HomeMy WebLinkAboutBAUMER LT 1 TR 10Baurner
Tract 10
Lot 1
#050-611-18
Municipality of Anchorage '°•
Development Services Department
"
"- Building Safety Division f
On -Site Water and wastewater Program, 4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 3
www.cl.anchorage.ak us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: SW070312 PID Number: 050.611.18
Name
BAUMER Wastewater System: ❑ New ® Upgrade
Amr•aa
REINDER RD EAGLE RIVER. AK 99577
ABSORPTION FIELD
Priam Nun M searooma
a Deep Trenar 0 Shallow Trento 0 Sea 0 idl W O DM«:
LEGAL DESCRIPTION
Sou Raunq
TWW Depen hots ulginal lira,,,
Blink LaSrmlwwn
NIA 1
0.8 GPD',
Dspm to pipe Omor•1 eom ergkw lira,,,
4 A.
Gravel EeWn beneath pipe
BAUMER SID TR 10
2 Fl.
2
T.tdt P Range secmn
Fm amen ahwe otpinal 9raae
Ft
Waved 1•^110.
0 Ft.
50150 Ft.
W ell:New Upgrade ❑
❑
0'0W aeatt,
Numoer awnMnc•eah«en I.• Dlbws
ClauaiWwn IPrrv«s. A B q Total Depen Cassa m
EXISTING PRIVATE
5 Fl.
Tow aea«pom «sa
2 18.2 Ft
P" Material
Ft. Ft
630 Fe
3034 PVC
Driller Dare DfIWp Sur¢ W alar Laval.
InaulM:
Oats awaited
Ft
FLINTSTONE ENTERPRISE8/2112008
y"Parry Ser ai p H
caunapnt Above r
GPM FL FI
TANK
SEPARATION DISTANCES
❑ Septic ❑ Holding ❑ S.T.E.P. ❑ Other.
To
Septic
Absorption
Lift
HoldingubllUPrlvale
M.r"a•am«
ca�ly
From
Tank
Field
Station
Tank
Sewerl.lne
EXISTINGSEPTIC
wall
120.8
123.3
130
NIA
95
M°r°`l°l
N""'Der °' `°'rya^"" "`
S"naosweler
100+
100+
100+
N/A
LIFT STATION
Lot Ln•
41
45
42
N/A
s°
500
,
ORENCENCO
Get
Fm al.
6
10.6
10+
N/A
'�^• W, le„el at
-P«ry m ».el at
Hph water alarm M.
40 In
36 n
45 In.
Cunun Drun
50+
50+
50+
NIA
Peep make a Mmol
el"'" ln•paclona penormea by
P2005•1
QISIA/4 ria j IgG,
Remark,,
A BUST IN ELEVATIONS NESSECITATED THE INSTALATION OF A
BENCH MARK
500 GALLON STEP TANK. ENTIRE FIELD INSULATED WI 2" RIGID
CONCRETE
TE LAN
CONCRETE LANDING AT BASE OF STAIRS IN BACK YARD
INSULATION.
Assurtwa El.uw.
100.0 Ft
Inspections performed by: PANNONE ENG. SVC, LLC Dates: 1" 8121/2008
Engineer's Stamp
6,&•. R
♦♦♦
2ne 8.21.08
Development Services Department Approval
��.Ol� ••••
. �p ,... ' �5��♦i
: �•:•
♦
ConditionalApproval Date:
r �9TTH l\ ?'�♦s
•
0 .................. .... ......... ..�
♦ ?: :Steven R. Ponronet
��� °moi
Reviewed and approved by: Date: — 3 " d $
nl� CE 81agq9
♦jz(.•''�':
Ig<v. Dain)
1
121.
EXIST'G 3BR, \
V/ W
3 1
IEXIST'G CR
1 O'x1 O'x7'ED
EXIST'G
3 SEPTIC
3 / AREA 259,
r
ac !/
3
O'RIEDNER RD I
3 259,
123.3 `
s19.
3
7.
15.0/ \
4 7
v/ .
f'
JOg SEPTIC
VK. INSTALLED
/29/07. INSTALL
WAY BALL VALVE
DCO.
W SA1259,
CA.
50 F X 5' WIDE 2' ED, 47D
INSTALLED MT AT EACH END IN
BOTH TRENCHES.
