HomeMy WebLinkAboutCEARK TR D LT 2 Onsite File
Ceark
Tract D
Lot 2
#020 - 441 - 09
Municipality of Anchorage
Community Development Department Page 1 of 3
On-Site Water and Wastewater Program
4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: SW060350 PID Number: 020-441-09 ✓❑ New E Upgrade
Name:
Kathleen James ABSORPTION FIELD
Address ❑ Deep Trench ❑✓ Shallow Trench ❑ Bed ❑ Mound
15935 Kings Way Drive Anchorage, AK 99516 E Other
Phone Number of Bedrooms Soil Rating Total depth from original grade
429-891-0600 4 2.0GPD/SF 1.5 Ft.
LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe
Subdivision Block Lot .5 Ft. 1.O Ft.
Ceark 2 Tr. D Fill added above original grade Gravel length
Township Range Section 2.5 Ft. 60 Ft.
Gravel width Beds:Number of Lines Distance between lines
SEPARATION DISTANCES 5Ft. Ft.
To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist.between trenches
From Tank Field Tank Line 345JPdEvde0'Ft2 One Ft.
Well I >100' >100' N/A N/A >25' TANK ❑Septic ❑ S.T.E.P. ❑Holding 0 Other
Manufacturer Capacity
Surface Water >100' >100' N/A N/A Advantex/Anchorage Tank/Orenco 1,500Gal.
Material Number of compartments
Lot Line >5' >10' N/A N/A Steel Two
NA
Foundation >5' >10' N/A : N/A LIFT STATION
Manufacturer Capacity
Curtain Drain None Noted i Anchorage Tank/Orenco 500 Gal.
Pump on level at Pump off level at High water alarm at
Remarks
38 in. 16 in. 49 in.
Pump make and model Electrical Inspections performed by
OSI P2005-11 A.C. Electric
PIPE MATERIAL House to tank D3034 Tank to D3034
Installer drainfield
A Plus Home Services Drainfield F810 CO/MT D3034
Inspector A. Harald BENCH MARK (Assumed elevation) 100.0ft
Inspection 1S' 11/6/06 �a Location and description
dates: 2 11/6/06
3" 11/7/06 4" 11/8/06 Garage Slab.
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp
�.--% 9.r• A4,1.•1
Conditional Approval: Date =g9'sP•'•••• ......* %
••••• ��..
•
'. 9
w' : 49th O.
:.14444* t .� k-•fir`*f
i
00 cl• MICHAEL E. ANDERSON • `
0,C.,
f No. CE-4381 :•_;
.� tee''x..,10/7/1•g.•••'•`y4,4
Approved j _ / i Date /.0A /9 ♦•�J : � ,44
�•
/
Inspection Report_1-1-12.doc
Municipality of Anchorage
DEVEOPMENT SERVICES DEPARTMENT Page 2 of 3
4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904
On-Site Wastewater Disposal System or Well Inspection Report
Permit Number: SW060350 PID No. 020-441-09
589'56'15-W 647.26
25.0.
EI Balt \
100.0' \
SET 9AQt
M1
• THE EXACT LOCATION OF THE CURTAIN DRAIN IS
UNKNOWN. IT MAY BE LESS THAN 25' FROM
THE WELL. THE GROUND SURFACE ON THE
`aG C.� TH MH2 Q LOT SLOPES AWAY FROM THE WELL IT IS
-°‘‘11('('18)
�51 ® Fie
UNLIKELYTHE WELL CAN BE CONTAMINATED 8Y
ISTHE CURTAIN DRAIN.
A B Site
Si 14.7' 48.6' M2
MH1 22.3' 52.9 /.% Z
MM2 22.8' 57.9' ® ID% 2na FLOOR OEOc
M1 58.7' 96.3' Four Bedroom WELL
Home /
DOLE
0vEs40 �A _ — % z
25.7
�. — ! SET ORO(
,0'V1IUTr[f
N89'57'53'E 988.48
_.•,,,U��•.b+ CEARK SUBDIVISION
4.IPt . ••�oF :.< �4�i LOT 2, TRACT D
•
.).,• ' •x.1 . 130,811 S.F.
49th V
vo�I;MICHAEL E. ANDERSON •{M- PLAN A S BUILT
,1�1-,.% No. CE-4381 f•��
�••..10/7/19�..•'�c,I1� SCALE 1' = 40'
•
Municipality of Anchorage
DEVEOPMENT SERVICES DEPARTMENT
4700 South Bragaw Street Anchorage, AK. 99519-6655-343-7904
On-Site Wastewater Disposal System or Well Inspection Report Page 3 of 3
Permit Number: SW060350 PID No. 020-441-09
CEARK, TRACT D, LOT 2
103.2 102.7
= N
nota 2" EPS Insulation
Li
E.
