HomeMy WebLinkAboutT12N R3W SEC 15 LT 121T12N R3W
Sec 15
Lot 121
#015-482-07
Municipality of. Anchorage
Development Services Department~-~ _--.~_--~'r
Building Safety Division
On-Site Water & Wast°water Program, 4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343-7904 Page 1 of
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: SW050504 PID Number: 015-482-07
Name:
BRANDT & LORI FROILAN Wastewater System: [] New · Upgrade
Address:
4510 E. 101 STREET *.ANCHORAGE, AK * 99504 ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 562-6464 (AGENT) 4 · Deep Trench I-I Shallow Trench I-I Bed E]Mound I'lOther
LEGAL DESCRIPTION ~, ,a~n,=3.0 ~/~. ~ ~ot~ =.pth ,=.
Block: Lot: Subdivision: Depth ~ i~pe bottom from original ,rode: C..n=vel depth boneoth
- 121 - 5.0 n. 5.0
Township: 12N Range: ~W Section: 15 n~ od~ o~, o~,o~ gro~,: Oral ~,,~:
SEE DWG. n. 20+
WELL: [] New[] Upg 2.5 ~ 1 -
C$o,lflcatJon (Private. A. BoC): __~ ~.~_~~'"'~Coaed To: Total ebeorption er,: Pipe mote~al:
d:- "' ~,,~ 200+ S~. n. SCH40/D 5034/F-810
Orille~. StaUc Water Inatoller:. Dote In, tailed:
~~.~'p n. AKWWC INC. 12/19-23/2005
Yield: ump Set At: I~;ng Height Above Ground:
~ ~..I ~I ,.. TANK
SEPARATION DISTANCES a Septic r'l Holding · S.T.E.P. · Other
T~.~_'~...........~To Septic Absorption Uft Holding =ubl~c/Prlvote Manufacturer: Capacity In gallons:
Tank Reid Station Tank Sewer Une, ORENCO SYSTEMS 1500
Meier'mi: Number of cornp~rtmentl:
We~l 100'+ 100'+ 100'+ - 25'+ FIBERGLASS 2
Su,oce Water 100'+ 100'+ 100'+ - - LIFT STATION
Size In gallons: I Manufacturer:.
Lot Un° 5'+ 10'+ 5'+ -- - 1500/44IANCHORAGE TANK/ORENCO SYSTEMS
'Pump on" level at: 'Pump off" level at: IHigh water alarm
Foundation 5'+ 10'+ 5'+ - -- TIMER/I;3.5" TIMER/ID.5"I 46"/24"
Curtain Drain · NONE KNOWN ~ Pump Make & Model: I~e=t,~o, ,ns~o.= ,..or,.od
I I t20 OS~ 05 HHFI M.O.A.
R~orks: BENCH MARK
L~cotion end De~crlpUon:
· THIS IS AN ADVANTEX TREATMENT SYSTEM THRESHOLD OF SLIDING GLASS DOOR.
A~.umed £1ev~Uon:
100.00
ENGINEERS SEAL
Inspections performed by: AKWWC, INC. Dates: 1st 12/19/2003 . ..
2nd 12/~ 9/200~ ...... ;~. ~.~..:
Development Se epartment Approval u ~,~ .-
........
R(~viewed and approved by: Dote: ~ ~=/=.-,'::-;o~,a~ ~='~,
PERMIT NUMBER: AS B UILT D RAWIN G PARCEL ID NUMBER::
SW030504 m 015-482-07
a B C
ST1 - 48.40 50.86 I
POD - 53.02 55.47 FTOP OF CUTBACK .
LS - 59,10 'USED AS A RESERVE SITE
60.40 / ~.~EXISTING DRAINFIELD TO BE
MT1 64.94 44.57 ~ ·
MT2 54.08 55.18
DRAWN BY:
~ ~A.J.G./N.C.H. '" ......... "'
ALASICax WATER & WASTEWATER
~ ........... CONSULTANTS, INC.,
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
BRANDT &: LOEI FROILAN 562-6464 (AGENT) 2 OF 3 ' ~';;;'.-'"'
T12N, R3W, SECTION 15, LOT 121
AS-BUILT DRAWING Of SEPTIC SYSTEM UPGRADE -,,~,~%~,~,--,~
PERMIT NUMBER:
~wo~o~o~ AS-,, BUILT DRAWING
015-482-07
TOP2F ADVANTEX POD . ~TOP OF M~HO~ =
/ 89.33
89.43 (A~.)
