HomeMy WebLinkAboutCINERAMA TERRACE TR Crama
Terrace
Tract C
#
Municipality of Anchorage Page
Development Services Department
On-Site Water and Wastewater Program
4700 South Bragaw Street
P.O. Bo~( 196650 Anchorage, AK 99519-6650
www.cLanchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number:. SW010246 PID Number:. 020-115-05
Name:
Debi Cole WastewaterSystem: New
Address:
4406 Forest Road Anch., AK 99517 ABSORPTION FIELD
Phone: Nurr~er of Bedrooms:
248-3462 Six (6) Shallow Bed
LEGAL DESCRIPTION ' SOd Rating: Total Depth fromoriginal grade:
3 GPD~Ft' 2.5 Ft.
Block: Lot: Subdivision: Depth to p~pe bottom from original grade: Gravel depth beneath pipe:
Tract C Cinerama Terrace 2
Township: Range: Section: Fill added above original grade: Gravel Length:
1-2 Ft. 60 Ft.
Well: New Gravel width: ' Number Of lines: J D~stance between lines:
15 F,. 3I 5 Ft.
Classification (Private, A. B, C): Total Depth: Cased to: Total absorption area: P~pe Material:
Private 127 Ft. 20 Ft. 900 Fe ASTM 3034 PVC
Driller: Date Ddlled: Static Water Level: Installer: Date Installed:
Alpine Drilling 7/27/2001 8 F,. A + Home Services 11/15-20/2002
Yield: I Pump Set at: I Casino ~ ~iQht Above Ground:
6 cPU[ Ft.[ 2Ft. TANK
SEPARATION DISTANCES Advantex Treatment System
'~To~ Septic AbsorptionLift Holding ~ublic/Pdvate Manufacturer: Capacity m Gallons:
From~
Tank Field Station Tank Sewer Line Anchorage Tank 3,000
Material: Number of Compartments:
wel, >100' >100' >100' N/A >25' Steel/Plastic Coated Two (2)
Su,aceWater >100' >100' >100' N/A ~ / LIFT STATION
Lot U,e >5' > 10' >5' N/A~ S~,e: Ma.ufacturer:
500 Gat. Anchorage Tank/Orenco
*Pump on" level at: *Pump off" level at: [ H~gh water alan'n at:
Foondatio, >5' >10' >5' N/A 28 ~,. 28 ,n.i 34 *n.
Pump Make & I~foda Electrical Inspections performed by:
cu=,, ~i, >20' >20' >20' Orenco Mun~cU, am-
of
Anchorage
Remarks:
BENCH MARK
Location and Desc~pt~on:
Electrical Transformer Pad.
Assumed Elevation:
185.55 Ft.
Engineer's Stamp
~ OF' 4/"~%. ·
Inspections performed by: MEA Dates:
2'~ 11/18/02 ~_'. ,~,c.^~ £. ^.~,so, .:E.- )
,
Department of Health and Human Services approval ~.~,'.. No CE-~t ,'"~
Reviewed and approved by: tO..//'?~ A/ ~'/..,/, ~~Date: /--
,.,.,,o,,,, ,/.?/.
ANDERSON ENGINEERING
'~ P.O. BOX 240773'
:. ANCHORAGE, AK 99524
522-7773 ~ 522-6779.(FAX)
MEMORANDUM
DATE:
December 29, 2003
TO:
FROM:
Jim Cross, P.E.
Mike Anderson, P.E.
SUBJECT:
Tract C, Cinerama Terrace Subdivision
SW010246
The permit to construct the well and septic system on Tract C, Cinerama Terrace
Subdivision was issued on July 18, 2001. The well was placed on July 27, 2001. The
septic system however was not constructed until November 15, 2002 after the permit
had expired. We have recently paid the fees to renew the permit from July 18, 2002
until July 18, 2003.
The owner of the property decided in mid 2002 to place an Advantex Treatment System
in lieu of the previously designed and permitted Bottomless Sand Filter. The design
change was discussed with Dan Roth of your staff, but no documentation was
submitted to your office. I have now attached the modified septic system plan, which
was originally completed in June of 2002. The new system was installed in accordance
with the attached plan and under the supervision of Anchorage Tank, Orenco Systems
and myself.
Please let me know if you have additional questions.
17-. - -'z..9 - O..q
4Go 5"l
of Anchorage
· · DEVEOPMENT ICES DEPARTMENT
4700 South Bragaw Street An( e, AK. 99519-6655 - 343-7904
On-Site Wastewater Disposal S or Well Inspection Report
Permit Number: SW010246
Page 2 of 3
PID No. 020-115-0."