u a
ADVANTEX
TANK
97.0
N Q
H
- 87.0
84.5
Finished Grade /
Original Grade
2" EPS Insulation & Geotextile Fabric
Drain Field Rock 84.0
83.0
81.0'
10/6/06
72.5
04_ 49th /
•
PROF LE AS - 3UILT MICHAEL E. ANDE ;
Scale: NONE ♦ Na.No. CE-4381
♦♦4p• , pROF Ssl�:i.4••
ALPINE DRILLING & ENTERPRISES
Permit Number: #SW060350 Date of Issue: 10-26-06 Parcel Identification Number: 020-441-09
Date Started: 11-7-06 Date Completed: 11-7-06 Is well located at approved permit location? ® Yes ❑ No
Legal Description: Ceark Tr D Lot 2
Property Owner Name& Address: Kathleen James
15935 Kings Way Drive
Anchorage, Alaska 99516
Borehole Data: Depth (ft) Method of Drilling® air rotary ❑ cable tool
Soil Type,Thickness&Water Strata From To
Casing type: steel
stick-up 0 2 Wall Thickness: .250 inches
gravelly silt 2 17 Diameter: 6 inches Depth: 101 feet
sandy gravelly silt 17 25 Liner Type:
gravelly silt 25 98 Diameter: inches Depth: feet
Casing stickup above ground: 2 feet
water sand & gravel 98 101
Static water level (from ground level): 36 feet
Pumping level: 101 feet after
2 hours pumping 15 gpm
Recovery Rate: 15 gpm
Method of Testing: air lift
Well Intake Opening Type:
® Open End ❑ Open Hole
❑ Screened Start feet Stopped feet
[' Perforations Start feet Stopped feet
Grout Type: bentonite granules Volume: 1
Depth: Start 0 feet Stopped 7 feet
Pump: Intake Depth feet
Pump size hp Brand Name
Well Disinfected Upon Completion? ® Yes ❑ No
Method of Disinfection: chlorine tablets
Comments:
Well Driller: Alpine Drilling & Enterprises
PO Box 110496
Anchorage Alaska 99511
Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property
owner or the well driller shall provide a well log to the Development Services Department within 60 days of completion.
TIII b [)at, November,9th 2006
Agra*.10bAlkIk\
0111.4011111 \
0
N‘aaysato
To:
Anderson Engineering
800 E. Diamond Blvd., Ste. 3-540
Anchorage, AK 99515-2041
Subject:
15935 Kings Way Drive
Septic System Lift Stations and the Pump Control Panel Electrical wiring.
P.O. Box 140792
Anchorage, AK 99514-0792 ATTN: Mike Anderson
T(907)632-1629 Dear Mike,
F(907)222-1380 The septic system S.T.E.P. lift station and the add-on Pump Basin are
AG.Electrical@hotmail.com wired in accordance with the NEC and State and Local Code(s).
Sincerely,
_ afro( Ah
Samir Halilic.
A.C. Electrical
LOT 2 HAS 130,811 SQ.FT. OF AREA
S89'56.15'W 647.26 \ \
�strnc POPw tO
N
COSTING GABON— ASEPTIC LIO
1101111' �9DM vorT uv
V/ y[J
j/r�F—ZM FLOOR OUP
��//l Kyr
LM FLOOR oEOf
E7OSffM1C NQISE
,t•-.CAN1 POpER POLE
_____.....0000001111111111110
CT N
110 01.4Ih'DRY ^^
1 f
-711
N89'S753'E 988.48
ll
OF AREA
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6,--sirk0, _
. Snc PCP. Le .4' ` _
77 ...4 2n4 FLCOR COX
v�
r%/ �' y x e FLOOR oea o/✓rowEx \ St,-.949.
9 \
O
DOSING tgUSE / PpP d�'
aaModR`-o�. .. . CAP .s> V \ , yrs
_. 1 N N
u N �— \
O N.—� �1ro'IIIWnEm N.
E 988.48 J — — — — —
/ /
— — ---/ / .
I /
/ /
a / /
/ / /
1
/
/ /
/ As—built
CEARK
SUBDIVISION
/ /
/ / LOT 2, TRACT D
/ / LanV ark , Inc .
/ Engineering & Surveying
/ 9330 Vanguard Street, Suite 131
/ Anchorage, Alaska 99507
/ (907) 562-6050
/ Designed by
CEF
I hereby certify that the property described hereon has been surveyed � OF A/ 11 f Drawn by
by me, or at my direction, and that the improvements situated thereon ,. .•.........-2.!4S ,,, CEF/DLM
are within the property lines and do not overlap or encroach on the ��Q1
property lying adjacent thereto unless otherwise shown. That no — 'i • •p Checked by
improvements on the property lying adjacent thereto encroach on the II 49 TH iN •*/� CEF
premises in question and that there are no roadways, transmission s�$; �/
lines or other easements on said property except as shown. %•••• •••'
0
Scale I Keld fool
MUNICIPALITY OF ANCHORAGE 1//$/ai /0!30
Development Services Department
On -Site Water 8 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Permit Number: SWO60350
Date Issued: Oct 26, 2006
Expiration Date: Oct 26, 2007
Parcel ID: 020-441-09
Legal Description: CEARK TR D LT 2
Design Engineer: 0014 ANDERSON ENGINEERING Site Address: 015935 KING'S WAY DR
Owner Name: KATHLEEN JAMES Lot Size: 130811 SQ. FT.
