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DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 543-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
PermR Number:. SW990159 PID Number:. 051--172--56
Name:
BRIAN YONKOSKE Wastewater System: [] New · Upgrade
P.O. BOX 770604 EAGLE RIVER, AK 99577 ABSORPTION FIELD
No. of Bed4roome:
Ph°ne:[,907]/~ .3:38--:3870 mDeep Trench
Trenah
DEed
ri Mound
aother
LEGALDESCRIPTION ~ Reflrlgt Tetal DaSh ~ erlg'~al
0.6 o~o/s~, r~ 8.0-8.5
Lot: Block: Subdivlelon: oep~ t~ p~ bettam from edglnal ~mae~ Ora~ dq~ benea~ ~
1 - BARKER~ 4.0-4-.5 Ft 4 Ft
Township: Range: Section: nil a~ a~x~ mSdnal gra~ am~ ~
- - - 0-1.0 r~ 100 (2 @ 50')
WELL: [] New [] Upgrade 5.0 F~ 2I 15 F~
G.. ~ ~ 1000 m. ~ ASTM D-50.34-/F-810
~ RASMUSSON ENT. 7/15/99-7/20/99
SEPARATIONDISTANCES - sepflo [] Holding [] S.T.E.P.
From Tank StM~on Tank S.~ U~. GREER 2000
Well 10O% 100'+ - - 25'+ STEEL 2
Surface
Water 100'+ loo'+ - - - LIFT STATION
~t ~'~'~ I / "~'~-
Une 5'+ 10'+ - - -
Foundation 5'+ 10'+ _ _ 'Pump e,' lev~ ~ ~~
Curtain ~ I~1 ~ ~
Drain NC NE KNOW~I
Remarks: BENCH MARK
BOTTOM OF BACK DOOR THRESHOLD
100.00 F~
3rd 2nd 7/16-2°/99 8/2/99 ~ ~ ~n~:'"~
Depadment of Health and Human SLuices approval uh:*~ '..~_ ..-' e~
Reviewed and approved by: ~/ ~. ~ Date: ~-/~ '~? _ -~ ~o~ ~
%~ o fess~O
PERMFF NUMBER: AS BUILT DgAWING PARCEl. ID NUMBER:
SW990159 - 051 - 172-56
I WELL
\\\ y ~ EXISTING GRAVEL DRIVEWAY //
~ NEW 2000 ~ALLON ~'~
~ (ES)
A B N I I
ST1 53.0 37.8 ~ I I
ST2 58.4 43.8 ~ /'
DBL2 60.0 ~5.8 I ~05 N~ D~INFIELDS
C02 78.9 35.8
FS 79,5 ~5.1 I
C05 80.~ ~.7 I
WELL 004 64.0 29.6
~T1 65.5 ~0.0
C05 89.5 68.9
~T2 89.2 68.9
C06 79.9 17.9 I
MT~ 79.~ 17.5
/
C07 100.~ 6~.8 /
MT4 99.9 6~.8 /
PHONE: (907) 337-6179/F~: (907) 338-3246 ' - ' '
LEGAL DESCRIP~ON:
AS-BUILT OF SEPTIC SYSTEM UPGRADEb~{~...-.~~ ~' ' ~ -..-
PERM~ NU.BER: AS BUILT DRAWING
SW990159 - PARCEL ID NUMBER:
051 -- 17Z - 56
WEST TRENCH / ~ST TRENCH /
A~S~ WA~R AND WASTEWA~R CONS~TANTS, ~C.
PHONE: (907) 537-8179/F~: (907) 338-3246
BARKER SUBDIVISION; LOT 1
AS-BUILT OF SEPTIC SYSTEM UPGRADE
PREPPED FOR: PHONE NUMBER: V0h~.
BRIAN YONKOSKE 558-5870
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Jun 23, 1999
Expiration Date: Jun 22, 2000
Permit Number: SW990159
Legal Description: BARKERS LT 1
Design Engineer: 0041 AK Water & Wastewater Consulta
Owner Name: Brian Yonkoske
Owner Address: p O BOX 771022
EAGLE RIVER, AK 99577-1022
Parcel ID: 051-172-56
Site Address: 019314 ADRIAN AVE
Lot Size: 48868 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
[~ Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private Well [] Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ).
3. The engineer must notify DHHS at least 2 hours pdor to each inspection. Provide notification by calling
(907) 343-4744 (24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 'i5, 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:
Alaska Water & Wastewater Consultants, Inc.