Trai!
"POND
AAWESOHE"
Curtoin
Drain
Outfall
Advontex
Treotrnent System
5,000 Gol. Tonk
2-AX-20 Pods
Add-On Lift Stotion
Six Bedroom
House with
Doy[ight Bosernent
Droin
Well
TRACT C
CINERANA TERRACE
15.572 AC.
S1 15.4 20.4
MH 27,7 26.0
M1 33.5 39,5
M2 33.5 39.5
,,~
I /'''' PLnN_ _A_.S_ ~..9 U ]' L T
I SCALIr 1-
Municipality of Anchorage
DEVEOPMENT SERVICES DEPARTMENT
4700 South Bmgaw Street Anchorage, AK. 99519-6655 - 343-7904
On-Site Wastewater Disposal System or Well Inspection Report
Permit Number: SW010246
Page 3 of 3
PID No. 020-115-05
t //~ 164.0 /--163.6
2~0x94 ~ ~ I
153.3~ 155.7~
164.1
I,E5° PVC
~03T 3/16' Hotes
Spc~cln9
])rolnFietd Rock
Geo'l:e,x'tlte Fobr, lc
ond E Ins~i?'t:lon I1~
o _,/ o, ~. _o II/
15'
155.3
~150,0
PROFILE AS-BUILT
Scale: 1" = 10'
~F'RO~ .' COUSIN OF' MIN~ B~B FAX NO. : 907~48~982 Jul. ~l 2001 12:0~PM Pi
Mun mpahty of Anchorage
Department of Health and Human Services
825 "L' Street
P.O. Box 196650 Anchorage. Alaska 99519-6650
Rick Mystrom h~p:l^wnv, ci,anchorage.ak,ua
Mayor
Permit Number: #SW .0.10248 Date.of Issue: §.18-01
Date Started: 727.01 Date Completed:?~27.01._
Legal l)escription:
Property O~=er Nam~ & Address:
Borehole Data:..
So':l Type, Thickness & Water S~ta
stick-up
organic and silt
silt
bedrock
Parcel Identification Number:.02.O-l.!5-05
Is well located at approv~ permit location? [] Y~ [] No
Cinerama Terrace Tr C
Debf Cole
4406 Forest Road
Anchorage, Al( 99517
Depth (fi) Method of Drilling [] air rotary n cable tool
.Fram To - -"
Ca. sinR type: stee__._.!
0 2 Wa.ti Thlckncss: .02ti inchrs
2 9 Diameter; _6 inches Depth: 2_p_0 feet
9 1~ Liner Type: ,,
Diameter: ~ inches' Depth: ___.. fc~t
~1~1 127
Casing stickup shove ground: _2 feet
Static water level (fi:om ground level): 8....~ct
Pumping level: l_.~.fcct afar
_2 hours pumping _6 gpm
RecoveW Rate: _6 gpm
Method of Testing: a_jr_lift
-Well Intake Opening Type:
[] Open End [~ Open Hole
[] Screened Start._, fe~-t Stoppext_____ f~e~
[::] P~fomtion~ ~tar[ ~ feet Slopped_____ f~
Grout Type: ~ Volume: _] b_~
Depth: Start O_ fc~ Stopp'~, _+ fc~ ~
Pump: .~ntake Depth ._ feet
Pump size., hp Brand Name,_ _
Well ]l}binfected'U~on (i"ompletm;? ~;~ Ye, [~ No.
Method of Disinfection: Cio, tine To_blots
Comments:
Well Driller: Alpine Drilling & Enterprises
P 0 Box 110496
Anchorage AK 9951 ~
Attention: The well ~iller shall provide a well log to the prope o~cr wit~'130 d~yo of ~m?loion and fl~e prop~ty
,,~,,,,.,. ,.,,-~,,. Received T ime,,'Ju I. 31 .'"1'~': OOPM
Jan ·
5. 200~
9:12AM 9075226779
tlo.4990
P. 2/2
P. ~
ED'S ELECTRIC INC.
P.O. BOX 210767
ANCHORAGE, AK 9952~1
ANCHORAGE
(907) 272-4.591
Fax: (90T) 272-4590
,Tanuary 4, 20(:)4
A + Home Services
7501 E. 140+~ Ave.
Anchor<~g¢, AK 99516
To Whom ]:t May Concern:
Subject:
Septic lift station, Tract ¢ - Subdivision, ~:inerama Terrace
King Way Anchorage Alaskct
Ed's Electric, ]:nc. installed electrical on subject p~oject to the code
requirements of the National Electrical Code and the Municipality of
Anchorage on approximately 11/Z7/0Z.
