HomeMy WebLinkAboutTIMBERLUX #2 BLK H LT 11Timb
rlux
Block H
11
#018-271-44
Municipality of Anchorage . ·
Development Services Department.--"".
Building Safety Division
On-Site Water & Wastewater Program, 4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343-7904 Page I of
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number:. SW020150 PIP Number=. O18--271--44
Nome:
JAMES JOHNSON Wastewater System: · New r"l Upgrade
4835 HIM.ANDALE AVENUE * ANCHORAGE, AK 99516 ABSORPTION FIELD
(907) 345-0523 4 ri Deep Trench n Sholtow T. nch rl Bed []Mound *. Other
LEGAL DESCRIPTION ~' '~= 5.0 ~,~.
H 11 TIMBERLUX ~2 SEE DWG ~ 0.47
- -- - SEE DWG r~ 40'+
WELL: [] New [] Upgrade 5 r~ 1
..~ ~ ~ 200 sa. ~ D 3054/ F-810
~. A+ HOME SERVICES 3-18 2002
,~ ~ TANK
SEPARATION DISTANCES •s.p~c [].~d~n~ •~T.~. .'0~.~
~o S.,t~CTan~ "~q~d~°"S~onUftH~.~.ro.k S.~-/~'~ ANCHORA(~E TANK 1500
we, 100'+ 100'+ - - 25'+ ~ FIBERGLASS ~ '~ -- "-:""~ 2
Sd,O=. wot., ~oo'+ loo'+ - - - LIFT STATION
Lot Uno 5'-i- 10% -- -- -- 1500IANCHORAGE TANK/ORENCO SYSTEMS
Foundation 5'+ 10'+ -- -- -- TIMER TIMER 46
Curtain Dm|n NCiNE KNOW 1~20 M.O.A.
~emark=: BENCH MARK
· FIBERGLASS ADVANTEX TREATMENT SYSTEM TOP OF GRAY ELECTRICAL BOX ON
· * DEPTH TO TOP OF SAND FROM ORIGINAL BACK OF HOUSE
GRADE. ~
OLD' SEPTIC TANK WAS ABANDONED PER UPC CODE.
·
Inspections performed by: AKWWC, INC, Dates:lst 6/13/20022nd 6/14/2002 ~~i
3rd 6/18/2002 ~ .~ ;..Je~ fr~y_~ A. _O_a_rn ess.:
Developme.n.~ Services Department Approval ~"~;:~...~._~ 9_5~...'.'"~
R(~viewed and approved ate:~
A ~ C
ST1 - 25.2 27.8
MH - 16.5 30.6
C01 14.3 38.3 -
MT1 12.7 36.0 -
C02 49.9 60.4- -
MT2 49.8 62.0 -
"'.',(_:_~,' ~., : ~w~6/27/2002e~:
ALASY~ WATER & WASTE~TER Z.T.O.
CONSULTANTS, INC.
PREPARED FOR: PHONE NUMBEE: PAGE: NUMBER:
JAMES JOHNSON 545-0525 2 OF'
TIMBERLUX SUBDIVISION ~2; LOT 11, BLOCK H
AS-BUILT DRAWING OF SEPTIC SYSTEM UPGRADE
~'~ ~: AS BUILT I)RAWING
SW020130 ~ 018-271-44
/
R ~ HICH~
RL= F= 'C~ / /~l~ - 91.26
TOP OF ~D~ ~B~M OF "
- ~0,7~ D~N~E~- 89.26
~ 6/27/2002
~SI~ W~I'ER & ~STE&VATER C.J.G,
JAMES ~ ELLEN JOHNSON (907) 345-0525 3 OF 5
TIMBERLUX ~11 LTl1, BK,H
4 e~ '-, .." ~
~E OF WORK:
PROFILE AS-BUILT DRAWING OF SEPTIC SYSTEM UPGRADE
A+ ~ome Services, Inc.
ELECTRIC
[~001
To:
Cc:
ZnspeK:;Uon I?~pod:
Hunldpnllty cd Am:hc)mge, BulMIng ~*y l)lvldon
4700 ~u~h .BmgBW
: CONNENI'g! ~r I~SpKI;or ug Ji~ly}
'/
Dlb~
¢oo~1 ,~I,~ s ~z~zat
FROM : ~ IBqG SUC P}-IOI4E NO. : 272 13218 Ma,.,j. 19 L::'~2 ~9:42P['1 P2
Pannone Engineering Services, LLC
Cons~dting Engineer
P.O. Box 102954
Anchorage. AJask3 99510
(907) 2'/2-8218
WELL & SEPTIC SYSTEM ADEQUACY TEST
Legal: Lot 11 Block H Timberlux #2 S/D
Owner: Mr..lames F. Johnson
Residence: 4835 ITfllandale Ave., Anchorage, AK 99516
Septio System:Tank Size: 1250 Absorption System Type: Trench
( 'om records)
Installation Date: Trench 6/10/81 Soil Rating: 225 sfdbr
Date of Pumping: 12-20-01 By:. Isaac's Pumping (per owner)
Date of Invesfgafion: 5-4-02
TEST PROCEDURE; The absorption system was inspected visually and
measured. It was found to be operating in failure according to initial measurements. Standing liquid depth in the
field was measured at 70" (seventy inches). Gravel beneath pipe is 48' (forty-eight inches) according to the
installation in~pectlon of 1981 on file with the Municipality. This means the absorption £eld is saturated and
absorption into the earth is occurring 22' above the intended absorption area. The owner was present and
indicated that'he knew the absorption system was in poor condition and had expected it would not pass
Municipal requirements. He had already started the process of having a new absorption field designed and
installed by a certified well/septin engineer. He indicated that it will be installed within the next re-ac weeks.
