of Firm FIRST WATER CONSULTING Phone 907-350-9566
Engineer's Printed Name CURTIS HUFFMAN PE Date 09/30/22
Comments: This investigation was completed in compliance with MOA guidelines, regulations,
and best industry practices / methods. The assessment of the condition of the well and septic
applies only to the conditions as of the day tested. The flow and absorption rates may change,�
due to subsurface conditions that may not be observed from the surface, changes in land use, �• • • • • . „ k1�
local soil characteristics, groundwater levels that may fluctuate during the year, quality of �rar Q • • • ' .
construction (workmanship & materials), the water usage of the family being served by the co •• ' fj
system and maintenance. The operational life of all well and septic systems are subject to TM j
these various and dynamic characteristics and are outside the control of the evaluator of the• • • , , • • f�
well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory • •
for current or future occupants or guarantee that no unseen encroachments, deficiencies or • •
discrepancies exist can be given by First Water Consulting &FRGS
Curtis Huffman f
��F�'l • oiw
C953H/2191 •��� �
,�.
F, PROFESIdaw
SO.
COSA Checklist 2022.docx �d'�l`4�"�►�
Nitrate Advisory
Certificate of On -Site Systems Approval # OSC 221478
Subdivision: Stewart #1 Block 2 lot 3
A water sample revealed a nitrate concentration of 7.02 milligrams per liter (mg/Q.
The Environmental Protection Agency (EPA) has established a maximum
contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While
private wells are not subject to this regulation, EPA standards are based on existing
health information and can therefore be used to gauge the relative quality of water
from private wells. Please see the attached "Nitrate Fact Sheet" for important
information regarding nitrate.
This advisory must be attached to all copies of the subject Certificate of On -Site
Systems Approval.
n x y jute¢ tac
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Ma�ling Address P O Box 196650 *Anchorage, Alaska 99519 6650 *www muni org
From Northern Testing Laboratories, Inc.
Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate
is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells.
SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of
ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the
oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners,
food solids, and bacterial cells. It may also result from the breakdown of organic matter buried in the soil.
TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years but is
associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of
young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood
stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry
oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the
concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered
from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization.
TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home
water treatment systems such as softening, or iron filtration does not readily remove nitrate. The best
method for limiting nitrate in well water is source control. This can include avoiding overdosing of
fertilizer near the well and maintaining good separation distances between septic tank leach fields and
the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged
ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate.
TESTING: Nitrate analysis is usually done by one of the several "wet chemical" methods using a
spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect
the activity of nitrate in water. This laboratory uses several different wet chemical methods approved
under the public water supply laboratory certification program. They also have test kits available, which
the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can
monitor the change in nitrate levels from their well. They recommend comparing the test kit results
against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend
using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples.
Mailmg�Address P O Box 196650 *Anchorage; Alaska 99519 6650`* www muni org
LOWLAND AVENUE
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NOTE: THE SOUTH 20' OF LOT 3
WAS TAKEN BY AKDOT&PF FOR
EAGLE RIVER ROAD R.O.W.
(BK. 474, PG. 862)
MORTGAGE SURVEY _X_ SCALE _ 1 = 40 GRID �NW_0057 Project No. 22-622LA1
11500 Daryl Avenue, Anchorage, Alaska 99515-3049
Lana & Associatesinc. (907) 522-6476 Phone
9(907) 522-4625 Fax
Professional Land Surveyors ken0langsurvey.com o O F A
jonathon®langsurvey.com �''`� �s�0
I hereby certify that I have surveyed the following described property:
REMAINDER of LOT 3, BLOCK 2, STEWART SUED. — UNIT No. 1 (PLAT No. 70-159)
Anchorage Recording District, Alaska, and that this Mortgage Location Survey is a
representation of the conditions that were found on the date the survey was performed.
This survey does not constitute a boundary survey and is subject to any inaccuracies
that a subsequent boundary survey may disclose. The information contained hereon shall
not be used to establish any fence, structure, or other improvements.