6901 Debarr Road, Suite 2B N Anchorage N Alaska 99504
(907) 337-6179 N Fax (907) 338-3246
Consulting Engineers
June 16, 1999
Municipality of Anchorage
Department of Health & Human Services
Division of Environmental Services
On-Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Septic Upgrade Design for Lot 1, Barker Subdivision
To whom it may concern:
The existing 4 bedroom house is served by a private septic system and a private well. The
existing septic system consist of a 1250 gallon septic tank and a deep trench type drainfield. The
drainfield appears to be surcharged and the owner would like to upgrade the septic system. One
test hole was excavated to the east of the existing trench. Comments regarding the proposed
design are summarized as follows:
1. SOILS: Attached is a log which shows the soil profile, and the percolation test results. The
soils below the organic layers are a GM/SM material (with more gravel after 6 feet) to a depth of
14.5 feet. At 14.5 feet, the soils became hardpan and were visually rated to be impermeable. No
groundwater was encountered during the excavation of the test hole. A percolation test was
performed between the depth of 4.0 feet to 4.5 feet which had a percolation rate of 20
minute/inch.
2. TRENCH DESIGN:
a. Percolation Rate: 20 minutes/inch
b. Allowable Application Rate: 1.2 gallons/day/ft2
c. Number of Bedrooms: 4
d. Design Flow: 600 gallons per day
e. Minimum Absorption Area: 1000 ft2
f. Total Depth: 8 feet (max.)
g. Effective Depth: 4 feet
h. Width: 5 feet minimum
i. Reduction Factor: 0.50
i. Minimum Length: 2 ~ 50 feet lon~each (100 feet total length)
j Effective absorption area = 1000 ft
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed
upgrade.
4. TOPOGRAPHY: The average topography of this property is mostly fiat; in short, there are
no slope concerns.
I am unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact me at 337-6179, or 244-9612. Thank you
for your assistance.
Sinc_erely,~ ~
Jeffrj ~. I M.S.
Pres~ er t
NOTE: Attached is a site plan drawing, a design drawing, a soils log and a 4page construction
specification letter which are all part of the design package for this septic system.
~LOT 89 T15N, SEC 18, RIW LOT 90 T15N, SEC 18, R1W
/
! \
LOT 106A, T15N, SEC 18, RIW !
SERVED BY A PRIVATE WELL AND
LOT 106B, T15N, SEC 1/8, RIW [
I~100' WELL RADtUSc
~ I
\ /
LOT 121, T15N, SEC 18, E1W ~ LOT 122, T15N, SEC 18, R1W
\ /
ALASKA ~qATER AND '~'ASTEW'ATER. CONSULTANTS, INC.
'EEPARED FOR: PHONE NUMBER:
DRAWN BY: SCALE: PAGE:
/ \
/ \
J WELL
I I
\ I
\ /
\ /
\ /
~ ..... ~..... Ex~sTING
/ ~ xx HouSE ~ i
Xx :~ ~tll I [ ~PFOPOSED D~NHE~ UPG~E.
~' ~1 ~ I // EXCAVATE ~0 TRENCHES ~T
INSTALL DBL CO~ ~, -~ I ~ ~ / ARE 8 FE~ DEEP (M~.) BY
',~ ~~ I/ 5 FE~ WIDE BY 50 FE~ LONG
~ / ~ ~ ~ ~ S~ER D~INROCK
EXI~ING TRENCH TO BE AB~DONF~ /; ~ [ t [ , '
,..~c~ so ~*~ ,~ ~ ~ us~ /~ / ~ ,~
/
/
/ 'NOTE: THE CONTRACTOR SHALL VERI~ THE WELL LOCATION
/ AND THAT THERE ARE NO ENCROACHMENTS UPON THE
x~ // PROPOSED SEPTIC UPGRADE.
~AS~ WA~R AND WAS~WA~R CONS~TANTS, INC.
6901 DE~R RO~, SU~ 2B. ~CHO~GE, ~. 99504
DESIGN Of SEPTIC SYSTEM UPGRADE
PREPPED FOR: PHONE NUMBER: '~'.]~ ~:-7953
DATE:6/16/99 K.D.W./J.L.M. 1 = 40' 2 OF 2 ,~,
ALASKA WATER & WASTEWATER CONSULTANTS, INC. ~'~"~>'~"~'OF-
LEGAL DESCRIPTION: BARKER SUBDMSION, LOT 1
PERFORMED FOR: aR~ YONKOSKE ~;~r
%%'....?......"