134419
154.4.1
/-l%
NEW 50
STEP TANK
259,
EXIST'G
SEPTIC
f AREA
t\
MI £A DOWNSLOPE WAS /
W�I P£CTED FOR SURFACE
T£R. NONE FOUND W/lN l�
140 FEET OF NEW
` ` DRRAIN FIELD UG?j259+
I
Iplj
NOTES: PANNONE ENG SVC, LLC Date
5 RECORD DRAW NG P.O. BOX 101954 ANCHORAGE, AK 99510 9-x-08
PHONE (907) 272-8218 FAX (907) 272-8211 Scole
*: 4 1:50
BAUMER S/D, TR 10, LOT 1 / P.I.D. NO
PATRICK BAUMER50-611-1
24212 O'REINDER RD �I �1eveCER8149 rio+e/ PERMIT NO.
1 EAGLE RIVER, AK 99577+cf•,� sw070312
PLAN (907) 694-9442 ��l���o'£s4au�_ Sheet of 3
\\ ��-
A
B
M1
56.3
61.5
M2
50.7
50.1
M3
15.2
33.4
M4
14.6
16.6
LS
31.0
15.8
TC❑
32.4
15.2
CI
33.7
15.7
DV 134.7115.7
Iplj
NOTES: PANNONE ENG SVC, LLC Date
5 RECORD DRAW NG P.O. BOX 101954 ANCHORAGE, AK 99510 9-x-08
PHONE (907) 272-8218 FAX (907) 272-8211 Scole
*: 4 1:50
BAUMER S/D, TR 10, LOT 1 / P.I.D. NO
PATRICK BAUMER50-611-1
24212 O'REINDER RD �I �1eveCER8149 rio+e/ PERMIT NO.
1 EAGLE RIVER, AK 99577+cf•,� sw070312
PLAN (907) 694-9442 ��l���o'£s4au�_ Sheet of 3
\\ ��-
1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY
OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION
OF ON-SITE WASTEWATER DISPOSAL SYSTEMS.
ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS.
3. SCOPE OF WORK: 3 -BEDROOM HOUSE, NEW DRAIN FIELD. CONNECT TO TANK INSTALLED 11/29/07.
4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST
HOLE INFORMATION ABOVE 8 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS
THAN 4 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY.
5. ENCOUNTERED A CONFLICT IN ELEVATIONS BETWEEN EXISTING GRAVITY FEED LINE AND NEW PROPOSED FIELD. THE
PROPOSED FIELD WAS SIGNIFICANTLY HIGHER THAN THE EXISTING LINE. THIS NESSECITATED A 500 GALLON STEP TANK TO BE
'NSTALLED.
2' Rgid ImuLe
M• F1kel:ebk:
as
.• r 20� Drein mak e'a p,
ao v na I � �
w 2.0 �-� J• dl m. pod pipe. 1.0
T -I 1 INN" ®30'O.C.
MwM)M
Wal
SECTION
wa
ewv nwwa �ewwaawc,o. wwve.wnw
PROFILE
DESIGN PARAMETERS ABBREVIATIONS LEGEND
N0. BEDROOM: 3 NO. COPPER —v WATER LINE/
TANK SIZE: 1,000 gallon DIP DUCTILE IRON PIPE WELL RADIUS
PERC. RATE: 14.4 MPI TH TEST HOLE _ss —ss —
o
SOIL RATING: 0.8 gpd/SF FC FOUNDATION CLEAN-OUT �ts _n _ NEWTSEPTCTIC
APPLICATION RATE: 188 SF/BR T# TANK CLEAN-OUT NO. o o CHAINLINK FENCE
AREA ROD: 564 SF CO CLEAN-OUT INDEX CONTOUR
SYS. TYPE: 5' WIDE TRENCH, 2' ED MT MONITOR TUBE INTERMEDIATE CONTOUR
A RF = 0.70• MIN LENGTH: 79 LF DCO DOUBLE CLEAN-OUT
ldE; R.I. RIGID INSULATION (4' INTERVALS)
O
N 2 EACH 5OLFx5'Wx2'ED,4.0' TO SAS SOIL ABSORSTION SYSTEM
S TOTAL AREA: 630 SF
u
NOTES: PANNONE ENG SVC, LLC _
OF A(\,111 pole
a P.O. BOX 102954 ANCHORAGE, AK 99510 . •• . 9_2q_08
RECORD DRAWING PHONE (907) 272-8218 FAX (907) 272-8211 ig�P'' S:�q �� Scale
TH. • * �� NTS
BAUMER S/D, TR 10, LOT 1 j " ""•" ' P.I.D. NO
= PATRICK BAUMER50-611-1
-m 24212 O'REINDER RD / teven .'Pannone j PERMIT No.