Dated this the _LLL— Day of L�z>�� t U2 L at Anchorage, Alaska
It is the responsibility of the owner to determine the existence of any easements,
covenants, or restrictions which do not appear on the recorded subdivision plat.
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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
Parcel I.D.#
HAA #
1. GENERAL INFORMATION
Complete legal description
Location (site address or directions)
Property owner
Mailing address
Lending agency
Mailing address
Day phone
Day phone
7,~ 70 ~
e
Agent ~,~ ,~r~ f.-~t4~ ,~¢¢v,~/
Address ~%'~r~0~,0 /~z~0¢w¢¢ "~'~
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS: '~
TYPE OF WATER SUPPLY:
NOTE:
Day phone
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.
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) 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 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
Engineer's signature
David R. Dayton P.E.
Chuglak, Alaska 99567
Phone
Date
DHHS SIGNATURE
~ . Approved for
Disapproved.
Conditional approval for
bedrooms.
bedrooms, with the following stipulations:
By:
Additional Comments
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 tho 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 p?ofesslonal engineer's work,
Municipality of Anchorage
Department of Health and Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
A. Well Data
Well type
Log present (Y/N)
Total depth
Sanitary seal (Y/N)
Date of test
Static water level
Well flow
If A, B, or C, attach ADEC letter. ADEC water system number
Date completed ~,//~,~,3-- Driller
Cased to / Cz- Casing height
Wires properly protected (Y/N)
FROM WELL LOG
Pump level1
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot /'~,,~
Absorption field on lot ,/
Public sewer main ~,,//~'
Sewer service line
; On adjacent lots
; On adjacent lots /~.w-~ ~--
Public sewer manhole/cleanout /'['///~
Petroleum tank
WATER SAMPLE RESULTS:
Coliform O Nitrate /; ~ / Other bacteria
Date of sample: ?/, 'f,/<'/? Collected by:
B. SEPTIC/HOLDING TANK DATA
Date installed /0/'
/
Cleanouts (Y/N)
High water alarm (Y/N)
Date of pumping
Pumper' 5~, 1¢~y
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Tank size 4, o -,,~c~ Compartments //
Foundation cleanout (Y/N) /~ Depression (Y/N)
A~)//~ Alarm tested (Y/N)
Well(s) on lot ( ~O
To property line ~'~-
Surface water/drainage
72-026 (3/93)* Front
On adjacent lots
Absorption field
i ~'¢' 'f""- Foundation J¢
,.~ ~' Water main/service line
CONTINUED ON BACK PAGE
C. LIFT STATION
Date installed
Size in gallons
Vent (Y/N)
High water alarm level
"Pump on" level at
Meets MOA electrical codes (Y/N)
Manufacturer
Manhole/Access (Y/N)
"Pump off" Level at
.Cycles tested
SEPARATION DISTANCE FROM LIFT STATION TO:
Well on lot
On adjacent lots
Surface water
D. ABSORPTION FIELD DATA
Date installed
Length / Z~
Total absorption area
Date of adequacy test
Water level in absorption field before test
Peroxide treatment (past 12 months) (Y/N)
/O/?5/ Soil rating (GPD/Ft2) g//w~- .System type
Width / '? Gravel thickness ,¢, ~ Total depth
3 ¢//~ Cleanout present (Y/N) ,)¢ Depression over field (Y/N)
,¢///~¢-/~/ Results (pass/fail) x~'¢~--~ for
d,.o'/ After test
Bedrooms
,, /_~
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 /Oo 1- Property line
¢' ¢-. To existing or abandoned system on lot
~..~2,/-- Cutbank /"'2/'~ Water main/service line
/OO'/'~ Driveway, parking/vehicle storage area
E, ENGINEER'S CERTIFICATION
I certify that I have checked, verified, or conformed to afl MOA and HAA guidelines in effect on the date of this inspection.
David R. Dayton P.E,
~l t~'gna'ure 20210 Donalar St,
Engineer's Name
HAA Fee $.