The tank on this lot is 97 feet from the well on an adjoining lot. The well on the adjoining lot was installed after
the tank and absorption system on this lot were installed. Well, septic, and t,xnk requirements were met at the
time of installation on this lot.
The well was tested and water samples were taken. The static water level in the well was measured to be 67 feet
below the top of the casing. The water level in the well was drawn down to g4 feet below the top of the casing
while the pump produced 4.0 GPM. It appears that the well is able to produce approxinmtely 4.0 OPM. The
water was tested for bacteria and nitrates on May 4, :2002. The test indicates nitrates, coliform, and other
bacteria to be well under the maximum allowed by Federal and Municipal standards (see attached results).
~ This well on this lot meets the code and operational requirements of the Municipality of
Anchorage for a four (4) bedroom house. The absorption field is in failure and the owner is in the process of
having it replaced.
In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering snalysis of the
system in accordance with MOA Guidelines & Regulations. The reported results describe the performance of
the system under the conditions encountered at the time of the test, and separation distances measured to readily
identifiable features. The operational ilfe of all wells and septic systems depend on the local soll conditions,
ground water levels that may fluctuate during the year, and the water usage of the family being served by the
system. These conditions are outside the control of the evaluator ofthls system. All systems eventually fail and
satisfactory test results do not guarantee future pefformanee of the system, nor do they guarantee that there are
no hidden defects or encroachments. PES can therefore not provide any warranty for future performance nor
give any estimate of how long the system will continue to meet the operational requirements of the MOA. The
content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by
any other person or party is not authorized nor will it confer any legal right whatsoever.
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
Initial
Date Issued: May 23, 2002
Expiration Date: May 23, 2003
Permit Number: SW020130
Legal Description: TIMBERLUX #2 BLK H LT 11
Design Engineer: 0041 AK Water & Wastewater Consultan'
Owner Name: James Johnson
Owner Address: 4835 HILLANDALE AVENUE
ANCHORAGE, AK 99516-4148
ParcellD: 018-271-44
Site Address: 004835 HILLANDALE AVE
Lot Size: 36522 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
[] Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private Well
[] Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified In Anchorage Municipal Code Chapters 15.55 and 15,65 and the State of Alaska
Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ).
3. The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By: /~
Date:
Date:
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
Parcel I.D.
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAHILY DWELLING
Perm t Number ..~'~/0~- ~)/30
Property owner(s) ~IAMES JOHNSON
Day phone 245-0523
Mailing address (1) 4835 HILLANDALE AVENUE * ANCHORAGE. AK
Mailing address (2)
Legal description (Lot, Block & Sub'd.)
Zip Code 99516
LOT 11. BLOCK H: TIMBERLUX SUBDIVISION ~2
Legal description (Section, Township & Range)
Lot Size ~ ,~-~ ~.- AcresQ
THIS APPLICATION IS FOR:
Sewer Only [~
Sewer and Well
Sewer Upgrade ·
Number of Bedrooms
Well Only ~r~
Water Storage
THIS PROPERTY CONTAINS:
Hot Tub ~ Jacuzzi
Swimming Pool Water Softening Unit
Therapy Pool []
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal codes.
ALASKA WATER &: WASTEWATER CONSULTANTS~ INC.
Permit Fees: ,~ z./DO. <3<:::)
Date of Paym.ent: ,_~ - o~ /-,~'3 ~,~
Receipt Number. (~c~'t~ ~'(~ ~ ~,
Waiver Fees;
Date of Payment:.
Receipt Number.
ALASIG WATER & WASTEWATER
CONSULTANTS, INC.
May 20, 2002
Municipality of Anchorage
Development Service Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
Reft Proposed Septic System Upgrade for Lot I 1, Block H; Timberlux Subdivision #2
ADVANTEXTM TREATMENT SYSTEM
To whom it may concern:
1. GENERAL: The existing 4 bedroom home is served by a private well and septic system. The
existing system is in a'state of failure and needs to be upgraded. A test hole was excavated on the
property. We are proposing that an Advantex treatment system and a 5-wide type drainfield be
installed within the 30' radius of the test hole.