Thank you,
Dwayne R Bruns
Ed's Electric, 3:nc.
MUNICIPALITY OF ANCHORAGE
Deve/oprnent Services Department
On-Site Water & Wastewater Program
4700 Soufh 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, 2001
Expiration Date: Jul 18, 2002
Permit Number: SW010246
Legal Description: ~31NERAMA TERRACE TR 'C '
Design Engineer: 0014 Anderson Engineering
Owner Name: Debi Cole
Owner Address: 4406 Forest Rd.
Anchorage, AK 99517-
Parcel ID: 020-115-05
Site Address:
Lot Size: 591196 SQ. FT.
Total Bedrooms: 6 Permit Bedrooms: 6
This permit is for the construction of:
[~ Disposal Field r'~ Septic Tank
[] Holding Tank D Privy r~ 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:
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 SEWEPJVVELL PERMIT APPLICATION
· FOR A SINGLE FAMILY DWELLING
Parcel I.D. 020-115.05
Permit N u m ber SW_..~_..O_~:~.~
Properly owner(s). Debi Cole
Mailing address (1) 4406 Forest Road
Mailing address (2)
Anchoraqe, AK 99517
Day phone 248-3462
.Zip Code
Legal description (Lot, Block & Sub'd.) Tract C, Cinerama Terrace Subdivision
Legal description (Section, Township & Range)
Lot Size 13.57 Acres
THIS APPLICATION IS FOR:
Sewer Only
Sewer and Well
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub
Swimming Pool
Therapy Pool
Acres/Sq.Ft.
Number of Bedrooms Six (6)
r-] Well Only []
I~ Water Storage []
Jacuzzi []
Water Softening Unit []
I cedify that the above information is correct. I fudher 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 ~-~
Date of Payment:
Receipt Number:
(Rev. 12/00)
Waiver Fees:
Date of Payment:
Receipt Number:
June 28,2001
Municipality of Anchorage
Development Services Department
On-Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, AK 99519-6650
Subject:
Tract C, Block 2, Cinerama Terrace Subdivision
Septic System Design and Permit Application
Impacts to Adjacent Properties
Dear Onsite Services Engineer:
The owner of Tract C, Block 2, Cinerama Terrace Subdivision intends to construct a six-
bedroom home on the lot. We are therefore applying for a permit to construct a new
well and septic system on the lot to serve the new home. The attached Site Plan and
backup documentation identify the location and configuration of the new septic system
and the. parameters used in the design. Also identified on the plans are the location of
the well along with the test holes and the alternate absorption site. Existing drainage
patterns are shown and will not be altered by the development of the lot. 'We have
surveyed the area and the 'new system will not conflict with other wells or septic
systems in the area.
Substantial effort has been made on this tract to control both the surface and
subsurface drainage. Several french drains and ditches have been placed on the
property at the locations shown on the Site Plan. Groundwater observations over the
past two years indicate the drains are effective in keeping the water a minimum of 4'
below the bottom of the existing surface. The area for the septic system was previously
cleared and monitored carefully to determine groundwater intrusion. We are now
confident groundwater encroachment will not affect the new bottomless sand filter and
should provide a minimum of 6' of separation from the highest groundwater level.
Two test holes at the location of the new absorption bed indicate poorly graded sand
with varying degrees of silt. Percolation tests in the material indicated rates
approximating percolating at rates less than 1 minute per inch. The material underlying
the sand is a silty gravel which percolates closer to 50 minutes per inch. We are
therefore proposing to place a bottomless sand filter system on the lot at the location
shown. The absorption bed will be 12' wide and 30' long for a total absorption area of
360 square feet.
The ground surface on the lot slopes as shown on the attached Site Plan with grades
from east to west that flatten in the area of the proposed absorption bed. The new
absorption bed will be constructed on a fairly flat surface as much as possible in
conformance with Municipal requirements. Additional fill and grading-will be
Tract C, Block 2, Cinerama Terrace
June 28, 2001
Page Two .I
accomplished to '~ssure adequate coverage over the bed and surface drainage is away
from the new bed. The existing drainage pattern on the lot will not be affected during
development.
If the system is constructed in accordance with our design the following statements
apply:
The system, if constructed as designed, will have no adverse impact on the wells
in the area or thoSe to be constructed in the future.
The system, if constructed as designed, will. have no adverse impact on existing
septic systems in the area or those to be constructed in the future.
The system, if constructed as designed, will have no adverse impact on reserve
space, either surface or subsurface, on any lots located in the area.