B~ G~E X / TOP OF ~HO~
TOP OF T~K ' * ~
84'31
I~ :: ~; i; ~ T~K ,II: ~ ~ ' ti BOWOU OF PUMP
ORENCO PUMP VAULT ·
99.84 (A~.)m ' ~
~ ~ ~ I~ OF PIPE = 94.74 (A~.)
· ~ ~ DI~B~ON. UNE IS ~0 BE 1.25 INCH
~ ~ ~ ~ ~ INCH HO~ SPACED 8
OF ~HO~ (D~ - 85.74
.,__. .............. m'~714/2004 ~
~ .... ~asim~i~~ ~w. ~= ~"" ,~
AI~&S~'~TER & u.[.w '4 , ~ "'
........... CONSULTANTS, INC.:::: S~: ig~-~
PREPPED FOR: PHONE NUMBER: PAGE NUMBER:
112N, R3W, SEClION 15, LOI 121 uh~l '~L .'
~E OF WORK: -
AS-BUILT DRAWING OF SEPTIC SYSTEM UPGRADE
RightFax
1212312003 5:i4 PAGE 1/1
RightF&x
Znspection Report
HunicipaliLy of Anchorage, Building SafeLy Diviaion
4700 South Bragaw
:INSPEC37ON: VOZCB 343-8300 :INSPECT3ON.' FAX (907)24J)-7777
INFO: 343-7962
Name
Addre,s
Legal
Subdlvlelon
Comments or Direction,
4510 10151' AVE
LT 121
T12N R3W SEC 15
I~rmlt 03-3627
Pl~one 727-0972
622-6777
Znspectlan Date 12/24/2003
,AH
Under ground wiring.
Zn,pection R, tro Electric=l .~, '~ '" ReinspecfJon N
I-i~NO NONCOMPLT~NCE OBSERVED
[] C0RRECT[ONS ESSENT~ALAS'~P~ZNED BELOW
[] WiLL RE-EXAHZNE AT NEXT [] DO NOT CONCEAL UNTIL REZNSPECTJON
ZNSPECT~ON
COHHENTS: (fi=r Insl~ctar use only)
Znspector Date:,
MUNICIPALITY OF ANCHORA GE
Development Services Department
On-Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Dec 17, 2003
Expiration Date: Dec 16, 2004
Permit Number: SW030504
Legal Description: ~T~12N iR3W~SEC."!.5.~LT_.~.!.21
Design Engineer: 0041 AK Water & Wastewater Consultanl
Owner Name: Brandt and Lori Froilan
Owner Address: 4510 E 101 ST
ANCHORAGE, AK 99507-
Parcel ID: 015-482-07
Site Address: 004510 101ST AVE
Lot Size: 46200 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
[] Disposal Field [] Septic Tank r-I Holding Tank [-"-I Privy
Private Well
Water Storage
Ail 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.
Parcel I.D.
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
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
.~_~ ~---~-- q ~'5~'--0'-'~ Permit Number ..~'1.~ O~O.,~--~,d-
Property owner(s)
Mailing address (1)
Mailing address (2)
Legal description (Lot, Block & Sub'd.)
Legal description (Section, Township & Range)
BRANDT AND LORI FROILAN
4510 E. 101 STREET * ANCHORAGE;, AK
LOT 121
,? (" ~-~ Acres(~
THIS APPLICATION IS FOR:
Sewer Only [--I
Sewer and Well r-1
Sewer Upgrade []
THIS PROPERTY CONTAINS:
Hot Tub r-1
Swimming Pool r-I
Therapy Pool r-1
Day phone 562-6464 (AGENT)
Zip Code 99507
SECTION 15. T12N. R~W
Number of Bedrooms 4-
Well Only
Water Storage
Jacuzzi D
Water Softening Unit E]
I certify; that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal codes.
ALASKA WATER &: WASTEWATER CONSULTANTS, INC.