2. SOILS: See the attached log, which shows the soil classifications, groundwater monitoring,
and the percolation test results.
3. DRAINFIELD APPLICATION RATE: The intent is to install an Advantex Treatment
System that will allow the use of a small drainfield in the area around the 30 foot radius of the
test hole. Given the pemolation rote, the allowable soil application rote for Advantex effluent is
5.0 GPD/FT2. Regardless, we are going to conservatively assume an application rate of 3.0
GPD/FT2. We are going to provide 2.0'+ separation distance to groundwater.
4. TRENCll DESIGN:
a. Percolation Rate: 15 minutes/inch
b. Allowable Application Rate: 3.0 gallons/day/fi~
c. Number of Bedrooms: 4
d. Des!gn Flow: 600 gallons per day
e. Min,mum Absorption Area: 200 ft~
f. Total Depth: 2.0 feet (max.), then add 1.0 feet of MOA approved sand
g. Effective Depth: 0.5 feet
h. Width: 5 feet
i. Minimum Length: 40 feet long
k. Effective absorption area: 200 ft2
6901 Debarr Road, Suite 2B ~ Anchorage, AK 99504 ~ Ph: (907)337-6179 ~ Fax: (907)338-3246
5. ORENCO PACKAGE SYSTEM: The STEP tank with the Advantex Treatment System will
be manufactured by Anchorage Tank & Welding to meet the latest design criteria established by
Orenco Systems, Inc. The point of contact at Anchorage Tank is Lowell McNutt. As with their
standard STEP tank, it is equipped with a high water alarm per M.O.A requirements.
6. SURFACE WATER: There is no surface water within 100 feet of the proposed septic
system upgrade.
7. TOPOGRAPIIY: As can be seen on the topography site plan, there are no slope concerns
8. CLOSING: I am open to any suggestions from your department that would be an
improvement to the proposed system. I am unaware of any negative impacts that this installation
would impose on adjacent wells, or septic systems. If you have any questions, please call us at
337-6179.
Sincerel ,
NOTE: Attached is a site plan drawing, a design drawing, an Advantex detail, a trench detail, a
soil log, a topography site plan, 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
t k2 LOT 4, BLOCK H X~ ~, // / ~ x
~ .~'-/ -~~ ~~ ~'~
A~SI~ ~TER & ~STEWATER ~ ~~ [[ .~-q~.'
JAMES A ELLEN JOHNSON ~45-0525 1 OF 1
TIMBERLUX SUBDIVISION ~2; LOT 11, BLOCK H
SITE P~N FOR PROPOSED SEPTIC SYSTEM UPGRADE
~PROPOSED"~ BEDROOtJ
FIBERGLASS ADVANTEX
I (SEt' DETAIL, PAG~ 3 OF 4).
~ PROPOSEO D~NREW. EX~VA~ A mENCH~[ iC~ ~: ~
[ ~T IS 2.0 F[~ DEEP ~)MUM ~ 5 ~ ~ , :~ / ~EXI~NC SEP~C
I C~. W~HED s~g. D~NR~K. IN~ ~ I ~al == ~11111~11;
I m~.c..~ ~o s~o.[ co~ou.s. I I~" == i ~lllmmmJlr,
_ ~ "-- ~ / 'T illlll~ll;
I ~ ', ~. 'x.;..'.:'.
~ ~ .... ';.. '.. /
5/20/2002
-- C.J.G.
AI~S~ ~TER & WASTE~TER '~: ~r.~?..~..~ .~ ..... ':z.:~
JAMES JOHNSON 545-0525 2 OF 4 ,
~[ OF WORK:
DESIGN OF PROPOSED SEPTIC SYSTEM UPGRADE
AdvanTex' Treatment stem .;:::- p.~ ~ THE
AX20 - Mode la
40x94Pod --'
NOT[: 31'{E BOARD INSULATION TO BE .[.
INST~U I ~'n OVeR THE $E]~1C TANK & 4 [
BEYOND ON N..L SIDES EXCEPT UNDER [
THE ADVANT~X RLTER. ~IIS WILL N. LOWI
I
INLET
OPTIONAL.
ALASI~ WATER & WASTEWATER
CONSULTANTS, INC.
~R~A.RED FOR: PHONE NUMBER:
JAMES JOHNSON (907) 545-0525
.[GAL DE~CRIF'flON:
TIMBERLUX SUBDIVISION #2: LOT 11, BLOCK H,
5/17/2002
J.LM.
N.T.S.
PAGE NUMBER:
30F4
DETAIL DRAWING OF ADVANTEX TREATMENT TANK
SCRE~NFn
VAULT
D'TLU~IT
PUMP
40 FEET LONG
2' OF C~R
~ ~ /~nL~R F~RIC
~PR~D ~D 1 ~~'"~' r
] --0.5' OF E~
,~w.