GM CL ~ /
GC OL
~ ~, SW~ MH
SN OH'~~ SEPTIC
SYSTEM
, SEPTIC' /~[ N~'
DEPTH
TO
GROUNDWATER DATE ~/ . , ~
DRY 6/~/99 ~~
DRY 6/16/99 /
~ GH/SH / rSrTE ~
10~H~ HOPE GRAVEL / / I" = 100'
II N I~+1 THAN UPPER
TIME (MINUTES) READING (INCHES)
_2 1:50~ __30 4-7/16" IZ9/16
13 3 1:52 6"
~ -2:02 - ~0 4-1/~" 1-~/~"
14
~ -- 5 2:04 ___ 6"
l~ ARD PAN ~ 2:~_ 4 _30 __ 4-1/2" 1-1/2"
7 2:~6 ~ ~ 6"
16~ J ~ 8 3:08 50 4-1/2" ~ 1-1/2"
17
18
19 PERCOLATION RATE 20 .(MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
20 TEST RUN BETWEEN 4 FT. AND ~..5 FT.
COHNENTS: PRESO~ PERC CAV~ 4+ HOURS PRIOR T~. ~1L~14,5' WHERE VISU~LY ~TED
PERFOMED BY A~S~ WATER ~ WAST~ATER ,, ~d~ ~ CERTI~ THAT
THIS WAS PERFO~ED~IN ACCORDANCE WITH ALL STATE ~'~NIC~GUIDELINES IN EFFECT ON THIS
DEPTH TO
GROUNDWATE~ DATE
DRY 6/8/99
DRY 6/16/99
~Y LERCH (90?) 694-850i p.2
To: DHHS
Date: JULY 17, 1998
We hereby notify DHHS as required by permit of the intention to terralift the
following property.
Lot:105 T15 NORTH
Block:
Address:
SECTION 18 K1WSM BARKER SUBDIVISON
19314 ADRIAN, SOUTH BUR. CH WOOD
Engineer Consulted: Yes X No
RECEIVED
JUL 1 7 1998
Municipality ot Ancn_orage
Dept. Health & Human ~Servic~
Jerry Leach
Alaska Drainfield Restoration
President
17228 Juanita Loop North, Eagle River, Alaska 99577 Phone: (907) 694-8500 Fax: (907) 694-8501
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME
MAILING ADDRESS I
T~', ~. ~.~::~-- ;1 q I 0'7.-~.- -- ~,--~_~ "2_~ tA~.
LEGAL DESCRIPTION I
LOCATION
Well Absorption area
OK DISTANCE TO: J ~ ' J
I ~ ~ Manufacturer
~1
I u3 Liq. capacity in gallons r- , ,,~,-..^,~,- Inside length
~.-~ JDISTANCETO' JWell ~. \ J~Dwetling
-_z I' I ~
~O~--~ Manufacturer /~l~,
I~ J Well , _~ ~ ~- Foundation
~' I DISTANCE TO: I I!'~ I
-I [~ Z I No. of lines J Length of..each hne I Total len~lth of.lines
~1- TopottiietoTinisngraae < i [ Material beneath tile
j Length Width , Depth
~l- J Type of crib Crib diameter ~ ~. Crib depth
~1 IP
~ J Well ! ' Build ng foundation
~' DISTANCE TO:
, Class _ Depth Driller
~ Building foundation Sewer line
DISTANCE TO:
OTHER
PIPE MATERIALS
SOIL TEST RATING
INSTALLER
REMARKS
APPROVED 0 ~ i: ~.:.~',;H~,';~¢:'.rui~,',~, DATE
72-013 (Rev. 3/78)
Material
Nearest lot line
L ONE
[] UPGRADE
Trench wid ,~ inches
'~___ riches
NO. dF BEDROOM~S '
PERMIT NO.
No. of compartments
'7.~
Liquid depth
PERMIT NO.
Liquid capacity in gallons
PERMIT NO,
Distance ,~n Ii nes
Total effective absorptL~;i area
PERMIT NO,
Total effective absorption area
Nearest lot line
Distance to lot line PERMIT NO.
Septic tank Absorption area(s)
LEGAL
SOILS LO0
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
~ L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PERCOLATION
TEST
7
8
9
10
12
14
17
18
19
20
SLOPE
SITE PLAN
WAS GROUND WATER .S
ENCOUN" L O
P
E
'[~,P'I' ILl .... ~f5(¢ Net Depth to Net
~ ~ ¢"~2¢*' ' ~ ~' Time Water Drop
~. ~ ~ .....
PERCOLATION RATE
TEST RUN BETWEEN
COMMENTS ~-'~-~ '~;:)~.)G, -T"~ ~ ~ i ~
PERFORMED BY: . ,d' 8~ 196X .. .....