3` EAGLE RIVER, AK 99577 I �I+�4s' CE 8149 SW070312
v
d PLAN (907) 694-9442 Sheet
P
3 of 3
I
creep+s
rm��.wwa.0
f
weanwwmvv
II
1 I
wa
ewv nwwa �ewwaawc,o. wwve.wnw
PROFILE
DESIGN PARAMETERS ABBREVIATIONS LEGEND
N0. BEDROOM: 3 NO. COPPER —v WATER LINE/
TANK SIZE: 1,000 gallon DIP DUCTILE IRON PIPE WELL RADIUS
PERC. RATE: 14.4 MPI TH TEST HOLE _ss —ss —
o
SOIL RATING: 0.8 gpd/SF FC FOUNDATION CLEAN-OUT �ts _n _ NEWTSEPTCTIC
APPLICATION RATE: 188 SF/BR T# TANK CLEAN-OUT NO. o o CHAINLINK FENCE
AREA ROD: 564 SF CO CLEAN-OUT INDEX CONTOUR
SYS. TYPE: 5' WIDE TRENCH, 2' ED MT MONITOR TUBE INTERMEDIATE CONTOUR
A RF = 0.70• MIN LENGTH: 79 LF DCO DOUBLE CLEAN-OUT
ldE; R.I. RIGID INSULATION (4' INTERVALS)
O
N 2 EACH 5OLFx5'Wx2'ED,4.0' TO SAS SOIL ABSORSTION SYSTEM
S TOTAL AREA: 630 SF
u
NOTES: PANNONE ENG SVC, LLC _
OF A(\,111 pole
a P.O. BOX 102954 ANCHORAGE, AK 99510 . •• . 9_2q_08
RECORD DRAWING PHONE (907) 272-8218 FAX (907) 272-8211 ig�P'' S:�q �� Scale
TH. • * �� NTS
BAUMER S/D, TR 10, LOT 1 j " ""•" ' P.I.D. NO
= PATRICK BAUMER50-611-1
-m 24212 O'REINDER RD / teven .'Pannone j PERMIT No.
3` EAGLE RIVER, AK 99577 I �I+�4s' CE 8149 SW070312
v
d PLAN (907) 694-9442 Sheet
P
3 of 3
Oct 00 2000 1:22PH HP LASERJET FRX
October 8, 2008
Pannone Englneering Services, LLC
Steven R. Pannone, P.E.
P.O. Bax 102954
Anchorage, AK 99510
FAX#272-8211
tiring Son Qectric,
IGQ16WoodlnrJ Drive
Z:ag :eRiver, AK CQ577
;907j 622-6777
Re: Pat Baumer 0 24212 ORledner Road - Eagle R'ver, AK 99577
Dear Mr. Pannone:
The lift station at the above referenced property has been wired In accordance with NEC
and State/Localcodes.
Thank you.
Sincerely,
Kevin Hombuclde, Owner
Administrator License Number 1284
Specia ty Contractor Lkense Number 27285
cc: file
P.1
MUNICIPALITY OF ANCHORAGE lf1
Development Services Department 1�D
On -Site Water Q Wastewater Program
4700 South Bragaw Street ��10� 1�
P.O. Box 196650, Anchorage, AK 99519-6650 q
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Upgrade
Permit Number: SW070312
Legal Description: BAUMER LT 1 TR 10
Design Engineer: 0062 PANNONE ENGINEERING SERVI(
Owner Name: PATRICK BAUMER
Owner Address: 24212 O-RIENDER ROAD
EAGLE RIVER. AK 99577 -
Date Issued: Nov 26, 2007
Expiration Date: Nov 25, 2008
Parcel ID: 050-611-18
Site Address: 024212 O-RIEDNER RD
Lot Size: 62291 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of.
❑✓ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy Q 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.
5. The following special provisions.
A. Permit has been revised to include the absorption field.
Received By. / ryz'✓Lt Z2 Xr rt "
Issued
Date: 81 q, Ps
Date: _"Z'_01/_
Pannone Engineering
Consulting Engineers
(9071 272-8218
July 30, 2008
Services, LLC
Municipality of Anchorage
Development Services Department
On -Site Water R Wastewater Program
4700 S. Bragaw Street
P. O. Box 196650
Anchorage, Alaska 99519
Subject: Baumer S/D Lot 1
Septic System Permit Upgrade Request
Modification to Permit No. SW070312
Ladies and Gentlemen:
P.O. Box 102954
ge, Alaska, 99510
I am writing to request that Permit Number SW070312 to modify to include the installation of a new drain field
as well as a septic tank. This permit was issued in November of 2007 to install a new septic tank. The permit
request indicated that a drain field design would follow this summer. The tank was installed in November of
2007 and the Record Drawing is on file with your department.