AI~S~& ~;WI'ER & ~;~S'I'EW~I'ER ~:
........ CONSULTANTS. INC. ~
JAMES JOHNSON (907) 545-0525 4 OF
TIMBERLUX SUBDIVISION ~2; LOT 11 BLOCK H, ~G "'-.~ ....... "~
PROFILE DRAWING OF 5-WIDE DRAINFIELD
ALASKA ~VATER & V~ASTE~VATER
ISOIL LOG - PERCOLATION TESTI
,, '.., ,, ,, .(.~,,,,..'
LEGAl. DESORIPT10N: nUOtaLUX SUOVMS~0N t2; LOT 1~, nL0CK a'
PEaPOR~E0 F0a: ,~ts oo..so. DATE: ~/~/~oo2 ~;t'._"'..L,
I~ OROANICS ITEST HOLE #~1
I I A _.._;.._ ........
~. '"~ · iow ~ ORG
/
g GM 'CL
GC OL
SW NH
SP CH
SM OH
SC
GROUNDWATER
6.o' 5/,/2002
5.o' 5/~ 0/2002
.~.~;~ 5/17/200~ .__~' · i ~'"'~[ ~1
10
11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
12 5/10/2002 1 12:45 - 6,, _
~ 1:15 ~o ~ ~/4' 2 1/4'
13 3 1:15 - 6- -
4 1:45 30 4' 2'
14 5 1:45 - 6- -
6 2:15 30 4' 2"
15
16
17
18
PERCOLATION RATE 15 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19
TEST RUN BETWEEN 3.0 FT. AND 3.5 FT.
2 A FOUR HOUR PRESOAK WAS PERFORMED: · YES []NO
SOILS LOGGED BY: JASON WOOD PERCOLATION TEST PERFORMED BY: CALEB CALL
COMMENTS:
PERFORMED BY AKWWC. INC. I, JEFFREY A. OARNESS, CERTIFY THAT THIS WA~ PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT ON THIS DATE:
DEPTH TO DATE
GROUNDWATER
6.0' 5/9/2002
5.0' 5/i0/2002
~.,..~ 5/17/2002
S~nt By: AZaska Water and Wastewater Con; g07 338'3246;' ~ay-20-02 11:f5; .. Page 111
Municipality of Anchorage ..
Development Servic'~a D~partmcnt.i.
Bu~d~g ~af~y Divi~i~
P.O. Box 1~650 ~ch~c.,~ ~519 ~ . .
PROPERTY OXVNER AGREEblENT FOR Tile MAINTENANC~OF AN ON-SITE
WASTEWATER DL~.POSAL SYSTF31
Tl~i~ agreement, da. led ~ff~...~.~.~, is made between the l~uakipality.of Anchorage
Development Seduces De~cnt ~SD) m~d the pm~ny owner(s) off ' · '
The:properly ownersal~r? to the following:
S ub,,,it to' the Mtmiclp~ fi'~fof Anchorage, an mx arumal b ms'i ~, an in.q~.fion a~d operation
sm[ement from a rcgis~rcd professional engineer. This inspection and ope~ion s~atement shall
verif'y tha! lhi' engineer has inspected all effluent and air pumps, ~imcrs, and alarms, and that any
deficiencies have been repaired and t 'hattl~ system_is t:.unctioning as dcsig,ned~
(Printed Name)
/
(Printed Name)
·
• I,,./ MUNICIPALITY OF ANCHORAGE h�
S 'r ._ DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
---t (A . ENVIRONMENTAL ENGINEERING DIVISION
825 L Street - Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAM/E�ter*e
/C ASS/l /9/1z4 ,.veiG l, — �/AJ C Z% 3 ¥�
PHONE
3 % /
7
�.NfW
■UPGRADE
MAILING ADDRESS
t.ez4- pix 97‘
LEGAL DESCRIPTION
L // dN i �/-5�.eI-e-rx
LOCATION/
�� `
Cc
NO. OF BEDROOMS
Uy
W2
h~ary/C
co
DISTANCE TO:
Well
J
/1/C /�
Absorption area q d
9' le
Dwelling^ '
-2
Materials _�g�
pCJ
PERMIT NO / D , 7
No. of compartments .2 --
Manufacturer .
/J ee
Liq. c7acity gallons
IF HOMEMADE:
Inside length
Width
Liquid depth
D 2
J O'2
2 z <
DISTANCE TO:W
Dwelling,
PERMIT NO.
Manufacturer
A .
Material
Liquid capacity in gallons
TILE
IDRAINFIELD
TRENCH
DISTANCE TO:
Well
At,f)j /--1.),
FoundationNearest
- %%if
lot line
9 /
PERMIT NO.