Permit Fees: .~,
Date of Payment:
Receipt Number:
Waiver Fees:.
Date of Payment:
¢ Receipt Number:
ALASI WATER & WASTEWATER
December 9, 2003
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 Upgrade for Lot 121; T12N, R3W, Section 15,
ADVANTEXTM TREATMENT SYSTEM
To whom it may concern:
1. GENERAL: The existing 3 bedroom house is served by a private well and septic system. The
old drainfield is completely surcharged and needs to be upgraded. A test hole was excavated on
the property. We are proposing to design the septic system around the 30 foot radius of this test
hole. Due to the, the limited area available, we are proposing to use an Advantex treatment
system and a deep trench type drainfield. Per the homeowners request the septic system is to be
design for 4 bedrooms.
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. The Advantex system has received class III approval and we are going to
conservatively assume an application rate of 3.0 GPD/FT2.
4. TRENCH DESIGN:
a. Percolation Rate: 10 minutes/inch
b. Proposed Application Rate: 3.0 gallons/day/ft2
c. Number ofBedrooms: 4
d. Design Flow: 600 gallons per day
e. Minimum Absorption Area: 200 ft2
f. Total Depth: 10 feet (max.)
g. Effective Depth: 5 feet
h. Width: 2.5 feet
3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507
Ph: (907)337-6179 * Fax: (907)338-3246 * Website: www.akwwc.com
j. Minimum Length: 20 feet long
k. Effective absorption area: 200 fi2
Note: The distribution line is to be 1.25 inch pvc w/'A inch holes spaced 8 inches on center. (30
holes total).
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
Omnco 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: Them is no surface water within 100 feet of the proposed septic
system upgrade.
7. TOPOGRAPHY: As can be seen on the attached topography site plan, the average
topography in the ama of the prOposed drainfield is fairly flat. There is a 18+/- percent slope to
the north of the drainfield. In short, 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 o.n a~acent wells, or septic systems. If you have any questions, please call us at
337-6179.
~re,.. ,15e~.~., ,
k'"-'""'"~ I' G tm M.S.
/
NOTE: Attached is a site plan drawing, a design drawing, an Advantex detail a trench detail, a
soil logs, and a 7page construction specification letter which are all part of the design package
for this septic system.
3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507
Ph: (907)337-6179 * Fax: (907)338-3246 * Website: ~vww.akxw,vc.com
T12N, RSW0 T12N° RSW. T12N, ~SW, ~T12N. RSW,
SEC. 15, LOT 100 SEC. 15, ~T 101 SEC~/15' LOT 102 SEC. I~LOT 105
I I ,
~ I I
' ' i
~ I
E. 101st AVENUE ~
N /
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I
..- --. .11 ~ .-' ~._ -~ I ,,
SEC. 15, LOT 12~ / SEC. 15, ~T 122 ~. ~ ~¢~. / ~ II
¢~ ~ ~~ / ,, / ~ / L .....
,', ' "°use
~ I T12N, R3W,
/ ~ SEC. 15, LOT 134
~ / SEp~C T12N, R3W,
T12N, R3W, T12N, R3W, / ~ SEC. 15, LOT 135
SEC. 15. LOT 132X SEC' 15, LOT 133 // ~~ ,-~--~ ~ ~~P~C
/ / ~
/ /~ ~
.... ~w..:~ ?.. ...... .~.~,~
................................................................................................................ · -' 'q'l:
.............. CONSULTANTS, 1NC. ~ .... s~ ~ ~'
. . ,, .
3701 E. TUDOR RO~O. SUITE I01 ~NSHORflGE. ~ qqS07 PHON( f~01)3~I-~17~ ' F~X (qO1)~38-~2fl~ 1 = 1 O0t // ...................
PR~ FOE PHONE NUMBS: PAGE NUMBER: ~¢ ¢~
BRANDT & LORI FROI~N 562-6464 (AGENT) 1 Or 4 ~;j¢/-.~ .... h..q ........
v.~ _ "/g ef re'j A. ~ar~ess..'