The system, if constructed as designed, will have no adverse impact on drainage
patterns in the area. The current drainage pattern will be maintained.
Sincerely,
Michael E. Anderson, P.E.
Attachments
A ' ' .'--~ ,~ ~' ,.
?~.~ · '1~ ·
CE 4381 '~
PRO f
TRACT C, CINERAMA TERRACE SUBDIVISION
DESIGN FACTORS:
SYSTEM REQUIREMENTS:
6 Bedroom Home
Perc. Rate: <1 Min./Inch
Application Rate: 3 GPDISF
6 Bedrooms X 150 GPD*= 900 Gallons Per Day °
Bottomless Inter. Sand Filter
2,000 Gallon STEP Tank
2' Coarse Sa~d (See Spec.)
Air Sul~ply Line (Anch. Tank)
6" of 318" Pga Gravel
· 900 GPD/3 GPDISF 112 LF 0Nidth of Bed) = 25 LF Length of Bed
Therefore:' Construct a Bottomless Intermittent Sand Filter System 12' Wide X 30' Long.
Distri~)ution Piping to be Placed at 2.5 ~bove Origi.nal Ground Surface. Place 2" of
Insulation Over Bed to Prevent Frost Penetration and Freezing. B~cldill Over and Around
New System to Provide Sufficient Cover.
· NOTE:
"' : : "" 2" 'Direct Bury
~f DIN' ~f Insulation
pROFIEE ViEW
M~intain 6' Sepa~fion From Bedrock.'
Maintain 4' Separation From Groundwater.
Provide 3' of Cover or 2" Insulati6n and 2' Cover. -
Grade Surrounding Area to Drain Away.
BO]-FOMLESS SAND FILTER DETAIL
(NO SCALE)
Grade Area to Drain Away. ~. ~.... ..
,_,,..
TRACT. C, CINERAMA TERRACE SUBDIVISION
DESIGN FACTORS:
SYSTEM REQUIREMENTS:
6 Bedroom Home
Perc. Rate: <1. Min./Inch
Application Rate: 3 GPDISF
6 Bedrooms X 150 GPD = 900 Gallons Per Day
Bottomless Inter. Sand Filter
2,000 Gallon STEP Tank
2' Coarse Sand (See Spec.)
'Air Sui~ply Line (Anch. Tank)
6" of 318" P~a Gravel
900 GPDI3 GPDISF 112 LF (Width of Bed) = 25 LF Length of Bed
Therefore: Construct a Bottomless Intermittent Sand Filter System 12' Wide X 30' Long.
Distribution Piping to be Placed at2.5 t Above Original Ground Surface. Place 2" of
Insulation Over Bed to Prevent Frost Penetration and Freezing. B~ckflll Over and Around
New System to Provide Sufficient Cover. -
Ii. -~'- . ..... ~,' .
t~,: : ' ' ' '\' ' ' ' ' ' ' . : ,
'1 I~ .,,,,,,,,,,,,.. .%~,\1 ''
-:' "''" ' ' -~,~,'II '
/I IC =' '"'"',,,,, ,
= : I I I I I I I I I i I I i !~ '
./.
/ ' · ~ ~~~~~ - /
~~~ . ~.c-'~'-~/~'"'-"~~. ~~'~ ~'~~"'~ ·
'P~N ViEW
BOTFOMLESS SAND 'FILTER DETAIL ..
(NO SCALE)
NOTE:
Grade Area to Drain Away. . _~.~,~ ·
Maintain 6' Separation From Bedrock.
Maintain 4' SeParation From GroundWater. · ~" ..... "~'~
Provide 3' of Cover or 2" Insulation and 2' Cover.
-PERFORMED· FOR:
LEGAL I~ESCRIPTION:
1
2
5
8
9
12
15
16
17
18
19
2O
Municipality of Anchorage
Development Services Department
4700 South Bragaw Street Anchorage. AK 99519-6650
SOILS LOG - PERCOLATION TEST
Debi Cole
Township. Range, Section:.
SLOPE
W. AS GROUND WATER
ENCOUNTERED?
SITE PLAN
S
L
IF YES, AT WHAT O
DEPTH? p
E
~h ~ Warn* ~.
Reading Date Gros~ Net Depth to Net
Time Time Water ' 'Drop
COMMENTS
PERFORMED BY: .