No. of lines
do
Length of eacr line
Total len Vi Ines
Trench width
inches
Distance between lines
Top of to finish grade i ^S
Material beneath tile1, G ��
Y' o inches
Total effective absorption area
9 a O # /
SEEPAGE
PIT
LengthWid
Depth
PERMIT NO.
Type of crib
(eter
Crib depth
Total effective absorption
area
DISTANCE TO:
Well
Building foundation
Nearest lot line
-J+
u'
Clas
71/4 Tis .
Depth
Driller
Distance to lot line
PERMIT NO.
DISTANCE TO:
Building foundation
Sewer line
Septic tank
Absorption areas)
OTHER
7
{
PIPE MATERIALS
�,,9ST/c7-0q
P��
*/?
SOIL TEST RATING Z J
S
_ f
r1/^
A.
I✓
e '
r
TL,
72.
INSTALLER ^i�
`///'�J
`/'/�
3
("-
REMARKS
/l°�D �D/1 )le— ••
vt%Z e.- A/0i 7:4).
Now Q r •
, wt L -I 0-8 I
gr.
9"P
tSe
t
1,7
4
lei
.d"..---
AP'ROVED Alli DATE LEGA//L
/, / Iw A'i.r-
b/CP/
II,IS
FI e_& N ] C: I r =-s L_ g "r ° e a_a F= F -6 F- 9 C: H Fs:: t=i a3 15_
Li DEPARTMENT JHEALTH FIND ENVIRONMENTAL t).:,::�10TECTIor li i_OS
825 'L" STREET: ANCHORAGE,AK. 99501 11_c ri
fLIS
264-4720
P,..s a._.L F=8F-nocu ON—1 t EEE-aE F. F' Fr. rel I t
PERMIT NO. 810147 )
APPLICANT ROGER HAMACHER/ITASEACO SRA BOX 916
LOCATION HILL h1 DALE
LEGAL LIi B. N TIME:ERLU,< #3
TYPE OF SOIL AE:SORPTION SYSTEM IS: TRENCH
LOT SIZE
345-3717
43560 SQUARE FEET
00-r4. aj
MAXIMUM NUMBER OF BEDROOMS = 3 SOIL RATING (SQ FT/'BR):= \2'25
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
c E=F=° M= Sy C._CNCiYb &= 8E5 GF:F aEIL_ CeFEF•1-1-H -@..
THE LENGTH DIMENSION I5 THE LENGTH (IN FEET) OF THE TRENCH OR DR:AINFIELD.
THE DEPTH OF H TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET).
.THERE IS NO SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION (IN FEET).
Fp:E a_aLJ 1 F=:ac. sE F=°..7- 1 C: IFHtAF=:: SI ='E_= :'1_000
PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE
INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE
NUMBER OF RESIDENCES THAT THE WELL WILL. SERVE.
— — — -1-' -a ca <2> Ir-.4°="flCMIONIS RFFlEna
BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL E:Y THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR FI PRIVFITE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC WELL.
MINIMUM DISTANCE FROM A PRIVATE WELL TO H PRIVATE SEWER LINE IS 25 FEET AND
TO H COMMUNITY SEWER LINE I_; 75 FEET.
WELL LOGS ARE REQUIRED AND MUST E:E RETURNED TO THE DEPARTMENT WITHIN 30 DAYS
OF THE WELL COMPLETION.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILFIBLE TO INSURE PROPER INSTALLATION.
E.:_-_: F=" 1 E: E;' £ A_: F1 B F= F=:
I CERTIFY THAT
1: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THAN 3 BEDROOMS.
v
/\sr'€'C. Civ'
SIGNED:_. ._----g'e�'��ti% .,c.Gle..s ..11-1_� aLLQ GL- C'_ 0
APPLICANT ROIJER HAMACHER I TH' EACDRP
ISSUED BY q_!L"" =QUA=r---DATE__L(1/ .1.___. e/`""'`-- X1..0
PERFORMED- FOR:
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 2644720
SOILS LOG
PERCOLATION
TEST
SOILS LOG -- PERCOLATION[L
�^-i
TEST TEST IoLE. 1N o 5
\/AVN E L Coo p E DATE PERFORMED: �� E �/ s — �
LEGAL DESCRIPTION: LOT ? BL.004 1-4 1 1 H L�' ,g? L O X 'r)
SLOPE SITE PLAN
1
GlWAVS
k / oe2C7AtcuC SJ L.T.
