HomeMy WebLinkAboutMARIE ESTATES LT 11AMc r'i¢
Lot 11A
#051-111-55
PermZt Number:. SW020234
Name:
AL KUKULA
20414 STEPHEN CIR. * CHUGIAK. AK 99567
(907) 688-2284
LEGAL DESCRIPTION
- 1 lA MARIE
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 Wastewater Disposal System and/or Well Inspection Report
PID Number:. 051 --111 --66
WELL: · New D Upgrade
PRIVATE 255 ,. 252.02
M-W DRILUNG 7/,31/02 141
,3-4 ~'"1 UNKNOWN
~ 1.5+
SEPARATION DISTANCES
1~ 10 $epUc Ab.orptlon Uft
Well 100'+ 100'+
Sudace Water 100'+ 100'+ --
Wastewater System: I New
Page I of 3
I-1 Upgrade
ABSORPTION FIELD
ri Deep Trench / Shallow Trench ri Bed ri Mound ri Other
0.6 ~,,~ ~ 6 (U~)
SEE DWG
SEE DWG ~
5 ~
823
(397/426) m. ~
OWNER
1.5/3.54
62/46
3034/ F-810
7~9-9/22/2002
TANK
ri Holding ri S.T.~.P.
Holding PubS¢~ ~=.uf~-t~c C~ ~ ~
'rcnk s,,,~ u,-- ANCHORAGE TANK 1250
Lot Une 5'+ 10'+ - --
Foundation 5'+ 10'+ -
Cu~ain Omln NONE KNOWq
I
Remarks:
25'+
*INSULATED THE NORTH HALF OF THE TRENCH
STEEL
LIFT STATION
BENCH MARK
TOP OF CONCRETE SLAB AT BACK
CLOSEST TO HOUSE WITH 2 INCH BLUE BOARD
INSULATION.
DOOR OF' HOUSE
Inspections performed by: AKWWC, INC. Dates: 1st 7/19/2002
2nd 9/21/2002
3rd 9/22/2002
Development Services Department Approval
(~. ,~o,)R~viewed and approved by:~ Dat;'e: IIll~'~ O~
R=u~.u. DER: AS BUILT DRAWING R~C~...~
SW0202~4 ~ 051-111-66
A B
ST1 23.29 59.44
ST2 31.28 62.56
DBL1 35.89 63.68
DBL2 34.83 64.22
FS 33.74 57.79
C01 19.92 48.65
MT1 20.95 48.75
C02 51.85 19.99~ST~,m .~,.,,,.,,~. (4~--'""-~ / I
UT2 51.01 20.5S ~ 1'7 ~'.. , ,
~ ~2 I I
co~ ~.~, ~.,~ Ir,~o//. ~ ~ , ,
~ ~ B I I
~ ~.,~ ~.~ ,/I
/~/;;~
'~'~
REQUIRE mE ~E OF~ ~ ~N ~ ~ t ,
10/1/2002
DRAWN BY:
Z.T.G.
1" = 40'
PAGE N U MI3E. R:
20F5
ALASKA WATER & WASTEWATER
CONSULTANTS, INC.
PREPARED FOR: PHONE NUMBER:
AL KUKULA 688-2284
MARIE ESTATES SUBDIVISION; LOT 11
AS-BUILT DRAWING OF SEPTIC SYSTEM UPGRADE
~"~NU~': AS BUILT DRAWING
SW020234 - 051-111--66
ST1
TOP OF TANK AT~
INLET - 98.49 ~
INVERT OF BUNG J
AT INLET -- 97.97
L)
FINAL GRADE -
~--TOP OF' TANK AT
.~ OU~ m 98.51
NEW 1250 GALLON ~,
SEPTIC TANK ~_iNV[RT OF BUNG AT
OU~ET - 97.67
........ ,... . . _ . ... ..._ .......... . .,.,
WEST
TRENCH
:-!~': i
EAST
lO' I TRENCH
ALASIC'k WATER & ~STEXVATER
CONSULTANTS, INC.
PREPARED FOR: PHONE NUMB[R:
AL KUKULA (907) 688-2284
!.[GAL DESCRiPTiON:
MARIE ESTATES SUBDIVISION; LOT 11
~fPE OF WORK:
PROFILE AS-BUILT OF' SEPTIC
10/17/2002
DRAWN BY:
Z.T.O.
$C, AL~
PAGE NUMBER:
50F3
t %40~ %~:~4p ~%an Kuk~a 907 E88-~83 p.!