ACCORDANCE WiTH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/85)
PERCOLATION RATE · I (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~'~ FTAND
THIS TEST WAS PERFORMED IN
Municipality of Anchorage
Development Services Department
4700 South Bragaw Street Anchorage, AK 99519-6650
SOILS LOG - PERCOLATION TEST
-.-" Debi
J~ERFORMED FOR:
LEGAL DESCRIPTION: '"'~' ~"i'
7
8
"9
11
Cole
~ ~e ' ~eeeee- · ~
~. ~ % gI~AEL L ~DERSON S.~ ~
-~I~/~'- · CE-4381....,'~
. .. ~,'z~ ...... ~ ,~
DATE PERFORMED' ~.~S~ _~ . .
' Township, Range, S~ion: "
WAS GROUND WATER · .y'
1:
ENCOUNTERED?
SLOPE SITE PLAN
S
,F,~. ATW.^T "- 7- ~' ~
DEPTH? p
E
__~._ ~w~~, ' ~/~,/~,
16
17
18
19
20
Reading Date Gross Net De~th to Net
Time T~me Water Drop
~:,9;~' 4-,(,,"/ ~..,,,~" . ,'?~
PERCOLATION RATE ~' / (minutes/inch) PERC HOLE DIAMETER ~;"
. TEST RUN BETWEEN ~'~ FT AND '" ' FT
PERFORMED BY: ,, I :ERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WiTH AU. STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-(X~ (Rev. 4/85)
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION AND MATERIAL SPECIFICATIONS
SUBJECT: TRACT C, CINERAMA TERRACE SUBDIVISION
r GENERAL:
-1.
The scope of this project includes the procurement and placement of a
new 2,000 gallon combination septic tank and lift station and pressure
distribution system. Work also includes the construction of a new 30'
long x 12' wide Bottomless Intermittent Sand Filter at the location
shown on the attached Site Plan. A minimum of 2' of coarse sand
meeting the specification from Anchorage Tank must be imported and
placed in the filter area. The 6" of pea gravel and distribution piping
must then be constructed atop the imported filter sand material in
conformance with specifications fumished by the supplier. The
distribution piping for the filter must be placed 2.5' above the original
ground surface at the area shown on the Site Plan to provide a
minimum of 4' separation to groundwater. All work must be completed
in stdct conformance with the manufacturer's requirements for
installation of the intermittent sand filter.
Construction shall be in accordance with the approved site plan,
design drawings, Municipal Permit with any special provisions or
conditions, and all applicable State and Municipal Wastewater
Disposal Regulations.
The Contractor shall be responsible for obtaining all underground utility
locates and for the layout of the septic system and verification of the
location of all lot lines.
Unless specifically agreed otherwise, the contractor shall be
responsible for final grading areas subsequently depressed from soil
settling. Property owner shall be responsible for revegetation of
affected areas unless specifically agreed otherwise.
Contractors installing wastewater disposal systems must be certified
by the Municipal Department of Health and Human Services for
system installations. Owners installing their own systems must receive
pdor approval from D.H.H.S. before beginning system installation.
SEPTIC TANK/LIFT STATION INSTALLATION
1. The 2,000 gallon septic tank/lift station must be constructed by a
certified tank manufacturer. Construction shall include an 18" manhole
to provide access to the lift station.
2. The septic tank shall be sufficiently bedded to prevent settling or
shifting of the tank.'
3. All standpipes on the septic tank shall extend a minimum of 12 inches
above final grade.
4. Tanks installed without 4' of cover shall have a minimum of 2" of direct
burial insulation.
'~ract C, Cinerama Terrace
June 27, 2001
Page 2 of 3
A foundation cleanout shall be installed one to four feet from the
building foundation. Two cleanouts are required between the tank and
the drainfield.
Final grading over the tank/lift station shall be such that a positive
slope exists away from the septic tank.
ABSORPTION BED CONSTRUCTION:
1. The absorption bed shall be constructed to the dimensions shown on
the design, The bottom of the bed shall be within 2" of level.
Distribution piping must be placed level with perforations down atop a
level bed of drainfield rock. Rock should then be placed over the pipe
to provide a minimum of 2" of cover.
3. A silt barrier or geotextile fabric must be placed between the drainfield
rock and the natural soil backfill.
4. Monitor tubes must be 4" in diameter and installed at the locations
shown on the design. The portion below ground must be perforated.
Contractor shall vedfy the septic tank and drainfleld are a minimum
100' away from any private water wells in the area, 150' from a Class
"C" Well or 200' from any community well.
o
Direct bury insulation must be placed over the distribution system if
less than 3' of backfill depth is available. Finish grade over the trench
must be mounded to prevent settlement or depressions.
7. Grade area surrounding the absorption trenches to drain away.
A minimum 2' of accepting soil is required below the drainfield rock for
a 5' wide trench. Contractor shall redly this condition prior to
placement of the rock. All pockets of unacceptable materials must be
removed and replaced.