Design Parameters
The proposed systems will serve an existing three-bedroom house. Currently the lot is developed. The
Owner wishes to have a new drain field, since the original field in nearing failure. The lot is served by a
private water supply that is to be reused. The existing septic systems shall be reused by tying the two fields
together with a diverter valve.. The surrounding developed lots are served by private water systems. The
private wells are located over 100 feet from the proposed soil absorption system.
1. Soils. A single test hole was excavated in November of 2007. Ground water was monitored through
the spring high ground water period of 2008 and was monitored at a depth of 8 feet on May 15, 2008 and
remained at that depth in July 21, 2008. Bedrock was not encountered in the test holes. It is my opinion,
based on the results of the percolation tests and overall soils appearance an application rate of 0.8 gpd/sf
using a conventional system.
2. Upgrade System
a. Percolation Rate:
b. Application Rate:
c. Design Flow:
d. Min. Absorption Area:
e. Total Depth:
f. Effective Depth:
g. Reduction Factor
h. Width:
i. Minimum Length:
j. Design Length:
k. Effective Absorption Arca:
1. Septic Tank Size:
5 to 15 Min Per Inch
0.8 gpd/sf
450 gallons per day
563 sf
4 feet
2.0 feet
0.70
5.0 feet
79 feet
100 feet
630 sf
1000 gallon.
Page 2 of 2
3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and the
existing drain field. The record information from your Department shows a storm drain and surface water on
lot 4 Baumer S/D. The area was searched on July 291h after a heavy rain and no surface water could be found
within 100 feet of the proposed system .The proposed drain field upgrade will maintain at least 100 feet
from all surface water and drainage ditches.
4. Topography: The average topography in the area of the proposed septic system is approximately 1
percent based on survey information. The proposed installation will be 27 feet from the shoulder of the steep
slopes (2h:lv). Sheet 4 shows that placing this system in the design location will not cause effluent to "day-
light" along the 2:1 slope.
5. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification
that the review is complete and that there are no further comments is received from MoA On -Site
Department, the note will be removed and "Issued for Construction" drawings will be issued.
The proposed installation will not affect the future development of the surrounding or existing lots. There
are no wells or septic systems within 100 feet of the proposed septic location.
If you have any questions or concerns, please contact me at 272-8218.
Sincerely,
Steven R. Pannone, P.E.
Owner/Civil Engineer
Attachments:
W:\PES Work Files\Letters\Baumer Lt 1_01 Ldoc
IW
�e-138 83-JJJ N
S
D 4
3 M 5
THIS PROJECT
,/ r1 I [I'RIEDNER 1 \
lC 3
3 3
",i M�
3 r�
w
� 7�Tt�� 7�T� ^ _
NOTES: PAMONE ENG SVC, LLC ��pF A�gSII 08/1/08
P.O. BOX 102954 ANCHORAGE, AK 99510 „gyp.•' ��� S"Te
ISSUED FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 • • • � TH *�j� 1;100
•• •
BAUMER S/D, TR 10, LOT 1 � P.I.D.I.D. NN O —t
PATRICK BAUMER teven nnoae j PERMIT NO.
24212 O'REINDER RD CE 8149 �� PERMIT
EAGLE RIVER, AK 99577 '1? •. . Sheet
PLAN (907) 694-9442 k\� ��� 1 of 5
I
3
O'RIEDNER RD 1
3 �25% EXIST'G 1000g TANI
ABANDONED
IN PLACE`1Pp CODE
27'2 INSTALL FL gW SPLITTER
12112 .8 UPGRAQFFF_ SAS 2 EA.
EXIST'G 3BR 4.5 LF X 5' WIDE 2' ED, 4'T
OUSE -----BM F C INSTALL CO AT EACH END.
f 5 INSTALL MT AT EACH END IN
BOTH TRENCHES.
cV/
W ;\ 130.819
3 \ / l�i� 10.0
�• e„
J TH
27.01/
XIST'G CR 15.0 �79
O'x1O'X7'ED
,,.,—EXIST'G'
3 SEPTIC / N
3 / AREA NEW 10009 SEPTIC
�25Z TANIX. INSTALLED
ll/,9/07. INSTALL
3-W\Y BALL VALVE 259
& D 0. EXIST'G
`2
!/ AREA DOWNSLOPE WAS SEPTIC
f AREA
INSPECTED FOR SURFACE
WATER. NONE FOUND W/IN M
100 FEET OF PROPOSED /
DRAIN FIELD UPGRADE.