M-W Drilling, 'mc.
eP.O. Box l10378+Anchoroge. AK 99511+
+907-345-4000 · 907-34§-3287 Fax,
Job No.: 02-149
l%jt. ct No.:
Permit No. SW020234
Groundwater Well As-Built
· Lq~! D~crtpaem
Kukla, Al & gharou
Marf~ Estat,~, Lot l ! A
20518 Stephen Cin:tc. Chugiak, AK
Dom~tic
Cou~truction
· HeltD,9~I&: 25~' ·Cmlng$1ze: 6" ,. eCas~dTo: 252.02' eMater.tM:
· DHII Metkod: Air Rotary
Perf.
· Well Cortgff~lon-'" 'Olin tnd X .' Screen .... Perforated ~ Method:
* &:;¢zr,/ Perfor~tion dacrJlnlon: Non'e'"
,* Grout Nott~: (I) $ack- No. 8 be~loai~ granules
· Notes:
A 53 Steel
Welt De,nqOlm~nt: Method: Air su:g~
~ y~d I~ ~ ~ gettont ~r ~t~ (GPM~ t ~i*m ~ ~ (C~ for
e M~hod: A~ li~
e Dart efcemptoton:
Depth In fe~t from
top of eaah~g.
0 TO
3 TO
38 TO
55 TO
78 TO 173
173 TO 211
211 TO 235
235 TO 244
244 TO 255
TO
TO
TO
TO
~ 'TO
TO
TO
TO
31 July 2002 · Pump Install:
Well LoR
Delalb of formations penetrated, sJ~e of m~t~rLaL, color and hirdaels.
3 Casing stickup
38 Boulder gravel
55 Sandy clay: dry, some gravel
78 Cobbley gravel: ~andy_ ......
Boulder gravel
Silty clay: sand, cobbley
Sandy gravel: wet
Gravelly rand: damp
Water bearing, gravel
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wastewater Pn3gram
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Date Issued: Jul 18, 2002
Expiration Date: Jul 18, 2003
Permit Number: SW020234
Legal Description: MARIE ESTATES LT 11A
Design Engineer:. 0041 AK Water & Wastewater Consultan'
Owner Name: Al & Sharon Kukla
Owner Address: 20414 Stephen Cir.
Chugiak, AK 99567-
Pamel ID: 051-111-66
Site Address: 020518 STEPHEN CIR
Lot Size: 43800 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
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 mquirad 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: t"'~
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.a nchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D.
051-111-66
Permit Number
Property owner(s)
Mailing address (1)
Mailing address (2)
AL &: SHARON KUKLA
20414 STEPHEN CIRCLE * CHUGIAK. AK 99567
Day phone
Zip Code
Legal description (Lot, Block & Sub'd.) LOT 11.~ MARIE ESTATES SUBDIVISION
Legal description (Section, Township & Range)
Lot Size ~ 3/~ ~ O Acres/Sq. Ft.
N,,/A
Number of Bedrooms
THIS APPLICATION IS FOR:
Sewer Only
Sewer and Well
Sewer Upgrade
688-2284
THIS PROPERTY CONTAINS:
Hot Tub
Swimming Pool
Therapy Pool
3
Well Only ~]~
Water Storage
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 CONSULTAN3'S, INC.
(Signaturc of proporty owner or authorized agont)
Permit Fees:
Date of Payment: ~"~--/~-
Receipt N mber:
Waiver Fees:
Date of Payment:
~'~ Reeoipt Number:
ALASKA WATER & WASTEWATER
CONSULTANTS, INC.
July 8, 2002
Municipality of Anchorage
Development Service Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragraw Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ret': Proposed Well and Septic System Design for Lot 11, Marie Estates Subdivision
To whom it may concern:
The proposed 3 bedroom house will be served by a private well and septic system. Two test
holes were excavated in the area of the proposed septic system. The septic system will be
designed around the 30 foot radius of test hole #2. We are proposing that a 1000 gallon septic
tank and a five foot wide 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 percolation test results.
2. TRENCH DESIGN:
a. Percolation Rate: 5 & 17 minutes/inch
b. Proposed Application Rate: 0.6 gallons/day/ft2
c. Number of Bedrooms: 3
d. Design Flow: 450 gallons per day
e. Minimum Absorption Area: 750 ft2
f. Total Depth: 6.5 feet (max.)
g. Effective Depth: 3 feet
h. Width: 5 feet
i. Reduction Factor: 0.58
j. Minimum Length: 90 feet total length (2 ~ 45 feet)
k Effective absorption area-- 776 ft2
SURFACE WATERS: There are no surface waters within I00 feet of the proposed
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akxvwc.com
upgrade.
4. TOPOGRAPHY: The area for the proopsed septic system is mostly fiat; 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.
~_Jellr2y , , M.S.
Pres, de~
NOTE: Attached is a site plan drawing, a design drawing, two soils log, and a 7 page
construction specification letter which are all part of the design package for this septic system.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akww¢.com
.o
LOT 7. BLOCK 2.