Owner Address: 15935 KING'S WAY DRIVE Total Bedrooms: 4 Permit Bedrooms: 4
ANCHORAGE. AK 99516 -
This permit is for the construction of:
FVJ 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.
5. The following special provisions.
This house shall not be occupied until a CCO on the Land Use Permit has been issued by this Department. A CCO
will not be issued on the house until the wastewater disposal system is completed and fully functional.
Received y:
Date: v a
Issued By Date: Z tv o6
Municipality of Anchorage
Development Services Department
/ Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, Alaska 99519.6650
www.muni.org/onsite
(907) 343-7904
ON-SITE SEWERIWELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 020.441-09
Property Owner(S) Kathleen James Day phone 274-8627
Mailing address 1075 E. 26th Avenue Anchorage, AK Zip Code 99508
Site address 15935 Kings Way Drive Anchorage. AK Zip Code 99516
Legal description (Sub'd., Block & Lot) Lot 2. Tract D, Ceark Subdivision
Legal description (Township, Range & Section)
Lot Size 130,811 SF Sq. Ft.
THIS APPLICATION IS FOR (® all that apply):
Absorption Field 0
Septic Tank
0
Holding Tank
❑
Privy
❑
Private Well
0
Water Storage
❑
Number of Bedrooms Four (4)
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.
(Signature of property owner or authorized agent)
Permit/Rush Fees: Waiver Fees:
Date of Payment: / 2 t7 6 Date of Payment:
Receipt Numbe . Receipt Number:
(Rev. 11/05) D _ 76 6 0
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 FAX
MEMORANDUM
DATE: October 26, 2006
TO: Dan Roth/Deb Wocken__fuuss
FROM: Mike Anderson, P.E. 4 Ea
SUBJECT: Lot 2, Tract D, Ceark Subdivision
Permit No. SW040326
Revised Septic System Site Plan and Permit Renewal
We have reviewed your comments concerning the revised septic system design for Lot
2, Tract D, Ceark Subdivision and have made several modifications. Waiver requests
are included for reduction in the separation distance between both groundwater and
surface water. We have also provided a new soils log and percolation test for the
proposed location of the new absorption trenches. Groundwater has stabilized at 3.5'
below the surface in this area. In addition, the pond near the west end of the property
is shown on the Site Plan.
Some surface water may be encountered during further development of the lot.
Grading will be accomplished during the landscaping and final phases of the project to
control the drainage and insure it is more than 100' from all septic systems on this and
adjacent lots. Any standing water currently found within 100' of the new septic system
other than that noted in the separation distance waiver will require immediate grading
and filling to insure the 100' buffer is met.
Please review the attached information and reissue the permit for the well and septic
system on this property based on the revised design.
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
October 26, 2006
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
Attention: On Site Services Engineer
Subject: Lot 2, Tract D, Ceark Subdivision
Separation Distance Waiver
Absorption Trench to Groundwater
Dear On Site Services Engineer:
Surface area available on the subject lot for placement of a septic system is severely
limited by the presence of a stream at the northeast corner and surface water in many
other locations. The groundwater elevation on the lot was recently measured at 3.5'
below the surface of the cleared and grubbed area designated for the septic system
absorption trench. Heavy rains have plagued the area over the past month and the
groundwater level is probably at or near its highest level. Monitoring of the
groundwater in late June of 2004 indicated the groundwater was at 6' below the
surface. Over the majority of the year the groundwater will probably be more than 4'
below the bottom of the proposed absorption trench.
An Advantex Treatment System has been designed for placement on the lot to reduce
the size of the absorption area required to treat effluent generated in the house. We
are also requesting the distance to groundwater between the bottom of the absorption
trench and the groundwater be waived to 2' to further limit the size requirements for the
absorption area. The effluent treatment provided by the Advantex system reduces
significantly the chance of contamination to the groundwater. In addition, the lot is
130,811 square feet in surface area and composed of tight silty soils which will provide
additional treatment to the effluent before discharge to the groundwater.
Wells in the area, with the exception of the well on this lot are more than 200' from the
septic system providing an additional factor from contamination of groundwater. We
Lot 2, Tract D, Ceark Subdivision
October 26, 2006
Page Two
therefore recommend the waiver be issued allowing the separation distance from the
bottom of the absorption trench to groundwater to be reduced to 2'.