72-008 (6/79)
(minutes/inch)
~" FT AND FT
'-/,
GRAVE:I .... ):}I!!i:F':'TH (F::"T',,
I") ........... ~
T' [)T A I ......... ' ( I::'"!" ,, )
G'F:~'.AVliEI .... W 3: ):):'l'l'"l (F::'T ,,
I: ..... ~... .... ' r'"~ [ ...... .,. """r'
::;I",mVM ~ ......t,1.: ~1' :1'"~,~ )
GI::i'.AVEI .... V[iI_LIMt!ii: (CL! ,, YDS ,, )
"t" ' ...... :.. ) Z IE ( G Al.... S )
I'"II ~t.". .......
S O ! 1 .... R AT' ]: I"'.!G ( SI'.;! ,. F::'T ,, /':8 Fi'. )
f','.:::,r't.l"l by t. he I"lu.r'iic::tpa1:i.t.y ,:::.~F A r"., c: l'"~ c.', i" .-'a g ::E, (MI)A)
'"' :[ .~ 'i '1 ]. :i. i]':~rl'...'::', '1. ]. " " .~!L;\x!~i'i..e:'~T~ :i. ri ;::, ,':- r" r'~ ~', 'fl.:'.~l-~C'.,'::.: ~,,,~ :i. t.h .:::, :I. '~ ' ' '
,::: ......... J (':v,
and :i.n ,:::cm,,p :1. :Lance ~...,~:i.t..h t. he:, ,:::les:i. gn c:r. :i.t..,.?_.',r :i..:'a ,::::,i' th :~.s pe~.rm:i.t.
:::.!;,, :1: v,::i, ll adhere '!:..c) al:l. MOA ,::Td"ICl !i!~t..;:':':t,:.:~-! ,:::I{' (::.~:l..!!~u;S{.::O. P~.-:.:.:,qL.i.:i.i"E:,!fiIE:.~F~'t:,.'!~i
d ista!"~c:.,'..:.:.;,'..:.il t" P,.'::,m .:':':tr'iy E;..~x :i. st. :i.n,:j.:i we.'-I ]. ~ u,..,'a..'.st.e.'..y.~.~.::~t.(-::.)p ,:::I :i. E. i::;, ,'.:::, ':'s .~:'~,. ]. 'i~!i'y':.'ii!.t.-':'(~.)[fi Of i:::. L;. i::) T :i..,.':::
'~!~E.!'v...~E:.:,P,Z~:~j(.:.Z' !E.:.'}/!St(-:.:.!fTI I::.',l'] tl"~:i.s ,.'::~1' ,.'..'~,.riy ...T:tdj.:'~.tC:,:.:.:..Tit
;.'.I.,~ :[ L..'.r'i,;::le~r"~i!!.t..:?~-'.r'tcl 'l!.hat. t.h:i.s l:::,e:".rn:i.t :i..i~i.; valid fc, r ...':':t
"i r'I '"{ . '~ .
.an y ~:.:.~ r',, '.i. a r' ,::: ~..'.:.! m(.:.:.~n t. ~,,~ :i. ! 1 r' ~.:-:.~ q u. :i. ~" ,:.::.:, a n ............ :i. t :i. ,.'::~n a .~. p ~.-:~ r m :i. t
.... ,...1.,>,1:::.!".'..!;:: ..... BY t"l(::)Bi T::~I ]:~ ;'",
......... .., ........... t. ;::~ :[ ,....,.., :1: NFl '-r'm?,:::.'.
· .r.: ..... , .......... ~ '"' ~{::; S.- :~:.:.:~ LI '.1: ! "i"?::~
, :'"!Md (1) AN ' 'f ....... ,";"vx :::':::'ql~i ...... AND
!,,-J]iLI .... N[]T' BE APF'F:~:OVED bJ!THOUT AN E]....E~.CTR I CAI ......'r ,,:::c,l::::fm,.., ~....~ ........ ~,..rq~:~,...~..~ ,~"~:'~::'n:::q"'u_, ,..:~, .., AND (3) ..r.. I!:'
E!]_E!]::;TF~ Z CA ..... [40, ~t( Md!..FF B,...i BONE 4':')Y ,g ..... '.~.
"c,~.~! ~:¥'~. r:~.,/' '!'~/.l~"i"c:'~l ...................: ............................................
[] SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
[] PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
2O
COMMENTS
//o//z xr
No. 14b'7-G
72-008 (6/79)
SLOPE
WAS GROUND WATER I~_
ENCOUNTERED? ~ 0 O
P
E
IF YES, AT WHAT
DEPTH?
SITE PLAN
Gross Net Depth to Net
Reading Date Time Time Water Drop
t
PERCOLATION RATE //~t (minutes/inch)
TEST RUN BETWEEN ~ FT AND FT
CERTIFIE~~