1ROLL KNOLL S/D
SERVED BYA
pRNATE SEWER
/
LOT 6, BLOCX 2,
TROLL KNOLL S/D /
SD~'V~O BYA
TROLL KNOLL
SERVED BYA
b-Y~'TE M AND
ALASKA WATER & WASTEWATER
,, CONSULTANTS, INC.
AL KUKLA 688-2284
MARIE ESTATES SUBDIVISION; LOT 11, BLOCK 1,
SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM LOCATION
.m''" '~ '''~ .~,~. '"- ~:""~
..................... ~ T[MPLE DRIVE
I I LOT 5, BLOCK 1,
LOT 10. BLOCK 1~. ! I I~alE ESTAIES S/O
~¢~o.~ ..____,,, ',.~ ~ /
. --,,k._ ,,~,-- ?/ /
,/ ~,-_-~ .,~y ,; .
· I I I
3 BE~M ~ I ~ /: ~1 /'~ I
/ './ ~ /
II I
Z.T.O.
1" = 100'
PAG~ NUMBE~
1 OF2
PROPOSED DRNNF'IE~D. [XCAVA~ ~0
TRENCHE~ 7~AT ARE 8.5 FEET ~ MAXIMUM
BY ~ f~t.f ~IDE BY 45 tull LONG EACH (90
r~.~ TOTA~ LENGTH). ADD 2 t~[ OF' CU~I,
WASHED SEWER DRNNROCIC INSTALL TR~.NCH
PAJ~LLEL TO SLOPE CONTOURS.
NOTE: THE CONTRACTOR SHALL HAVE THE NORTH
PROPERTY UNE FLAGGED PR OR TO CONSTRUCTION.
/
/
/
/
/
/
AIASI~ WATER & WASTEWATER .. ~ ............ ~..~
AL KUKU~ 688-2284 2 OF 2
MARIE ESTATES SUBDIVISION; LOT 11 '. "
DESIGN OF PEOPOSED WELL AND SEPTIC SYSTEM '~%~
ALASKA WATER & WASTEWATER ..' ct
JSOIL LOG PERCOLATION TESTI
LEGAL DESCRIPTION: MARIE ESTATES SUBDMSION; LOT 1 1
PERFORMED FOR: AL KUKLA DATE: 11/2/1998 ~ I..~ ..-'_~_~,~
..........
I~fEee~t ~ ORGANICS ITEST HOLE
I ..... PAGE 1 OF 2
SOIL CLASSIFICATIONS
· ~Ow ~ ORG
3-- ' ~ GP ~ ML
' GM/ML ~ GM ~ CL
4-- ' ~z m~Av~ ~ GC OL
I, UPPER ~ ~ 7 ~ ~ SW HH
5-- ' SP CH
SM OH
6 SC
7~ ~ ~' DEPTH TO
GROUNDWATER DATE
D~ ~ ~/2/1898
D~ ~/~1/~
14--
151
DATE
1~/4/~8
READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
1 7:25 - 6" -
2 7:55 30 4' 2'
3 7:55 - 6' -
4 8:25 30 3 3/4" 2 1/4"
5 8:25 - 6' -
6 8:55 30 3 3/4' 2 1/4'
16--
17--
18--
19--
20
SOILS LOGGED BY:
COMMENTS:
PERCOLATION RATE, 13,3 (MIN./INCH) PERC, HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 3.0 FT, AND 3.5 PT,
~ FOUR HOUR PRESOAK WAS PERFORMED: ~YES D NO
JODYMAUS PERCOLATION TEST PERFORHED BY: JODY MAUS
PERFORMED BY AKWWC, INC. I, JEFFREY ~. GARNESS, CERTIFY THAT THIS ViIAS i°ERFORMED
WITH ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT ON THIS DATE:
IN ACCORDANCE
ALASI~ WATER & WASTEWATER
CONSULTANTS, INC.
ISOIL LOOt:'- PERCOLATION TEST&
II[GAL DESCRIPTION: MARIE ESTATES SUBDM$1ON; LOT 11
PERFORMED FOR: AL KUKLA DATI[: 11/2/1998
~F~ ~ ITEST HO[[ ~1
1- PAGE 2 OF 2
SOIL CLASSIFICATIONS
~ GW ~ ORG
I) ~GP
,l-- O
LU
GC
SW
,~,~ ML
CL
OL
,SEE PAG
SM OH
I OF2
7-- ?~ DEPTH TO
GROUNDWATER DATE
8--
7
__J
14-
is- (/)
2O
DATE READING
11/4/1998 1
I 2
CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
7:24 - 6' -
7:54 30 6' O'
PERCOLATION RATE 120+ (MIN./INCH)
PERC. HOLE DIA. 6 (INCHES)
IN ACCORDANCE
TEST RUN BETWEEN 6.0 FT. AND 6.5 FT.