S I LT wti U4 %e• 0.01." [Kon 1 SPO•44,
t8t 1,06\•&s, aacQhu 1
3 - gym.. 14CA I) .ta Y ILIAL Lri.M
4 - e� � G�.a.� , 11 L41
L
SAedDySILT �, t e �m
\V*01..,9tA, .iQ �obeaw 0.64442 C.0461C
7 'C... CKMtCA Crvt.L R..4Li.!A 4'4i. p� VBG
8 - t caisi h4 E;.Fhb, -tst,ayC`t 4 51
,` 9 iv i
10 .- s._. C L,. ," M H /I'
isic
s- WAS w..WAS GROUNDWATER
11 - A,,,,, Qts 0 L
ENCOUNTERED? , tM S
— +0
12
(7 IF YES, AT WHAT
13 y 44 LDEPTH?
14-
15
16
17
18
19-
20
Reading
Data
Gross `
Time E'3 Y',
Ne
Time $'
Depth o
Water
Net
Drop
1
2
. _
w_
` 00
aaG9Gs
14 Hca
:
X5,5
, 5
1.55
2 80-0
®%o
�3o
4m 00
0 3o
3g, €
A.50
PERCOLATION RATE 1
(mi cites/inch/
`�, _ { TEST RUN BETWEEN ....m A� FT AND .: �_ FT �!
COMMENTS L *'S[t', L,M,,e&�64rL $' int R 1.e _V.F4Q._",s M�.4' '#" J p/ %/ 5 lW'4.,S.
,lYp fro, tJw-k.
AL " z �-tto Lot t ws ov,eQ,
PIRFO�RMED BY: -, ,Cf..� ((%% CERTIFIED C3Y:
72-o"vpyw.riL-W9) �%J 1"1144'R CA • �I .
Tobben Spurkland P.E. �1
8155 Cranberry St.
Anchorage, Alaska 99502
Phone (907) 243-5302
March 6, 1981
MUNICIPALITY OF ANCHORAGE
DEPT. OF HEALTH &
ENVIRONMENTAL P;OTECTION
Wayne L. Cooper
SRA Box 4349
Anchorage, Alaska 99502
Subject; Soil Investigation Lot 11 Bloc k H 'Timberlux Subdivision
Dear Sir:
MAR 6 1981
RECEIVED
Per your request a soil investigation for the purpose of determining the
suitability of on site sewer disposal was conducted on Lot 1101ock ri
of Timber].ux Subdivision during the Weeks of Feb 22nd and March 1, 1981.
A MF. -70 backhoe was used for test pit excavation.
On February 24th a teat hole was dug approximately in the! cot-of.the- lot.
The soil was found to:consist of a 1°111 silt with medium p7astioJtys slow
dilatancy and'1ow dry strength, Rounded rocks, cobbles,jc+nd:sOme-;,and lens
were randomly formed,an the soil. The soal !was damp, but friable and loose
in the excavated stato. At the` 11 foot depth ground water apiwered,
The bottom 6 feet of this hole was backfilled and a. bench excravated at the S
foot level.' With the use of a post hole digger a 2 -foot hole was dug into
this bench and this hole was saturated with water for 24jhours The next day
a percolation test was started and the following readinga taken:
The test
Time
8:05
8:35
9;00
9:30 .25-g",-
was
54' .was discontinued at this:time due to the slow percolation. rate.
observed. The municipal code required a wa.nimiwn of 1 inch per 60 min-
ut•es, the rate observed was less that 0.5 inches per 60 minutes.
th to waterievel
24"
25"
25:6"
On February 26th four more test holes we're dug. The genera' locetton of
these holes are shown on the attached soi:i. J.og for TH 5. Th'.2 and'`l:I 3 9how.zd
the same soil conditions as q.H 1. Asn oheck' a 12P-anch hole ,war; dug wzth.the
poot hole digger in TH 2 and fi]1ed.with waste=r. The water bevel subsided le-
that one inch during 60 minutes.
TH,4 was located at the base o3' the.ri
aristatled system for Lot 4. Uator was
discontinued.
he general'1ocatie
nterecl at 4 feet and
Tobben Spurkland P.E.
l�
TH 5 was dug on top of the ridge. A 4 foot thick layer of HL silt was found
<' between 5 and 9 feet A percolation test was done in the soil, the result
shown on the Soil Log -Percolation Test Report„ The method of test was as
describedearlier, however the test results were irregular and not conclusive
to det- . i- the--ahaa tion capability of the soil. Normally the percolation
rate diminishes during tha + hour test. In this case the percolation rate
ie.s to whertJ e est hole was full ofjtater and increased as the water Level s
subsided. The test o51e was filletwice and the readings repeated both times.
Due to the generally poor soil conditions :in the 'Timbe:rlux subdivision and the
eytremely poor percolation rate observed in TH 1 1 co idcrr it prudent to base _,,
the soil rating on a visual analysis of the soil. A rating of 2w1fl-:prvide
for some excess capacity of the soil remains uniform for the length of the
trench, but will also allow for some changes in the soil.
When the system is installed care must be taken to insure that the trench
is actually :in the sandy silt in which the percolation was performed. If this
;.;oil strata disappears into the HR soil, the Health Department .should be notified
for redesign of the system.