MATERIAL SPECIFICATIONS:
The lift station must be constructed by a Municipally approved septic
tank manufacturer. An Orenco 20 OSI 05 HHF-5 pump is
recommended. Anchorage Tank is a recommended supplier for the
materials required for this project.
2. The following pipe materials are approved for use in septic system
installations in the Municipality of Anchorage:
Cast Iron (perforated and solid), ASTM D3034 or P.V.C. (perforated
and solid), ASTM F810 or H.D.P.E. (perforated, but not solid) and
ASTM D2662 or A.B.S. (perforated and solid).
2. Insulation shall be at least 2" thick extruded direct burial polystyrene
(Dow Chemical Co. Styrofoam HI or equal).
Tract C, Cinerama Terrace
June 27, 2001
· Page 3 of 3
3. Septic tank inlets and outlets shall be fitted with watertight couplings
(Caulder, Fernco, or equal).
4..A permeable geotextile fabric (Typar, Mirafi or equal) must be installed
between the final drain rock layer and the native soil layer.
5. All drain rock shall be .5" to 2.5" in diameter with less than 3% passing
the #200 sieve.
EQUIPMENT SPECIFICATIONS:
Air Supply Line shall be a Wasteflow Er~itterline, %" .inside diameter
from Anchorage Tank. Line shall be insulated with.%" foam pipe wrap
inside a 2" Schedule 40 PVC Jacket buried a minimum 3' below the
surface.
Air Compressor shall be a Thomas Industries Model 5070 as supplied
by Anchorage Tank. Compressor shall be located in the garage or
crawIspace.
A pressure gauge calibrated from 0 to 10 PSI shall be fumished and
installed in line with the air line. The gauge shall be mounted in an
area which provides easy viewing and is seen on a regular basis such
as the entrance to the home.
Material for Filter Sand must meet the following gradation:
50% or More Passing the No. 4 Sieve
2% or Less Passing the No. 100 Sieve
1% or Less Passing the No. 200 Sieve
INSPECTIONS:
A minimum of two inspections are required by Municipal Ordinance.
These inspections must be conducted under the supervision of a
professional engineer registered in the State of Alaska. The first
inspection must be conducted after the excavation of trenches, beds or
pits and before the installation of any gravel. A septic tank may be set in
place, but may not be backfilled.
The second inspection must be conducted after the placement of the
geotextile fabric, gravel, distribution piping, standpipes, cleanouts and
insulation. No backfill should be in place at the time of inspection.
Contractor shall provide a copy of all field survey layout and construction
notes for use in preparing the certified as-built of the completed system.
MEMORANDUM
DATE: July 17, 2001
TO:
FROM:
Jim Cross, P.E.
Mike Anderson, P.E.
SUBJECT:
Tract C, Cinerama Terrace Subdivision
Septic System Design Revision
We have reviewed your comments and revi§ed the septic system design for the subject
lot accordingly. The dimensions from the lot line have been added along with the
extension of one of the monitor tubes to the bottom of the sand layer in the absorption
bed. We have also deleted reference to DHHS on the Soils Log-Percolation Test
Sheets and added Development Services Department. Please review the attached
design revisions and advise if further information is required to issue the construction
permit for the septic system on this lot.
E]
MuniciPality Of Anchorage ·
Development Services Department-
Building safety Division ~ .
On-'Site water and Wastewater Program
i ~ 4700 South Bragaw St.
.P.O. BOX196650 Anchorage, AK 99519-6650
.. ,. www.ci.anchOrage.ak.'us ,. ~
'~ i(907) 343-7904 ~
oN'SITE SEWER/VVEiL, SUBMITTAL COMMENT sHEET
,.~ve' : ~ ,, . ,
To: M Anderson :: · i -:
iptio .... ~ ~Ira C :
Legal des91; n: cinerama Terrace Subdivision ct
The attached paperwOrk has'been reviewed and iS belng returned for the folloWing reasons:
I'--I O iginal signature or stamp misSing on~ '-.~ ~ . . .~,
r'-I Calcuiation error in design. ~' ~ i i'
[--I. -Additional soils or percolation infoi'matic~n 'needed. r'
I-"1 Water:m0nitofing results inadequate. ;' ~ ' '
I~] Discrepancy in information submitted.. FXtend one'm°nitoring tube to bottore:of Sand layer,
r'-I ToPographic information miSsin~l or'inadeqUate.:, ~_..~_
'l~ Incomplete; miSsing' ShoW dimensions fr~m ProPerty line to PropoSed tank and field.~
i['-] Additional adequacy test information no,ded. _.;_~ .....