Date of Payment
Receipt Number
Waiver Fee $
Date of Payment
Receipt Number
72-026 (3/93)* Back
CT&ERef.#
Client Sample iD
Matrix
Commercial Testing & Engineering Co.
Environmental Laboratory Services
LABORATORY ANALYSIS REPORT
94.3534-1
L3 B2 STEWART SUB #1
WATER
Client Name DAVID DAYTON, P.E. WORK Order 80368
Ordered By DAVID DAYTON Printed Date 07/18/94 ~ 13:05 hrs.
Project Name CollectedDate 07/13/94 ~ 15:30 hrs.
Project# Received Date 07/14/94 @ 10:00 hrs.
PWSID UA
Technical Director STEPHEN C. EDE
Sample Remarks: ROLrlIIqE SAMPLE COLLECTED BY: DRD.
QC
Parameter Results Qual Units Method
Allowable Ext. Anal
Limits Date Date Init
Nitrate-N 1.61 mg/L EPA 353.2/300.0 10
07/15/94 CMR
* See Special Instructions Above UA = Unavailable
** See Sample Remarks Above NA = Not Analyzed
4. U = Undetected, Reported value is the practical quantification limit. LT= Less 'lhan
o~ Gl'= Greater Than
~ D = Secondary dilution.
5633 B Street, Anchorage, AK 99518-1600 -- Tel: (907} 562-2343 Fax: (907) 561-5301
ENVIRONMENTAL FACILITIES IN ALASKA, COLORADO, FLORIDA, ILLINOIS, MARYLAND, NEW JERSEY, OHIO, UTAH, WEST VIRGINIA
MUNICIPALITY OF ANCHORAGE
DMSION OF ENVIRONMENTAL HEALTH
DEPARTMENT OF HEALTH AND EN~/IRONMENTAL PROTECTION
APPLICATION FOR HEALTH A//fHORITY APPROVAL CERTIFICATE
1. Ger. e~al Information
Application Date June 19~ 1984
(a)
Legal Description (include lot, block, subdivision, section, tcwnship, range)
.l,nt ?w~r~ Subdivision
Location (adc~ess or directions)
Lowland Avenue off Mile 3.5 Eagle River Road
(b)
(c)
(d)
Applicants Name Andrew Pennell Telephone 561-1333
Applicants Address 1~.0. Box 77-1874, Eagle River, AK 99577
Applicant is (check one) Lending Institution ~--~ ; Owner/builder ~C~;
Buyer ~; Other ~--~ (explain);
Lending Institution National Bank Of Alaska Telephone 694-5373
Address Business Park Blvd., Eagle River, AK 99577
(e) Peal Estate Co. & Agent Jane Peri,ell, ERA. Star Realty
Address 401 East 45th, Anchorage, A~ 99503
Telephone
2. ~]~pe of Residence
Single-Family~
Number of 9edrooms
3. Water Supply.
Individual ~!1~--[,
561-1333
Multi-Family
Other (describe)
Conmunity ~-~ Public ~--~
Note: If c~nity %~11 system, must hav~ w~itten'confirmation from the State
Department of Envircnn~ntal Conservation attesting to the legality and status.
Is the ~11 adequate fo~ the number of bedrccms specified in this HAA (Y/N) ye~ _
4. Se~ge Disposal
Onsite~/~ Public~--~ Community~ HoldingTankF--~
Is the wastewater disposal system adequate for the number of bedrccms (Y/N) Yes
[Page 1 of 2]
2-15-84
5. Engineering Fi~m Providing Inspections, Tests, D~ta and Information
I certify that I have checked, verified, c~ conformed to all MOA HAA Guidalir~s in
effect on the date of this ins~ecti~no
Signed ~_~_ ~~_ Date
Nar~ of Firm Entech Engineers, Inc. Telephone 694-3574
Address 13 LeDoux, Eagle River, AK 99577
SiGned by Vernon L. Roelfs
Date June 19, 1984
(ENGINEER SEAL)
6. DHEP Approval
Approved for
bedr oc~s ~t3fL Date
Disapproved ~-~ Conditional ~ ~
Terms of Conditional Approval
T~e Municipality of Anchorage Dapa~tment of Health and Envirorm~ntal Protection dces
not guarantee the continued satisfactory perfok~mance of the wate~ supply and/ct the
wastewater disposal system. This approval indicates that, as of the validaticn date
shown above, based on the data and information furnished by an engineer registered in
the State of Alaska, the ~ter supply and wastewater disposal system is safe and func-
tional for the numbe~ of bedrocks and type of structure indicated.