T12N, RSW, SECTION 15, LOT 121 ~"~"" ' "
~E OF WORK: ~t;
SITE P~N FOR SEPTIC SYSTEM UPGRADE *~b%~°fess[°~{~
NOTE: THE CONTRACTOR SHALL HAVE THE 100 FEET ' ".
WELL RADII FLAGGED BY A REGISTERED LAND SURVEYOR '"-
PRIOR TO ANY CONSTRUCTION.
/
I
cTOP OF CUTBACK [,,....... -.-C~ .
/ /---EXISTINO DRNNFIELD TO BE
'y.~ ! --~,. / % ~ / % ..<'";4'. TO BE COMPLETELY ' _
"'~'% %~, ~, /'~.:.:~--',=:.-:-,, '-
', %.% '
,"'= ';-':-Z'--".'-" ~' ,;'.; '-'"
" 0 '"';% 4' ~, "~ .:'.: -: '%',,
\/' .~- v l-,,'4,--~,:.'---. ;- ."- -.'- .~ "-. \
,4.~. ~ ~ /~:," .r --~-'"'~'."'--":.~';'-' ~,-'~-, /--'-EXISTING
· ;..~' -'-', :" ';'. ' - ?' .;' ~'.-= .'-.~.~ WELL
-:,-, ...: .,. ,.
/ '% ' *¢:~ '~.'~_".' ~,.'-: ;" ~.C.','.Z..'t.F.~ ~-'.. \
/ _ _~ ~ . x% '"~",,'- "~;.i"_-",' :': ;' .zy-': C.. '.,, ' "~
/ (.~,'~, ', I.v"~ ./ "G'.'.,.. /"- .... .' ..-.
~'""L.-~ ;.~' ',,,/ Nc.,.' /
x ~ '.,r ~ - j ~ ~ _ % a~ .<::.., ,._....-. ~.-=-..:... -...
't~/I/////t~, o' o.'~'~e ~ ~ ' ' .:.,eCl
~ ~-p~oPosEo ~NF~EL~. EX~VA~ A
/\ TRENCH B'r iS 10 FEEl' DEEP MAXIMUM /
/ \ BY ~.,5 B WlD[ BY ~0 F'EE-r LONG,
~~. ADD 5 FEET OF CLEAN, WASHED SEWER
-- -- \ DRNNROCK. THE DISTRIBUTION LINE I$ 'TO --
\ SPACED EVERY 8 INCHES ON CENTER,
!
!
12/5/200~ '~,
-- - ... I2,i
................ CONSUkTANTS INC.' ........... 1- 40' '
BRANDT & LORI F'ROILAN 562-6464 (AGENT) 2 OF' 4 SY~,. :s.:
T12N, RSW, SECTION 15, LOT 121 ~h:~"L ""! ~',n,,~',- "~ '""_<?~:'~-~
TYPE OF WORK: kt~:' eO, ....... ~
DESIGN DRAWING OF SEPTIC SYSTEM UPGRADE '%~,~r. oresst°~-~'-~
,.~. .o,~:~ ,,, ,,~ ~.o~ Adva nTex' Treatment System ·
ADVANIEX MANUAl
AX20 - Mode l a "~ °
40x94Pod
RISE ?0 THE FILTER ABOVE IT.
30 INCH
FINAL GRAD" 6" dim CAP.~ ~..-ADVANIEX INSULATED
% ...%
i'. ~ : ::
6' ~ COUPUNO ll/~lllllllllllIIJ! : II ¥ IIIII ,:l
GLUED TO TANK-..., , llllllllllfllfllllllll ~ i I I I IIIII
- -~l/:=/='='=r~~'i/I l i i l-il _'frill 1 /--OR£NCO
o..,O.~L / Y '" ' ~','-q:I~,, '1 II IIII1~
~ ' : ' ?,..,&*~2. LII IIIII~V^ULT
s-o. s,-mo. / r ~ ~=-::~---' '-'!1 IIIIr't
or ~' ~,~P~' / -- - .... = ..... :.! 2 .~.J __ .! .....
TO PROV1DE / [ ,~ RFDRC3C)M ' __l ' [r..~llllI / ~_ORENCO
SHEiR PROTECTION- -- ............ EFFLUENT
EXTEND TO UblP
"" "~"" '" 12/8/""0'' ~=,.'~ "F' t A
........................ ~- .,~_~_~_~.." _ ........ .~w. ~.: .~....'."/' 7" '.q :.'</.