�259. 25/ 4
NOTES: PANNONE ENG SVC, LLC SOF ___x,
ume
�gStr1) 8/1/08
P.O. BOX 102954 ANCHORAGE, AK 99510 �,7p. F ( Scole
ISSUED FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 ,00 * ,•,+�� 7:50
BAUMER S/D, TR 10, LOT 1 j "' ' "" "'• P.I.D. NO
PATRICK BAUMER351
0-811-1
%leven nnone j
24212 O'REINDER RD �� • CE 8149 � PERMIT NO.
EAGLE RIVER, AK 99577.,_� PERMIT
PLAN (907) 694-9442 'klj��orEssO�� S2 OF 5
TEST HOLE PES 1
SLOPE
TE PLAN
VATER
LEVEL
READING
Top Soil
OR
1
ll:�fi
0.5
-
2
12:16
Fill Silty Grovel
7.32'
\
3
1.5 GM
❑'RIEDNER
1
-
Root Material
OR
12:6
}0 MIN
7.35'
2 Organics
5
12:46
5.26'
-
6
1:16
3
1
2.06'
4
5
3
------
----TEST
TEST I
----
8 SM/GM Sand Gravel/
HOLE
Silty Gravel
3
9
3
10
11
WAS GROUND WATER
SLOPE
12
ENCOUNTEREDT Yes
13
IF YES. AT WHAT
TEST HOLE
DEPTH? -14'
14
DEPTH TO WATER AFTER
15
BOH
MONITORING? -14'
16
DATE, 11-28-07
DATE, 5/18/08. DTW: -8.0'
17
DATE: 7/21/08. DTW: -8.0'
16
PERCOLATION RATE 14.4 (min/inch)
PERC HOLE DIAMETER
6 inches
TEST RUN BETWEEN 4 FT AND
5 FT
DATE PERFORMED: 11-28-07
COMMENTS: Test hole excavated by Flintstone. Test Hole was presoaked before perc test.
PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL O7UID77LIITTN��ES IN ON THE DATE OFTFIIS TEST.
NOTES:
T�EFFECT
Pl11\1\ONE E G SVC, LLC
P.O. BOX 102954 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
� SOF A .,q
'(�••"'•�:qS,�)
:Fy��
• * �/
jPINOPATRICK
Un'�eveW:
8149 o i/
�i 4r• . •r
IIl�
Date
8/1/08
FOR RENEW ONLY
ISSUED FOR CONSTRUCTION
Scale
NTS
BAUMER S/D, TR 10, LOT 1
BAUMER/
24212 O'REINDER RD
EAGLE RIVER, AK 99577
0611-t�/�CE
PERMIT
PERMIT NO.
She t
PLAN
(907) 694-9442
orz`a�
5
READING
CLOCK
TIME
NET TIME
VATER
LEVEL
READING
NET DROP
1
ll:�fi
5.26
-
2
12:16
30 uiN
7.32'
2.0'
3
12:16
5.26•
-
4
12:6
}0 MIN
7.35'
2.09•
5
12:46
5.26'
-
6
1:16
}0 uiN
7.34'
2.06'
i
100
PR
POSED
DRAIN
FIELD
I
25%
FILT
S.OPE
A
4E
I
7PIP
g❑
INV
FIELIll=87.
89.5
I Gp
_ 83.5
90
I
I
so
PAX
-
X40
V
94
4
I
02
i
WA
E
VEL j-8.0
d
RD
1 1x20 10110
i
78 '
M60
I 10.80
1100
11-20u .60
2O ..0 11
11:00 4!.00
12420
12
t0
76
SECTI
CLE-. L.
IN A
74
I
j
72
70
NOTES:
P•Q B�Xo1012 54 ANC ANCNG HORAGE, LL10C
PHONE (907) 272-8218 FAX (907) 272-8211y�F'•'9�j�
(E�FA�gSI�)
/* *�
j " "' """
'•�teven onnor+ej
�j •• CE 8149 �
t 4�i.•�
Date
8/1/08
ISSUED FOR CONSTRUCTION
SSCALE
BAUMER S/D, TR 10, LOT 1
PATRICK BAUMER811-1
24212 O'REINDER RD
EAGLE RIVER, AK 99577
(907) 694-9442
R•LD. NO
PERMIT N0.
PERMIT
PLAN
SPECIAL PROVISIONS TO SPECIFICATIONS
1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY
OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION
OF ON—SITE WASTEWATER DISPOSAL SYSTEMS.
2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS.
3. SCOPE OF WORK: 3—BEDROOM HOUSE, NEW DRAIN FIELD. CONNECT TO TANK INSTALLED 11/29/07.
4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST
40LE INFORMATION ABOVE 8 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS
THAN 4 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY.