Based on a three bedroom residence and a system installed in the 4. -foot strata
of M.i, silt the following trench dimensions will provide the required absorption:
Trench Length
Trench Depth
Gravel. Backfill
l appreciate the oportunity to he
Sincerely,
M . 0 0 ���
0., N '‘/L-�'4y[)
Y.
4tlylU,s�.)nd ° *fid
85 feet
9 feet
4 feet
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.ct.anchorage.ak.us
(907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 018-271-44 HA,aJ~ ~¢',t~ ~_O ,==~- ~ g/
1. GENE~L INFORMATION ~pimtion Cate: /~
Completelegaldescriptlon TIMBERLUX SUBDMSION ~2; LOT 11, BLOCK H
Location (site address or directions) 4835 HILLANDALE AVENUE * ANCHORAGE, AK 99516
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
JAMES & ELLEN JOHNSON Day phone ,345-0525
4835 HILLANDALE AVENUE * ANCHORAGE, AK 99516
Day phone
CAROL BUTLER w/ REMAX Day phone
2600 CORDOVA * ANCHORAGE, AK 99503
276-2761
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 4
3. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class Well
Public Water System
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
Individual Holding tank
Community On-site
Public Sewer
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer
of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or
water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority
Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may
De reissued with new water samples. (Certificates may be reissued for a period of up to one year with vaii(~
water sampies.) Certificates are valid for one year for properties served by Class A er B wells or a public water
system. The Municipality cf Anchorage is not responsible for errors or omissions in the professional engineer's
WORK.
Note: Alaska Water end Wastewater Consultants, Inc. shaft be paid $ ~ at, or p#or
to closing for the engineering services provided.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my sea/af~xed hereto and as of the validation date shown be/ow, I ve#fy that my
investigation, based on procedures outlined in the Health Autho#ty Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate
for the number of bedrooms and type of structure indicated heroin. I further verify that based on the
information obtained from the Municipafity of Anchorage fi/es and from my investigation and inspection, the
on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
Name of Firm ALASKA WATER &: WASTEWATER CONSULTANTS, INC. Phone
Address 6901 DEBAER ROAD, SUITE 2B * ANCHORAGE, AK 99504
Engineer's Pdnted Name JEFFREY A. GAENESS, P.E.
Date
337-6179
Engineer's Comments:
In conducting this evaluation, AKW1/VC, Inc. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines & Regulations. The reported results described the pedormance of the
system under the conditions encountered at the time of the test, and separation
distances measured to readily identifiable features. The operational life of all wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and the water usage of the fam#y being sen/ed by the system.
These conditions are outside the control of the evaluator of the system. Satisfactory test
results do net guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. AW1/VC, Inc. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report is for
the sole benefit of the owner listed above. Any reliance upon or use of this report by any
other person or party is not authodzed, nor will it confer any legal Mght whatsoever.
DSD SIGNATURE
~ Approved for /"/F' bedrooms.
Disapproved.
Conditional approval for
bedrooms, with the fllowing stipulations:
~.~: ,~." ".'~O~r
· ~ -"': ,' '.~c
~: ON-SITE ~ ¢
~ ~ WASTEWAT~R ·
Attachments:
HAP, Checklist
Septic System Adviscry
Well Flow Advisory
· ~. ~.'.. ..... · .' ~,-<,~,-
Manitenance Agreements :x, Yr~... ,~.; .
Supplemental Engineer's Reort ~J) ; ~ ~ ~ } ~ ~ ~ ~ ~
Other
Original Certificate Date: '~ ' / '~. ' LO~-,.
Municipality of Anchorage
Development Services Department
Building Safet~ Division
On-Site Water & wastewster Program
4700 South Bragaw GL
P.O. Box 196650 Anchorage, AK 99519-6650
www.cLanchorage.ak.u~
HEALTH AUTHORITY APPROVAL CHECKLIST
LegalDe$ctlption: TIMBERLUX SUBDIVISION ~12i LOT 11, BLOCK H ParcellD: 018-271-44
WELL DATA
Wail type PI~'A~ ifA, B, or C provide PWSID# N/A Well Log (Y/N) YES
Datec~rnpleted 4./17/1981 Sanlta~yseal(Y/N) YES Wlrespropeflyprotected(Y/N) YES
Total dept~ 108 It. Cased to 40+ It. Casing height (above ground) 12+ in.
FROM WELL LOG AT INSPECTION
Date of test 4/'17/lg81 5/4/2002
Static water level 48 lt. 67 ff.
Well production 4.0 g.p.m. ""4,O g.p.m.
*TEST PERFORMED BY
WATER SAMPLE RESULTS: PANNONE ENGINr. t. RINO
Coliform 0 colonies/100 mi.
Alsenic: N/'A mgJL.