A FOUR HOURPRESOAKWAS PERFORMED: BYES DNo
JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS
SOILS LOGGED BY:
COMMENTS:
PERFORMED BY AKWWC, INC. l, ,IEFFREY A. OARNESS, CERTIFY THAT THIS W/kS ~ERFORMED
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
ALASI~,~,. WATER & WASTEWATER $~..
CONSULTANTS, INC.
,-,
LEGAL DESCRImON: MARIE ESTA3~S SUaDMSlON; LOT 11 V0~"..j '~E-7953 ..."/~
DAm: ./3/~99s ,~,%~... ........... ...~,~
PERFORMED FOR: AL KUKLA
I~fEeel~t ~-~ORGANICS ITEST HOLE #2l
GM/ML
MORE
10~ '
11~
12-- ~
B.OJ I.
14--
PAGE 1 OF 2
SOIL CLASSIFICATIONS
~GW ~ ORO
~ GP ~ ML
%~,GM CL
GC OL
° SW NH
~ SP CH
SM OH
SC
DEPTH TO
GROUNDWATER DATE
DRY 11/3/1998
DRY 11/11/199E
DATE
~/4/1~98
READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
1 7:28 -- 6' -
2 7:58 ,30 1/2' 5 1/2'
3 7:58 - 6' -
4 8:28 30 O' 6'
5 8:28 - 6' -
6 8:58 30 O' 6'
16m
17--
18--
19--
20
SOILS LOGGED BY:
COMMENTS:
PERCOLATIONRATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 3.0 FT. AND 3.5 FT.
A FOUR HOURPRESOAK WAS PERFORMED: I YES r-]NO
JOBY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS
PERFORMED BY AKWWC, INC. I. JEFFREY A. C. ARNESS, CERTIFY THAT THIS ~/AS/PERFORMED
WITH ALL STATE AND MUNICIPAL GUIDEUNES IN E~.CT ON THIS DATE:
IN ACCORDANCE
ALAsIiA~ WATER & wAST~-'~'i~:E-i~'~ ff~}" 4-. ! t~ ......~.!0~
~ON$1JLTANT$. IN~.- ....
ISmL LOG - PERCO~TION TESTI
~ D~CRI~ON: ~IE ~A~ SUBDMSlON; LOT 11 ff
PERFORMED FOR: AL KUKLA
~P~- ITEST HOLE #21
1-- PAGE 2 OF 2
SOIL CLASSIFICATIONS
2-- o,J ~ Gw ~ ORG
I1[11 ~ GP ~ ML
~-- O ~ GM CL
OL
~ sP CH
5-- r,,.g ~j~,SMsc
OH
I OF2
7-- 7 DEPTH TO DATE
0 GROUNDWATER
lg~
20
SFE PAG
DATE READING
11/4/1998
CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
7:42 - 6" --
8:12 ,30 4' 2'
8:12 - 6' --
9:12 60 2 1/2" ,3 1/2"
(CONFIRMATION PERCOLATION TEST)
SOILS LOGGED BY:
COMMENTS:
PERFORMED BY AKWWC, INC. I. JEFFREY~ GARNESS, CERTIFY THATTHIS W/~S/PERFORMED
WffHALLSTATEAND MUNICIPAL GUIDEUNES IN EFFECT ONTHIS DATE:
PERCOLATION RATE 17 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 6.5 FT. AND, 7.0 FT.
A FOLJ~HOURPRESOAKWAS PERFORHED: .YES J'--JNO
JODY MAU$ PERCOLATION TEST PERFORHED BY: JODY MAUS
IN ACCORDANCE
07/18/02
15:57 F~ 269 7508
Air and Water Quality
0O2
To: Jeff Poet
From: Alan Kukla
Subject: Owner installation of onsitc wastcwater disPOsal system at 20518
Stephen's Circle in Chugiak.
Dear Mr. Jeff Poet;
I intend tO install the Jeff Gamess designed septic - drain field
onsit¢ wa.stcwater treatment system on my lot in Chugiak, at 20518
Stcphen's Circle.
I understand the principals of wastewater treatment. I have
viewed the viewed the ADEC CD ROM entitled Septic Tanks Interactive
Training for Homeowners covering installation, Inspection, and
Ma'mtenance. I have experience in installing these systems. I have
experience operating a backhoe and a dozer. I can read ~hc engineering
plans submitted to you by my consultant Jeff Gamess,.and I intend to install
accordingly.
Thank you for your~pmmpt attention:
Alan Kukla
(907} 688-2284