7 Rigid InaWabon
Fitter Fatic
or
2.0 Drain wk 8' Wove pipe
e+ I I �
ap
2.0 fie• rkamdrain pipe
TI I~Drain rock below pipe kw.
vu•w+wr
aw+ro mu
SECTION
,ti f•CA
MOy
TANK
INSTALLED
11/2910)
PROFILE
r wa rue•`1, w rwn � ucnv, ro+o.e+w�
DESIGN
PARAMETERS
ABBREVIATIONS
x
CU
COPPER
NO. BEDROOM: 3
DIP
DUCTILE IRON PIPE
i
1,000 gallon
TH
TEST HOLE
PERC. RATE:
14.4 MPI
FC
FOUNDATION CLEAN—OUT
SOIL RATING:
0.8 gpd/SF
5
TANK CLEAN—OUT NO.
APPLICATION
RATE: 188 SF/BR
CO
CLEAN—OUT
AREA ROD:
564 SF
SYS. TYPE:
5' WIDE TRENCH, 2'
MT
ED
MO.pe
RF = 0.70,
MIN LENGTH: 79 LF
DCO
DOUBLE CLEAN—OUT
USE'
/ HFaO
RIGID INSULATION
,ti f•CA
MOy
TANK
INSTALLED
11/2910)
PROFILE
r wa rue•`1, w rwn � ucnv, ro+o.e+w�
DESIGN
PARAMETERS
ABBREVIATIONS
Dote
8/1/08
CU
COPPER
NO. BEDROOM: 3
DIP
DUCTILE IRON PIPE
TANK SIZE:
1,000 gallon
TH
TEST HOLE
PERC. RATE:
14.4 MPI
FC
FOUNDATION CLEAN—OUT
SOIL RATING:
0.8 gpd/SF
T#
TANK CLEAN—OUT NO.
APPLICATION
RATE: 188 SF/BR
CO
CLEAN—OUT
AREA ROD:
564 SF
SYS. TYPE:
5' WIDE TRENCH, 2'
MT
ED
MONITOR TUBE
RF = 0.70,
MIN LENGTH: 79 LF
DCO
DOUBLE CLEAN—OUT
USE'
R.I.
RIGID INSULATION
2 EACH 50LFK5'Wx2'ED,4.0' TO
SAS
SOIL ABSORBTION SYSTEM
TOTAL AREA:
630 SF
LEGEND
—w—w—WATER LINE/
WELL RADIUS
—ss—ss— EXIST'G SEPTIC
—ss—ss— NEW SEPTIC
---�� CHAINLINK FENCE
INDEX CONTOUR
----- --- INTERMEDIATE CONTOUR
(4' INTERVALS)
NOTES:
Ce LLC
P.O. BOX 102954 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
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8/1/08
ISSUED FOR CONSTRUCTION
Scale
SCALE
SCALE
BAUMER S/D, TR 10, LOT 1
PATRICK BAUMER
24212 O'REINDER RD
EAGLE RIVER, AK 99577
(907) 694-9442
NO
50-611-1E
PERMIT No.
PERMIT
PLAN
sheet
5 OF 5
Municipality of Anchorage
• --\ Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Elmore St.
P.O. Box 196650 Anchorage, AK 99519.6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET
To: PES
Legal description: Baumer: Tract 10, Lot 1
®Permit ❑C.O.S.A. ❑Inspection Report
The attached paperwork has been reviewed and is being returned for the following reasons:
1. Drain Field — Depth: Sheet 4/5 shows the drain field depth at an elevation that appears to be 0.5
feet above the stated depth in the callouts. Please revise the design as needed to be in
agreement. j2e/kS d--3
2. Monitor Tubes and Cleanouts: The plans appear to be showing most of the monitor tubes and
cleanouts, but do not tail them out. Please revise the plans as needed to include requirements
(callouts) for monitor tubes and cleanouts, i.e.: double cleanouts after the septic, cleanouts in the
drain fields, monitor tubes in the drain fields. QZ_ WAS Cdo.
3. After the "Review Only" drawings have been reviewed and you are notified that there are no
additional comments, the "For Construction" drawings must be submitted before the permit is
issued. The permit won't be issued until the two sets of drawings have been compared.
TSS�rdD �'o<z. ee,.�s—murcl���
Name of reviewer: Jam( Date: 7131108
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
Municipality of Anchorage
ll Development Services Department �titi ly'
\ Building Safety Division
On -Site Water and Wastewater Program, 4700 Bragaw St. Pagel of 2
P.O. Box 196650 Anchorage, AK 99519-6650
www.cl.anchorage.ak.us (907) 349-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
rertnn tvut,1--
Wastewater System: [3New ® Upgrade
Patrick Sau
ABSORPTION FIELD
AACretl.