SEPTIC/HOLDING TANK DATA
Tank Type/Material FIBERGLASS
Tank size 1500 gal. Number of Comparlments 2
Foundation clnanout (Y/N) YES Depression over tank (Y/N) NO
Date of pumping NEW Pumper.
ABSORPTION FIELD OATA ~
Date installed 8/~a--te/'zoo2 Soil rating {~ .~r It'/berm) 5.0
Length 4O+ fl. Width ' 5 ft.
Total depth ,2.? lt. Eft. absorption area 2004- ff~ Monitoring tube YES
Date of adequacy test NEW Results (Pass/Fail) PASS
Fluid depth in absorption field before test - in. Water added - gal.
Elapsed Time: - min. Finalltuid depth - in.
Any rejuvenation treatmem (past 12 mo.) (Y/N & type) -
Nitrate 0.239 mg./L. Other bacteria 0 colonlas/100 mi.
Date of sample: 5/'5/2002 Collected by: PANNONE ENGINEERING
[ADVANTEX SYSTEMI
Date installed
Claanouts (Y/N)
High water alarm (Y/N)
6/'13-18/'2002
system type SHN.LOW TRENCH
Gravel below pipe 0.47 lt.
Depression aver field NO
For 4 bedrooms
New depth - in.
Absorption rate >=. - g.p.d.
If yes, give date -
D. LIFT STATION
Date installed6/13-18//2002 Size in gallons
"Pump on" level at TIMERIn.
Datum BOTTOM OF TANK
E. SEPARATION DISTANCES
1500
'Pump off' level at TIMERn.
Cycles tested. NEW
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lilt station on lot100'+
Absorption field on lot 100'+
Public sewer main N/A
Sewer/septic sewice line 25'+
Manhole/A_ _cces_ s (Y/N) YES
High water alarm level at 46
Meets alarm & circuit requirements?.
in.
On adjacent lots 100'+
On adjacent lots 100'+
Public sewer manhole/cieanout
Holding tank N/A
N/A
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 5°+ Abso~don field
Water main N//A Water service line 10'+ Surface water.
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:.
100'-k
Property line 10'+
Water service line 10'+
Curtain drain NONE KNOWN
F. COMMENTS
Building foundation 10'+
Surface water 100'+
Wells on adjacent lots 100'+
Water main N//A
Driveway, parking/vehicle storage 10'+
O. ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and
review of Munidpal records that the above systems are in
conformance with MOA HAA guidelines in effect on this date.
Engineer's Printe~ Nam~ ,~r. rrl~EY A. GARNESS
Date ~ / "Z" ~/~ 2-.,,"
HAA Fee $
Date of Payment ~"'~" I'O?--
Receipt Number ~
(Rev. 12/o~1
Waiver Fee $
Date of Payment
Receipt Number
FROM : P~ ENG SUC PH~ NO. : 272 8218 Ma~. 19 2~ 1~9:42PM P~
CT&E
Environmental ~'Mc~J le.c.
CT&I: R~.~ 1022343001
Client N~'~e ~ooe
O~ Sa~
0.239
U~ka Med~xl Lb~i~ Date D~
0.200 ~ ~'A 300.0 (<101 O~Oz ,'DT
teLc rob J. ologY
T~a! Coilt'orm 0
3un 25 02 07402p
Ellen U. & 3ames F. ~ohns (307) 345-4403 p.!
BU'I[T
Xt is 'the res~n-~b~lfty of the wrier to determine'. '"
the existence of any 'easements, covenants, or re-
strtcUons which do not~ appear on'the reco~,ded subr -.'.
dtvtston plat. Under no ctrc~stances should any
· ' T$'OFI~CORO'-I~-"T ~lJ~r NOT
data hereon be used for constructtqn or fo~ estab- ..
ltsMn9 boundary or 'fence 1tries. The su .rveyor take; SHOWN ON TH; ~CO~O~O PeA, :...
_ '" SHOWN H~EON. ..,
responsibility for the .lntttal.transa.c.tton only. ' ...
I[ - " · ,' - , · ~ · · ' .' '1.11~i.
l/LOT //· BLOCK , ~/ ... ' ' . ~ ~-,~ """"'"'.": ........... :---~;. '! Ilii:
JJ'-AN:CI~ORAGE RECORDING DISTRICT. u ~, · ~,,, ... , ..... -_-'.:..-.'~' ~1
I~,,=~..~. ~~~ ~ ~,~r~ · · ~ ' I t' 'l]il-
I ' 1426 HYDEI~ STarEr .. I ' _ ..... ti:l"
/ AI4CHORAGIr! AI',,~SKA 99501 ~~ o~ ..'".~"ffllll,=
~,,~...._, ,~,,:j~ ~,~:z,,=.~, 1,0,,~:,~,,. I"~---;%'~ I''~'
/ ~,.~/z/,~,~c,r~, . '~ I . ~ ' ' .~1'