Sincerely, g
Michael E. Anderson, P.E.
i 49th !\
MICHAEL E. ANDERSON
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 FAX
October 26, 2006
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
Attention: On Site Services Engineer
Subject: Lot 2, Tract D, Ceark Subdivision
Separation Distance Waiver
Septic System to Surface Water
Dear On Site Services Engineer:
Surface area available on the subject lot for placement of a septic system is severely
limited by the presence of a stream at the northeast corner and surface water in many
other locations. A subdrain has been placed along the south property line to collect
surface and subsurface water and channel it away from the septic system location. The
outlet of the drain is more than 100' from the septic system on this and adjacent lots.
The flow from the drain is directed to the existing drainage ditch along King's Way at
the west end of the property. The drain is composed of clean washed rock which fills
the ditch along the south side of the driveway on the property. It is essential the drain
have a porous surface to allow water to easily access the transportation pipe. Some
free surface water has been noted in the slope along the south side of the drain and
flowing toward the drain. A waiver is therefore necessary to allow the new septic
system to be constructed within 100' of this surface water.
The drain is located approximately 26' from the southeast corner of the proposed
absorption trench. It is also nearly 3' higher in elevation. The possibility of effluent
flowing toward the drain and the surface water is impossible. In addition, soil strata
between the drain and the absorption trench is composed of dense silt with some
gravel, which is only slightly pervious. The presence of the tight silt further prevents
flow from the absorption trench toward the drain.
Lot 2, Tract D, Ceark Subdivision
October 26, 2006
Page Two
The vegetation on the slope on the south side of the drain will eventually reestablish
itself and absorb much of the surface water currently seen in the area. Heavy rains in
the past month have increased the amount of surface water in the area. During the
drier months of the year and through the winter very little surface water should be noted
in this area. We therefore recommend the waiver be issued allowing the separation
distance from the septic system to the surface water be reduced to 26'.
Sincerely, S
Michael E. Anderson, P.E.
CEARK SUBDIVISION
LOT 2, TRACT D
130.811 S.F.
a.w WW
L. M.
IV
\
0= V t == Vie"'
0..y swo, aa.. �
onra ab.
e
tsb M.b
e
e e
ZFm
N89'5i53"E 988.48
SITE PLAN
SCALE P = 40'
e
/
/
F
.
/
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svo, ee.b
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 BRAGAW STREET ANCHORAGE, AK 99519-6650
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: Lot 2. Tract D. Ceark Subdivision
PERFORMED FOR: Kathy James
DATE: 10/19/2006 PROJECT No.:
PARCEL ID#: TECIINICIAN: A. Harala
DEr1711 TEST HOLE # l
(tett)
1
2
3
4
5
6
7
8
9
10
11
12
1
1
1
1
Poorly Graded Gravel
with Silt
GP/GM
Gravelly Silt
ML
Very Dense
BOH 12'
GROUND WATER ENCOUNTERED' Yea
IFYES®TORIN11�
DFP711®MONITORING
DATE OF MONITORING. 10125/0
SITE PAN
SEE SITE PLAN
DATE
READING
NUNt
NET TIME
(MINUTES)
WgTER 0
(INCHES)
NrFET DROP
(INCHES
ME
(MINUTES)
10/19
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
8:20
4.63"
CIMGE
2
8:50
30
5.69"
1.06"
3
8:52
4.69"
RECHARGE
4
9:22
30
5.56"
.88"
5
9:27
4.56"
REaIARGE
6
9:57
30
5.31"
.75"
PERCOLATION RATEL 40 rMIN/INCIi) PERC. HOLE DIA. 7 (INCHES)
TEST RUN IIETWEEN:_2_Fr. and_2_�Ff.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT THIS TEST
WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE; 10262006
LOT 2, TRACT D, CEARK
SUBDIVISION
DESIGN FACTORS: SYSTEM REQUIREMENTS:
Four Bedroom Home 5' Wide Trench System
Perc. Rate: 48 Min./inch 4 Bedroom Advantex Treatment System
Application Rate: 2 GPD/SF 500 Gallon Lift Station
V Drainfield Rock
4 Bedrooms' 150 GPD/Bedroom = 600 SF Absorption Area
600 SF/2 GPD/SF/5 SF/LF"No (Red. Factor) = 60 LF Trench Length
THEREFORE: Construct a 60' Long x 5' Wide x 1' Effective Depth Absorption Trench.
Flow Line Elevation in Trench to be .5' Below Original Ground Surface. Total Depth to be
1.5' Below Existing Ground. Provide 3' Cover Over Absorption Trench and 4' Cover Over
Septic Tank Maintain 100' Separation From Stream to the North and 100' from Subdrain Outlet
Revegetate
Upper 6"
6"
1'0"
3' Cover or 2" Insulation
and 2' Cover
Natural /�;�:.—Fabri xtile
Backfill � Fabric
5'
I" Perforated
PVC (Hales Down)
3/16" Diameter Holes @ 2' O.C.
Drainfield Rock
TYPICAL 5' WIDE TRENCH SECTION
(NO SCALE) •••�P�E CF-
• �.