Pnaw: 2212 Q'riender
Road Ea
N~ d Bwroan+:
C3 DNO Tench O Shsl O T,.nc O Bee ❑ Mane (3 Olney:
SM Flaonq. `,' TM, GWM ham or,ginel gre0e:
LEGAL DESCRIPTION
Da We t~, hom«Ip+W 9rede - OrevN UepM h.n•etn qpe:
OM
La
Bbce c
SIOEiN•Un:
Baume+
-` Ft.
1
Se hon:
F6 WeeE Nwve p,91nN greee, - GrwN L«pm:
Tww�Wp.
Penge'.
-- Ft.
GIe"N vmm�'. NurrDer N IInM D�NerKa Mtwe
Well:
❑New ❑ Upgrade
_ - Ft.
C4urts.uan (P,rvaw A B. C): TOW DWM: Cs wl to:
T.. �� •.w- Pipe Met.."1
F? 3034
Exist' Private Ft. A
V
Deu M0011":DrN«-
D.t. Dmlea. SWmwN. Lev1.
_
.F 'il nstone Services 1112912007
Ft
Pamp s« •t: cee"w N«9m Al GmwW:
-. TANK
yow,,
Fl. Ft.
GPM
SEPARATION DISTANCES
0 septic O Holding ❑ S.T.E.P. 0 Other:
To
rtv8tS
Septic Absorption Lift H
Menatedur.r. 1000 Get.
Anchorage Tank
Fran
Tank
Tank Field Station Tank Sewer Ll� a
MN«4I Numner of C-- W"
��
q$
Steel
wNI
120.8
LIFT STATION
san.o. w.l«
100.0
enu ecWmr.
is
La Un
200.2
GN
'Puny On• IMI N: "PIuM OnIMI N. Wqn wel« elerm 1
5.0
` M
FWneNian
PM Melo 6 MOON Eiemr� M•pealWae pMam•O try:
Cann Drvn
50+
BENCH MARK
Re ,�
REPLACED TANK ONLY
, e1,,
BACK DECK & THRESHOLD
Inspections performed by: PANNONE ENG. SVC, LLC Dates: 1M 1112912007
2nd 1112912007
Development Services Department Approval
Conditional Approval Date:
-IR-
Reviewed and approved by: f
k n a 4 .
N.
100.0 Ft.
Engineer's Stamp
4 c1 ,.• '
49L -
No. CE 8149
O'RIEDNE'k_ R%7
7
11^
/ 4 17.1 '
£XIST'G JBR
.y HOUSE
/ E
ni W
3 �
EXIST'G
SEPTIC
3 3 AREA
7
WELL
3 259
1 259.
19, /
T'G 10009 TAN (((
C COLLAPSED! ABANDONED
F IN PLACE PER CODE
8 5.0 EW 1000g SEPTIC
1� TANK. INSTALL DCO.
1� CONNECT TO EXIST'G SYSTEM
D
2� •TH1
200.
•� 'G CRIB _19,
.0 x 10 x
ni
a� DESIGN PARAMETERS
NO. BEDROOM: 3
IS TANK SIZE: 1.000 gallon
r
n In n n n CONNECT TO EXIST'G FIELD
�I I b•
NEW 110009
SEPTIC
*: 49 Tr1 � •••.*
' SCeden' R'.' P 'ria oi-
1. ;:. CE 8149 .�% e
w. ¢a.°
"am
PANNONE ENG SVC, LLC
P.O. BOX 102954 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
Bauder S/D, Tr 10, Lt 1
Patrick Bauder
24212 D'Riender Rd
Eagle River, AK 99577
(907)
EXIST'G
SEPTIC
SWING TIES
Date
11/26/07
A
I B
I C
T1
FC
P.I.D. NO
50-611-1E
20.0
PERMIT NO.
SW070312
2a.3
C 1
7.0
5.9
T1
8.4
29.0
T2
13.8
33.1
DC
14.3
34.8
TH
44.
REVISED
Date
11/26/07
rd
awina
Scale
1•-50'
105/07
P.I.D. NO
50-611-1E
PERMIT NO.
SW070312
DESIGN
PLAN
shtQ
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 8 Wastewater Program A I W
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650 1`
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Nov 26, 2007
Expiration Date: Nov 25, 2008
Permit Number: SWO70312 Parcel ID: 050-611-18
Legal Description: BAUMER LT 1 TR 10
Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 024212 O'RIEDNER RD
Owner Name: PATRICK BAUMER Lot Size: 62291 SO. FT.