Water :sample unacceptable ". ~ .
[-] MeaSUred distances t° sewem/Wells, Cu"rtain drains Or streams'within 200 ft. of'system missing.
Replacement diSposal site not shOwn and/or tested.'
Locations of ali soils, perC°latior~' and wbter monitoring tests not shown.
PropoSed system too deep for Soils information Submitted.
Well l required.' ' r~ ' . ~ ~
~ Discrepancy. , in number of bed'rOoms. ' i .:
Other. :Change all DHHS references to 'DSD.' i *, ,
Name of reViewer: Jim Cross :" '! ' . ,,: Date: 7/13/01 -
' upply th ' 'info atio q
Please s e necessary rm n and re-submit your re uest.
' ~ .... LEA VE 'THIS FORM ATTACHED TO ~THE PAPERWORK
Municipality o. fAnchorage "'
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.a.nchorage,ak.us
(907) 343-7904
CEi~'TiFiCATE'OF [ IEALTH AUTHORi i '~' ' ~r. rr~uvAL:'" ':'""'"' ' ' '
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 020-ii5-05
GENERAL INFORMATION
Complete legal description Tract C, C'inerama Terrace Subdivision
Location (site address or directions) . Kin,q's Way Drive
Expiration Date:_ L/_ -
Current Property owner(s)
Mailing address '
l'ending agency
Mailing address
Deb! Cole
4406 Forest Road
'Day phone 248-346~
AnchoraRe~ AK 99517
.' Day phone
Real Estate Agent
. . ..,.. M,...ailin..g Address
'..,Unless otherwise r~quested, HAA will be held by DSD for pickup.
'2;' NUMBER OF BEDROOMS: . Six ('6i
3. ' TYpE OF WATER SUPPLY:
. Individual Well []
Individual Water Storage []
Community Clas's,. Well []
Public Water System []
Day phone
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
Individual Holding tank
.Community On-site
Public Sewer
The Municipality of Anchorage Development Services Department (DSD) Issues Cedificates of Health Authority
Approval (HAA) based'only upon the representations given in paragraph 5 by an independent professional civil
engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of
title (except between spouses) for propedies served by a single family on-site wastewater disposal and/or water
supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are
valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with
new water sample results less than 30 days old. (Cedificates may be reissued for a period of up to one year with
valid water samples.) Certificates are valid for one year for propedies 'served by Class A or B wells or a public water
.system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's
work.
: ; Mumc]pahty of Anchorage · ,
:.; .': ' Developmen; Services Department'i! ·
~~' ~ ,- ~ .~: : ~, .'. On-Site Wate~ & Wastewater Program '~' ::: '
~.; -~ :;~' ~: "j~ ~/ .~ ':.' ~ ~'' 4700 South Bragaw St. ~ , ~: ,.
' .: ~.:~: ' :, :- ~ :~ :*P.O. Bo~ 196650 ~Anchorage, AK 99519-6650 ~ ::
[ HEA'LTH:AUTHORITYAPP OVAL CHECklIST
Legal De~bription: ~ TractlC,'cinerama Teir~c'e Subdivision: ':: .;~:P~rcei ID: 020-115-05
'WELL DATA. '. .... i! .... , . ,' ~ ' .... ~
...... ; , .~ . . . : . '~ . ',.. ..
.W,ell type, Private ' . "i1 ',~ If A, B, or C prov,de PWSID # ,~,' .... Wel Log (Y/N) Y
Date completed .7/27/2001 I,: . Sanita s~ai YIN Y ' i' ' Wires rO ' ? V ~i'ni~_c. fcwl/¥1~ ¥
......... ry .( )_. · .. p peri ................ '
t ' ; ' .- ' l. , . ' . ] .I .:. ,. ' , . :.~ ......
Totaldepth 127'fl.';' : :ii'l: 'Casedto !20',ft "i ::=::.i
'~:' . '~ .... ,,~; ~ FROM WELL LOG ~ ;. ~ ~ .!~: ;'ATINSPECTI0~
" '" · .'- ~ ~' : iJ .... . ¢ , ~. : ; . ' :': ' ' ,:~ :~ :
. Date of test ........r u?,'7/27/2001 .'..:::.: .: ;.; ..~,: · ',., ';
Stabc water level :. , .' :d:~.. 8::"-. ,..~ ft. - :.,.' . "
,, ', . ',~ ;,, r ~ . ~ ,:' . ~ '. ,; ~ .;' : '~ .