(DHEP SEAS)
7. Mail the HAA to the following add~ess:
Hold for pickup
uall Jane fennell at bbl-1)~)
KB2/d5/s
[Page 2 of 2]
2-15-84
A. WELL DATA
iv%tjN%CJpALITY OF ANCHORA(3E
DEPT. OF HEALTH &
ENviRONMENIAL pROTECTJO~
MUNICIPALITY OF ANCHORAGE (MOA)
H~%LTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
Legal Description:
Lot
~e e11~
Block 2~ Stewart Subdivision
Well Classification Private
Well Log P~esent (Y/N) Yes
Total Depth 142' Cased to
S~tatic Water Level 116 '
Casing Height Above Ground 20"
Electrical Wiring in Conduit
Separation Distances ~zc~u Well:
To Septic/Holding Tank on Lot 100 ' +
(y/N) Yes
If A, B, c~ C, DoE.C. Approved(Y/N) N/A
Date Completed 3/9/75 Yield 16 GPM
Unknown Depth of Grouting. Unknown ~'--~--
Pump Set At Unknown
Sanitary Seal on Casing'(Y/N)Yes
Depression Around Wellhead (Y/N)N°
; On Adjoining Lots 100'+
To Nearest Edge of Absorption Field on Lot 100'+ ; On Adjoining Lots 100'+
To Nearest Public Sewer Line II/A To Nearest Public Sewer
Cleanout/Manhole N/A To Nearest Sewer Service Line on LOt 90'+
Water Sample Collected By Mike Hagan ' ; Date 5/17/84
Water Sample Test Results Negative
C~L~nts
B. SEPTIC/HOLDING TANK DATA
Date Installed 10/15/75 Size 1000 gallonsNo, of Ccmpa~tn~nts 1
Standpipes (Y/N) Yes Air-tight Caps (Y/N) Yes Foundation Cleanout (Y/N) No
Depression over Tank (Y/N) 1Io Date Last Pumped 6/15/84
Pumping/Maintenance Contract on File (Y/N)N/A ; for N/A
Holding Tank High-Water Alarm (Y/N) N/A Temporary Holding Tank Permit (Y/N) ~/A
Separation Distances f=om Septic/Holding Tank:
To Water-Supply Well 100 ' +
To P~operty Line 20 ' +
To Water Main/Service Line 25'+
Course N/A
To Building Foundation 8'
To Disposal Field 25'
To S~eam, Pond, Lake, c~ Major D~ainage
Comments
[Page 1 of 2] 2-15-84
C. ABSORPTION FIELD DATA
Soils ~ating in Absorption Strata
Date Installed 10/15/75
Width of Field 12'
Square Feet of Absorption A~ea
Depression over Field (Y/N) No
Unknown )~'~ Type of System Design Pit
Length of Field 17'
Depth of Field 7.5'
Gravel Bed Thickness 1.5 '
348 sq £4 Standpipes P~esent (Y/N) Yes
Date of Last Adequacy Test 4/19/83
Results of Last Adequacy Test Adequate
Separation Distance from Absorption Field:
To Water-Supply Well 135' To P~cperty Line 20'
To Building Foundation 42' To Existing or Abandoned System on
Lot None located ; On Adjoining Lots 30'+
To Water Main/Service Line ' 25'+ To Cutbank_(if present) 54'
To Stream/Pond/Lake/c~ Major D~ainage Course N/A
To D~iveway, Parking A~ea, o~ Vehicle Storage A~ea 10'+
Counts
D. LIFT STATION N/A
Date Installed
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Electrical Codes(Y/N)
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles dtn~ing Adequacy Test.