Owner Address: 24212 O'RIENDER ROAD Total Bedrooms: 3 Permit Bedrooms: 3
EAGLE RIVER. AK 99577 -
This permit is for the construction of:
❑ Disposal Field ❑d 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:
Issued By.
d4 4L4 Date: A 11 d 07
Date:
Municipality of Anchorage
• -�1 Development Services Department
a
Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street S. t"
P.O. Box 196650
Anchorage, Alaska 99519-6650
www.muni.org/onsite
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 050.611.18
Property owner(s) Patrick Baumer Day phone
Mailing address24212 O'Riender Rd, Eagle River, AK Zip Code 99577
Site address 24212 O'Riender Road Zip Code 99577
Legal description (Sub'd., Block & Lot) Baumer SID, Tract 10, Lot 1
Legal description (Township, Range & Section)
Lot Size 62,291 Sq. Ft.
THIS APPLICATION IS FOR (® all that apply):
Absorption Field ❑
Septic Tank
Holding Tank ❑
Privy ❑
Private Well ❑
Water Storage ❑
Number of Bedrooms 3
THIS APPLICATION IS AN:
Initial
❑
Upgrade
Renewal
❑
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.
Pannone
(Signature of property owner or authorized agent)
Date of Payment:
Date of Payment:
Receipt Number: 07 Ll :70 Receipt Number:
(Rev. 11/05)
Pannone Engineering Services, LLC P.O. Box 102954
Consulting Engineers Anchorage, Alaska, 99510
(907) 272-8218 (907) 272-8211 Fax
November 26, 2007
Municipality of Anchorage
Development Services Department
On -Silt Water R Wastewater Program
4700 S. Bragaw Street
Anchorage, Alaska 99519
Subject: Baumer S/D, Tract 10, Lot 1
EMERGENCY Septic Tank Replacement Permit Request
Ladies and Gentlemen:
1 am writing to request that a permit to install a new septic tank be issued for this lot. The proposed systems will serve an
existing three-bedroom house. Currently the lot is developed. The existing septic system was designed and installed for a
three-bedroom house and is operating adequately for three bedrooms. The tank has collapsed and the Owner is pumping daily
to keep sewage off the ground. The surrounding lots arc served by private water systems and arc over 100 feet from the
proposed soil absorption system. This lot is served by private water and the well is located greater than 100 feet from the
proposed system.
1. Upgrade Tank Design.
a. Number of Bedrooms: 3
b. Septic Tank Size: 1,000 gallon
2. Surface Water: There is no surface water within 100 feet of the proposed system. The proposed systems will
maintain at least 100 feet from all surface water and drainage ditches.
3. Topography: Lot 2 slopes to the south at approximately 1 percent based on existing contour information. The
proposed installation will be located in the southern portion of the lot adjacent to the house.
I could not find existing data on the installed system from the record information. I was told by the Owner that the field is a
10' by 10' by seven foot effective depth crib. It has had approximately six feet of till placed over the top. The field is
operating in the last three to five percent of its useful life. I was asked by the Owner to upgrade the Geld in the spring. We will
perform soils test and a Geld design in the spring. The permit will be modified then to show the upgrade Geld. The proposed
installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems
within 100 feet of the proposed septic location.
If you have any questions or concerns, please contact me at 272-8218.
Sincerely,
Steven R. Pannone, P.E.
Owncr/Civil Engineer
Attachments:
Page 1 of 1
,41
O'RIEDNL-P Rb
3
£XIST'G JBR
HOUSE
./ W
v1 I
£XIST'o
3 SEPTIC
3 AREA
1
3 259,
£XIST'G )0008 TAN
COLLAPS£D!ABANDON
r5. IN PLACE PER CODE
PROPOSED 1000g SEPTIC
�1T TANK. INSTALL DCO.
CONNECT TO EX!ST'G SYSTEM
C CRIB �19
x10x
r
DESIGN PARAMETERS
i 4
3 NO. BEDROOM: 3
TANK SIZE: 1,000 gallon
CONNECT TO EXISVC FIELD
A
L&i=-r
OFAtg1j)
PANNONE ENG SVC, LLC
REVISED
Date
f r
Sf ()
ig,•' y /
P.O. BOX 102954 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
„ /26/07
n t'n
Scale
1'e 50'
P.I.D. NO
Bauder S/D, Tr 10, Lt I
/'Steven R. P'orin` ne' j
Patrick Baurter
50-611-1
CE 8149
24212 O'Riender Rcl
PERMIT N0.
� s ] � /26/0,7. •' ,�
1
(I�orFssa=�=
Eagle River, AK 99577
DESIGN
swo7xxxx
sheet
\����
(907 )
PLAN
1 or 2