NOTE: Grade Area Over Trench to Drain Away. 41r 49m
Minimum 6' Separation From Bedrock.�....,/....� ...,.y
Minimum 2' Separation From Groundwater. k./�
Minimum 10' Separation From Water Service Line. �& MSE woer
Minimum 100' Separation From Surface Water or Streams.- *#, No. CE. l
Minimum 100' Separation From Private Wells. �i,+,r •jo.o
FROM : PPH40hE ENO SVC
PHONE NO. : 272 8218
BOILS LOO - PERCOLATION PEST
PANNONE ENGINEERING SERVICES
P.O. BOX 1029$4
ANCHORAGE. AK99SIO
(907) 272-8218
PERFORMED FOR: Kathy James DATE PERPORMED 6-19.04
LEGAL DESCRIPTION: Int 2 Tract DCeark S D ^`
T&ST IFO1S I
IOrgy
to btoaa
OP/®(
po31l9C.aded
9mvel to anly
srovel
3
op
Cfc— Pocrly Waded
4Au,Ward
CP/GM
poory Waded TENT
Ca el to 29ry
a
P 7
NL%61N
OI+4 Wt to parely
_
Its. harder dindrw
18
19
40
WAS GROUND WATER
ENCOUNTERIIDP Yes
�.*.4"-.... .....•• r- .Yrr.rtr �Q
1'G':L E.• :C
"'2:.. a
CE • % ,31 , .'r .a DEPM TO WATER AFTER
• a ,• ,,,e •4�; ONR'ORINGI -6.0
'�6 .. .• , t v DATE: 6.27.0-4
Y
d�
k' v G 1".1,
J6"F1
50�
� moa
6,6V016 wA'qV'*- �
COMMENTS: Test hole ezcz vate
MOIA77ON RATE 48 in inch FERC HOLE DUMETER 6 inches
TESL' RUN 6EVI'EEN 4 PT and 5 FT
xP• 12 2606 05:34Rtl P8
R
t(O
q
NO
KDPE
TEST HOLZ
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 / WATER SUPPLY PERMIT
Initial
Permit Number: SW040326
Legal Description: CEARK TR D LT 2
Design Engineer: 0062 Pannone Engineering Services
Owner Name: KATHLEEN JAMES
Owner Address: 15935 KING'S WAY DRIVE
ANCHORAGE, AK 99516 -
Date Issued: Aug 09, 2004
Expiration Date: Aug 09, 2005
Parcel ID: 020-441-09
Site Address: 015935 KING'S WAY DR
Lot Size: 130811 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 co ruction ring freezing wea
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezin ��e
�N\e-
Received By: Date: / l
G
Issued BI Date:
y-
r—
i it !
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and 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
Parcel I.D. 020-441-09 Permit Number SW
Property owners) Ms. Kathy James Day phone 273.3903
�M�aaiilliing address (1) 2440 East Tudor Road #W1
Ma ;g address (2) Andwaff AK 151-15 K I N Et�S �n)1aU Al Z Code ,9950T' 119 10
Legal description (Lot, Block & Sub'd.) Lot 2. Tract D Ceark
Legal description (Section, Township & Range)
Lot Sizes ._L - � j_Acre Ft.
THIS APPLICATION IS FOR:
Number of Bedrooms 'i
Sewer Only ❑ Well Only ❑
Sewer and Well ® Water Storage ❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
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.
ti.
(Signature of property owner or authorized agent)
Permit Fees: a 103t W Waiver Fees:
Date of Payment: 10004 Date of Payment:
Receipt Number. 6&tq -qtrA_ Receipt Number.
(Rev. 12/00)
Pannone Engineering Services, LLC
Consulting Engineers
(9071272-8218
July 3, 2004
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 S. Bragaw Street
P. O. Box 196650
Anchorage, Alaska 99519
Subject: Lot 2, Tmct D Ceark S/D
Well & Septic System Permit Request
Gentlemen:
P.O. Box 102954
ge, Alaska, 99510
)071272-8218 Fax
My firm was contacted to investigate the possibility of installing a new septic system serving this
lot. Two test holes were excavated on June 19, 2004 by my company in preparation of designing
a new septic system. The soils report and a percolation tests result are attached. Ground water
was monitored three weeks and the water fluctuated between six and eight feet below the ground
surface. Bedrock was not encountered in either test hole. The owner had another engineer
perform four test pits in august of last year. Two pits were logged, percolated and water
monitored. I am attaching his report as part of my design submittal.
The lot is 130,811 square feet (3.003 acres) in size. Lot 2 slopes to the northwest at
approximately 10 to 15 percent. The proposed installation will be located in the south center
portion of the lot, along the south property line. The proposed well will be located in the
southeastern corner of the lot, greater than 100 feet from the proposed system and from the
neighboring septic systems. The proposed location of the septic system is greater than 100 feet
away from surface water, existing neighboring wells, and 25 feet from the water service lines.
The surrounding wells are located greater than 100 feet from the proposed installation. The
proposed installation will not affect the future development of the surrounding or existing lots.