AI~SIL4, WATER & I'~§-2x~¥A~E~- c.o.d. /~::: .y,
~o, ~. ruvoe ~o~o. su~,~ ,o~ · ~c~oa~oe. ~ **~o~ · ~.o~='{oom~-6,~, · ~x {oom~s-~a~ N.T.$. ~ .... : ......... ./.
BRANDT & LORI FROILAN (.907) 562-6464 5, OF' 4 '~'L;.~. ~"'~ t/-L:-'l .... :'"'Y~
T12N, RSW, SECTION 15, LOT 121 l]~$,j"-. .-"~
~h,~.,._ ... ........
I~'PE OF WORK: "~ ~'C ~
DETAIL DRAWING OF ADVANTEX TREATMENT UNIT '~'t~t~°f~e~.s~s~°.~"~,
iTHE DISTRIBUTION UNE IS TO BE 1.25
CH PVC WITH ~ INCH HOLES SPACED 8
NCHES ON CENTER (30 HOLES TOTAL)
.t-[, ....................
-~ ! FROM ADVANTEX
MT0 I TRBC'fl~ENT SYSTEM
'" 20 FEET LONC .
/' FINAL GRADE
L'~ / /'~ FILTER FABRIC
~ THE DISTRIBUTION LINE IS TO BE 1.25
~NCH m.c wrm ~ ~NC, HO~ S,ACED B
~,CH~'S ON cE~rn~ (30 HO~ TOTAL)
12/8/2005 ~ ~F
c.J.o. · ....~0~
ALASICS, ~VATER & WASTEWATER ~0.~:
~701E. 'I'UDOR ROAD. SUITE I01 * ~.NCHORA(~E. AK qQSO, ' PHONE (907)~57.617q · F'A, (q07)~58.~ NeT.Se / /~:-'*'
,R~,,ED FOR= ~HON~ ,~B~R: ,AO~ H~B~R: ',~'~'":r~ rZ
aRANDT & ~OR~ rROibCN (~07) SS2-S,~S,t 4 Or 4.~,~ .---~.~f."~'~'~h'i~..
T~2N. RSW. SECTION ~S. LOT ~2~ %:-~'~". Il '"'~,,*~
TYPE OF WORK: ,,~I~ 2 e ' - .' .... . ~-~
DETAIL DRAWING OF PROPOSED DRAINFIELD
.... ~ - CONSULTANTS, INC., ....
~701 E 1UDOR ROAD, SUITE 101 ~' ANCHORACE., ~ 99507 * PHONE.: (907)557-6179 * FAX: (907)558-~246
ISOIL LOG - PERCOLATION TESTJ
~'"~ :.~!. ..... :...~
PERFORMED FOR: BRANOT AND LORI FROILAN DATE: 11/14/03 (/0~: ~-J~I~T/B" ..".,~,~
(fee ORGANICS JTEST HOLE #1J
2 .SOIL CLASSIFICATIONS
--IIIIIIIIII DEPTH TO // ._\,
7 ML w/ GROUNDWATER DATE
GRAVEL DRY 11/14/03
I EXISTING J S I--~"~-P LAN
J 3 BEBROOM
J HOUSE J 1"=100' ,
10 ~
11 DATE IREADING CLOCK NET TIME WATER LEVEL NET DROP
TIHE (MINUTES) READING (INCHES)
12 11/14/0,3 1 - _ 6- _
2 - 30
4 - 30 3" 3"
14 5 - _ 6- _
6 - 30 3"
16
17
18
19 - PERCOLATION RATE '10. (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 5 FT. AND 6 F.T.
20
A FOUR HOUR PRESOAK WAS PERFORMED: [] YES [] NO
SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY:. NICK HEITSTUMAN
COHMENTS: *DUE TO THE VISUAL APPEARANCE OF THE SOILS, RECOMMEND USING A 0.6 APPLICATION RATE.
PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P, ERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: , ~,/"ZA/O~
DEPTH TO
GROUNDWATER DATE
DRY 11/14/03
pJ:~..~ 11/21/03