Meets MOA
Comments
** Check Permitted Bedrc<xa Rating Against HAA Request
I certify that I have checked, verified, or conformed to all MOA HAA Guidelines in effect
on the date of this inspection./ // __
Company
~ '
[Page 2 of 2] -- .
TECH ENGINEERS, INC.
F;IVIL ~' SA,'IlITIIRY
June 19,
1984
Municipality of Anchorage
Department of Health & Environmental
Protection
825 "L" Street
Anchorage, AK 99501
r, NIIF'
· D~,~O~d 'IV.J_
Re: Andrew Pennell, Health Authority Approval (H~_ Ng~NOSIANg
· , , ~ HI1V~H 30 ~4~
Appllcatzon, Lot 3, Block 2, Stewart Subdiv~on" '
Dear Sir,
During the period from May 15 to June 15, 1984, we
performed research, investigations and testing persuant to
Health Authority Approval on the above referenced lot.
We performed a flow test on the well and found the
output to be adequate for a 3 bedroom house. (Refer to
Water Yield Test, attached). We also took a water sample
for bacteriological analysis and results were negative
(Refer to Chemical & Geological Laboratory Analytical
Report, attached).
An adequacy test was performed on April 19, 1983, so
none was performed as part of this inspection. A copy of
the 1983 adequacy test is attached. The septic tank was
pumped as part of this inspection and the volume was
verified to be 1000 gallons.
To our knowledge, we have assembled all available
information on the HAA Checklist and Application Form. We
offer this information for your review. Please call if
you have any questions.
Sincerely, .
Vernon L. Roelf/, PE
cc Jane Pennell
Attachments
HAA Application
HAA Checklist
Water Yield Test
Sewer As-Built
Well Log
Chemical & Geological Testing Lab,
Total Coliform Analysis
April 1983 Adequacy Test
13LEOOUXLANE · EAGLE RIVER, ALASKA 99577 · TELEPHONE (907) 694-3574
' APPLI¢-XNT FILLS OUT UPPER HAl~-~ ONLY
Address
Water supply
,~' I~divJd~al ~ACH WELL LOG. A w~l log is r~quired for all wells drilled since June 1915.
Individual Year Individual I~stall~d:
Time Time Time Time ~.~ ,,~ ~
Date Date Date Date ~/,/~/- ~
Inspector Inspector Inspector Inspector
Field Notes: ~ ~p .~4~d Ob
( (~ APPROVED BEDROOMS..~ *CONDITIONS OF APPROVAL
( ) DISAPPROVED
( ) CONDITIONAL APPROVAL*
DATE · --
Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received
Well to Tank Septic Tank Size
EXCAVATION
ROBERT A, SHAFER
WORK CIVIL ENGINEER
694-2979
April 19, 1983
ReMax Realty
ATTENTION: Eliot Chamberlain
P.O. Box 848
Eagle River, Alaska 99577
Dear Mr. chamberlain,
Reference: Lot 3: Block 2: Stewart subdivision
A sewer system adequacy test was performed on the system located
on the referenced property, as you requested. The septic tank was
pumped and verified to have a capacity of 1000 gallons. The seepage
pit was charged with 1000 gallons of fresh water and after a period
of 24 hours approximately 500 gallons had percolated out of the crib.
It can be concluded from this test that the waste water disposal
system serving the three bedroom residence located on this property
is currently functioning adequately. H~)wever the system cannot be
guaranteed against subsequent failures.
Th~well.-.wires have been placed in conduit and are in conformance
with Muhicipa] code.
If we may be of further service, please do not hesitate to contact
Since
cc: Municipality of Anchorage
Department of Health and Environmental Protection
SRB 196X EAGLE RIVER,ALASKA