The primary and reserve systems are based on the use of an Advantex advanced wastewater
treatment system. There is adequate room for installing a soil absorption system sized on the
use of the Advantex system. See the attached design.
If you have any questions or concerns, please contact me at 227-3522 or 272-8218.
Sincerely,
Steven . nnne, P.E.
Civil Engineer
Attachments:
C:\Work\Letter9\4.2 mt shadows.001.doc
. ,.
Steven R.
0
PERMIT NO: SW04
NOTE: U
1) ALLWORK SHALL BE
IN ACCORDANCE WITFI
2) MATERIALS USED SH4rL
ACCORDANCE WITH THQa
IN AMC15.85, WASTEWATE
3) DUE TO THE SOILS ON
OWNER AGREES THAT THE
SEPTIC SYSTEM SHALL BE
ANY MOVEMENT OF THE
REQUIRE REEVALUATION 0
SYSTEM. NOTIFY THE ENGII
MOVING THE HOUSE FROM
SHOWN.---- /
,4tTESTHOLES RREtiQQCC//yy
5/8' REBAR AND ASSUMEM
DESIGN DRAWING
WASTEWATER DISPOSAL SYSTEM
LOT 2, TRACT D CEARK SID
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8) CO OR SHALL PLACE 2' RIGID SUL
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49^M
ren R. Ponm
No. CE 8149
Kathy James
2240 E. Tudor Road, #901
Anchorage, AK 99507
273-39M
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NNONE ENG. SVC, LLC
0. BOX 102954
ICHORAGE, ALASKA 99510
7-3522 P,272-8218 Fax
DESIGN
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NNONE ENG. SVC, LLC
0. BOX 102954
ICHORAGE, ALASKA 99510
7-3522 P,272-8218 Fax
DESIGN
PERMIT NO:SW04 DESIGN DETAILS P.I.D. NO: 020.441-09
INLE
CLEAN-
3*1
TO AMBIENT AIR
WASTEWATER ABSORPTION SYSTEM
LOT 2, TRACT D CEARK SID
Ax -20 FILTER
DESIGN CALCULATIONS
Number of Bedrooms -4
Total Bedrooms 4
Design flow -150 gal/br/day,
Total flow - 600g/day
? 49TM !N
len R. Po
No. CE 81
_M
INSTALL 4' RIGID INSULATION
OVER TANK 8 DRAINFIELD. EXTEND
R.12' BEYOND SIDE OF TANK INSTALL
RJ. AROUND AX -20 FILTER
ADVANTEX TANK DETAIL
TANK SIZE:
1500 gallon Advantex tank
[W
MANHOLE
SOIL ABSORPTION SIZE:
Advantex Sewer System
AX20 Pod - Class III System
Perc Rate= 45 minInch
Application Rate= 2 GPD/SF
Size Required= 600 GPD/2 GPD/SF = 300 SF
Use 5 -Wide Trench, 0.5' effective
60 Feet Long
60 LF x 5'x 0.5'= 300 SF Total
Kathy James
2240 E. Tudor Road, 9901
Anchorage, AK 99507
2733903
PANNONE ENG. SVC.
P. O. BOX 102954
ANCHORAGE, ALASKA 99510
272-8218 PHONE & FAX
DESIGN
PERMIT NO:SWD4 DESIGN DETAILS
WASTEWATER ABSORPTION SYSTEM
NOTE: LOT 2, TRACT D CEARK S/D
1) ALLWORK SHALL BE PERFORMED
IN ACCORDANCE WITH, & ALL METERIALS
SHALL CONFORM TO AMC15.55.
2) CONTRACTOR SHALL STAID= PROPERTY UNE
IN VACINITY OF DRAINFIELD.
P.I.D. NO: 020.441-09
3) ADD A MINIMUM OF V OF FILL OVER
inoNv= o
ENTIRE TRENCH.
0N3 N0V31V o
4) B.O.T. STANDS FOR BOTTOM OF TRENCH
3su aoLNon
5) CONTRACTOR SHALL NOTIFY ENGINEER OF
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ANY VARIATION BETWEEN DESIGN AND FIELD
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CONDITIONS.
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PREPARED FOR:
Pannone En Svc., LLC
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Kathy �R18S
2240 E. Tudor Road, 4501
Anchorage, AK 89507
P.O. BOX 102954
ANCHORAGE, ALASKA 99510
VVV •
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273-3903
18 , PHONE & FAX
ATE: T DESIGN
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SOILS LOO - PERCOLATION TEST
PANNONE ENGINEERING SERVICES
P.O. BOX 102954
ANCHORAOE,AK99510
(907) 272-8218
I PERFORMED FOR: Kathy James DATE PERFORMED: 6-19.04
LEGAL DESCRIPTION: Lot 2, Tract D Ceark S/D
TEST HOLE I 910PE attE P1.
err 49TM
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No. CE
p10
p
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CPo��ed
SET -BACK
GP/GM
2
gravel to oOty
grave
U"pS
PRO ED
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CP
Clean poorly graded
1C SYSTEM
\
4
gravel
Cray to brmn
TEST HOLE
3
OP/GM
poorly graded
P
gravel to silty
--CC THt
6
gravel
7
ML/GM
G�sy aharde dam
B
9
BOH
THt
10
11
TG SEPTIC ------
A
XIST'GSEPTIC
AREA
-----------------
--------------
/-{XIS
11
-
13
WAS GROUND WATER
SLOPE
14
ENCOUNTERED?
Yes
15
IF YES�AT WHAT
DEPTH?
-8.0-
TEST HOLE
16
DEPTH TO WATER AFTER
---
17
MONITORING?
-6.0
DATE:
6-27-04
is
19
READING
DATE
GROSS
NET
DEPTH OF
NET
TIME
TIME
WATER
DROP
20
62041
1 19:08
8'
2008
70
5 3
BIC
20:08
—
6 O.0
2078
20
83M
a9"
20:36
s 1w
21'08
20
5&r
W
COMMENTS:
PEROLATION RATE 48 min inch) PERC HOLE DIAMETER 6 inches
TEST RUN BEWTEEN 4 FT and 5 FT
IN
SOILS LOO - PERCOLATION TEST
PANNONE ENGINEERING SERVICES
P.O. BOX 102954
ANCHORAGE, AK 99510
(907) 272-8218
PERFORMED FOR: Kathy James DATE PERFORMED: I-25-03
LEGAL DESCRIPTION: Int 2 Tract D Ceark S/D
TEST HOLE 2 r--1
49TM
ien R. PGnnl
No. CE 8149
E7
1
Oray to brown
OP/OAT
p-rty graded
2
gravel to silty
m CREEK
gravel'
TEST HOLE
3
GP
Clean pooriy grad
a
gravel
ROUND PROPOSED
SEPTIC SYSTEM
�'-
5
OP/GM.
Cray to brown
pooety graded
t0 .sty
��
PROPOSED
`
6
gravel
gravel
�C 447
WEtL�
7
ML/GM
Gray silt tO gravely
silts. harder digging
8
it
9
----------------- -----------
-----
-------------�-
10
isra SEPTIC %187'0
AREA AREA
SEPTIC
rosEvm
AREA
r j
i i
BOH
I1_
_____ _ _______
__________
.r t_
12
13
WAS GROUND WATER
SLOPE
la
ENCOUNTERED? Yes
t5
IF YES, AT WHAT
DEPTH? -8.0
TEST HOLE
16
17
DEPTH TO WATER AFTER
MONITORIN4? •6
R
18
DATE: 6-27-04
19
READING DATE
GROSS
NET
DEPTH OF
NET
TIME
THE
WATER
DROP
20
62044
19.40
r
—
20:10
30
517
dr
20.10
_
9 US"
2040
30
5 1?
sir
20:40
—
6144
—
IIFqEql
2/:10
20
I I
Sant
1e'
I
PEROIATION RATE 48 (min/inch) PERC HOLE DIAMETER 61
TEST RUN BEWTEEN 5 FT and 6 FT
COMMENTS: Test
ML/GM laver was
FROM : • PANNONE ENG SVC PHONE NO. : 272 8218 Jul. 06 2004 02 : 51 AM P2
ADVANCED WAS'TENVATER TREATMENT SYSTEM NL41NTENANCE AND
REPAIR AGREEMENT
MEMORANDUM OF UNDERSTANDING
BETWEEN MUNICIPALITY OF ANCHTORAGE
Al�jp l.: &., /.t,i,_-;;
TIUS MEMORANDUM OF UNDERSTANDING made and entered into as of this
hi—
dav of _10 ,9�- 200� by and between &jj en :,..- , herein the
"OVaNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In
consideration of the mutual covenants contained herein, the parties to this Memorandum of
Understanding agree as follows:
1. ADVANCED WASTEAVATER TREATMENT SYSTEMS. Municipality grants
pennission to Owner to utilize and operate an Advanced Wastewater Treatment System
(AVWVTS), described as �..Z�`ri'La e!M2k located at
Anchorage, Alaska.
2. Definitions.
A. Alteration. Any change to the design or function of an AWWTS that
includes the installation or removal of any parts, components or pieces
not included in the original construction permit and design. Prior to
c performing any alterations to an AWWTS the owner must obtain a
Wastewater Disposal System Construction Permit from the Municipality
pursuant to Anchorage Municipal Code (hereinafter, "AMC') 15.65
B. Certificate of On -Site Systems Approval. An approval by the
Municipality of existing water and wastewater disposal systems given at
the time •of property sale and title transfer in accordance with AMC
Page 1 of 5
F'ROn : PANNONE ENO SVC PHONE NO. : 272 8218 Jul. 06 2004 02: 52AM P3
15.65. These approvals certify that the systems are adequate for the
homes that they support and meet the codes that were in place at the time
of system construction.
C. Damage. Any man-made or natural change in a system that would
inhibit the system from performing as designed.
p. Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AWWTS that were included
in the original design which would allow the AWWTS to continue to
perform as designed.
E. Permit (Construction). An On -Site Wastewater Disposal System
Construction Permit as defined by AMC 15.65.
F. Permit (Operating). An Advanced Wastewater Treatment System
Operating Permit. An annual permit, issued by the Municipality, that
allows the Owner to operate an AWWTS, upon meeting all requirements
of this agreement, the conditions of the Operating Permit, the
requirements of the On -Site Wastewater System Construction Permit
and All relevant provisions of AMC 15.65.
3. Fee. Owner shall pay to Municipality an annual fee of -- 6�
($ —.00), payable on or before the issuance of the operating permit and annually
thereafter. The annual fee is due on or before the anniversary date of the approval by the
Municipality of installed system.
Page 2 of 5
FR t t : * PANNONE ENG SVC PHONE No. : 272 8218 Jul. 06 2004 02: 52AM P4
v
4. Term. The term of this Memorandum of Understanding shall be for the life of the
AW ; TS. The term begins on the date of approval by the Municipality of the installed system
and shall continue while the AWWTS system is in use or operational or until the property is
sold or title is transferred by owner and a new certificate of on site approval is issued to the
new owner or transferee of the property.
5. Alterations, Installation and Removal of Additional Equipment. Owner agrees not
to make any alterations, removal of parts or additions to the AWWTS Without a Construction
Permit from the Municipality.
6. Rlalntenance and Repairs.
A. Throughout the term of this Memorandum of Understanding, the Owner shall
maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner
during the term of this Memorandum of Understanding, and any extensions or renewals
thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3)
adjustrnent(s), (4) replacement costs, and (5) inspection costs. Further, owner agrees to
comply with all applicable ordinances, laws, regulations, rules and orders for the AWWTS.
B. Owner agrees to provide the Municipality a written schedule of routine
maintenance and repairs which have been performed on the system pursuant to the terms and
conditions contained in the Owner's AWNVTS Operating Permit. This schedule shall be
submitted to the Municipality annually upon the renewal of the permit. The schedule of
maintenance and repair contained in the Owner's AWWTS Operating Permit is:
Page 3 of 5
FROM : * PANG ONE ENG SVC PHONE NO. 272 8218 Jul. 06 2004 02: 53AM P5
.t
C. Owner acknowledges that the fine schedule for failing to maintain and repair an
AWWTS are codified in AMC 14.60.
D. Owner agrees that only maintenance, repair personnel certified by the
Municipality will inspect and make any necessary maintenance, repairs or permitted
alterations to the systems.
E. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
F. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
G. Owner agrees that the relevant provisions of the standard specification
guidebook for AWWTS is the governing professional guidelines for the construction,
maintenance and repair of the Owner's AWWTS.
7. Nonwalver. The failure of either party at any time to enforce a provision of this
Memorandum of Understanding shall in no way constitute a waiver of tide provisions, nor in
any way affect the validity of this Memorandum of Understanding or any part hereof, or the
right of such party thereafter to enforce each and every provision hereof.
8. Amendment.
A. This Memorandum of Understanding shall only be amended, modified or
changed by a writing, executed by authorized representatives of the parties, with the same
formality as this Memorandum of Understanding was executed and such writing shall be
attached to this Memorandum of Understanding as an amendment.
Page 4 of 5
FROM : PPJ MNE ENG SVC PHONE NO. 272 8218 Jul. 06 2004 02: 53AM P6
B. For the purposes of any amendment modification or change to the terms and
conditions of this contract, the only authorized representatives of the parties are:
Owner:
Anchorage: Purchasing Officer
C. Any attempt to amend, modify, or change this contract by either an
unauthorized representative or unauthorized means shall be void.
9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of
Understanding shall be brought in the Superior Court for the Third Judicial District of the
State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and
obligations of the parties under this Memorandum of Understanding.
10. Severability. Any provisions of this Memorandum of Understanding decreed invalid
by a court of competent jurisdiction shall not invalidate the remaining provisions of the
Memorandum of Understanding.
,�:h134
By:�
Date: 5
STATE OF ALASKA
THIRD RMICIAL DISTRICT
MUNICIPALITY:
By: J/>p_ 1
Title:
Date: 7L S o�
ss.
-ZZoo
Grego' g instrument was acknowledged before me this L�day of Ly , by
Q , the ,. �./ of on behalf of
cip .
Lj of �ie. l
.� NO ARY PUBLIC FOR ALASKA
i SEAQ
���satc aiz-a-b ���� Page 5 of 5
FROM PANNONE ENG SVC
' �,��'illtllllll/j
G /
PHONE NO. : 272 8218
.. .r ..iin
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1 �oTARj My Commission expires:,l�
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Page 6 of 5