Well proUuct on ,,:', :~-,~ 6: ' .... ~:~oom ';'-,'~' :'- ' ' ' ''',: ~,'; ' ~'---
,~[ . '.,: ' . . ,~ , ~ ,,, , ,, . , . : ~. ,~: , ~ F
WATER SAMPLE RESULTS':" '~ ' ' ,' ] ' ,' ', ~ '"' ;
Colform '0 · colonie~/100,ml ~ :.,Ntrate[',163~ ~.1 '::
, ~ ' , ' · '' ~, · , ' - ' V[IlCl Dd~[~l a U '6OI0~ eSl]UU mi
,. . , ..... i ..1 ....... ~,~'. , .,',.
Date of sample: ',12/22/2003. ', Collectedby'?"MEA':¢, ~', ; ' '" :; ~' : :' '
SEPTICIHOLDINGTANKDATA::: :.: '' .~ : : :.i..'::'::~:
TS~,~ Typ~4~ateria! i SeP?6/~teel; Advant&x''-; - ;: i. ': :,'::[ ',, } ':: :Dat& i'~st~ime~ii/18/2°02
Tank sze 3,000 gal. ~J ,i.Number ofComoadments 2 ' '
:~ . ,.. :.,: ,' ;J::.., .... {,~, ~.~ ,, ~:, :. .,.. ,,. ~., ,, ~,,., .......
Fou~,dahon ~lean0u~ (WN) ~,~ -. Depression over tank (Y/N): N ' ~'~ -; 'Hig~ wate'r alarm (Y/N) Y
· i~' .... ~" ~' , '~.' '~ ' ' ;1; .. "',' ~ ~" ~:" ='~ r',: ; · , ~ .... , , ~ .........
' .: · - ~, ~ .,,,. * ~ , . ' r ~, ] ~ , , L' ',,,, ,,, ~ ; * * ,-' ,- ,, ~; '
Dateofpu.~pmg' ,: ,, ,: ,t,-~., ~ , Pumper~NewConstruction,;]' ',:,~,~:¢!q:.} ,
i. . ;:~ ', :.',,: '.:. ,,i:~..~ :r' ':'
ABSORPTION FIELD DATAi' ~ .~' . . ', :~. [... d.,.i,jL.,~.
· - ~ ,t " : ' :" ' ,'';' '1: ~"
"~ . :Ip. ' ' ;- : ;~ ~ ' i. , - ~ ~ ; "
'Dateinstale'd11/15/2002;~ =~' ',· .',~ .... ' '.: ". ',i .... ' , : ~: ,' :'. .; ':" , .... 2 -2 ....
~GPD/SF . , , : :,, ,r ~ ~ ..System type Shallow Bed
.Length 60'~: ~:,-.' ~,ft. 1'~!,'. :', W'dt~:!5~' : [' .:~"q ;: ft.:'":' Gravel beloW pipe .5 ., ft
~ ' ,.t ; , :l '.' , ' ; , . , ' - ~ .I ~ ~'., . · , '~ ·
:Total,deptg2.$ft., ~ ~ ~,, Eff. absorpt~onareaOOOft ;, ~-'MontorngtubeY, DepresSim overfield ~ '
Date of adequacy test ~!~:: :: ' f .... Results ('Pass/Fa
. , , - · _ ) ........ ~ ., For bedrooms
~¢" : " ' "' I - ~' ' 'i :~ ' : " ' ~"' " I ' ' ": '
Flu d depth in absorpt on field before test ' ~ ~ n "' Water adde~ "' ~ .... : ........... '
ElapsedT~me.. , m~n.~ ,: .FJnalfluddepth , ~n , ,J,., ;~ ,Absorotionrate'>= nnd
Any ~ujuven~t~on treatment tp;ist ] 2 mo.) (y/N & lype~ ¢, .N.-,, .,... · ' :-:.- ;t.
~ ,, , r, ~ ,, , : ~ , , ~ = ~. .
lZ-Z3-03 §5:Z~P~ FR0~A-CT&E ESI, S~S ENV SERVICES §0Z5615301 T-g3? P.0Z/02 F-761
..... SGS.
SGS Rel'.~
Client Name
Project Name~
Client Sample ID
Matriz
1038046001
Anderson Engineering
Tract C, Cinerama
T~'aet C, Cinerama
Drinking Water
All Dates/Times are Alaska Standard Time
Printed Date/Time 12/23/2003 16:20
Collected DatetTime 12/22/2003 11:30
Received Date/Time 12/22/2003 12:03
Technical Director .~ Steph?/~.£de
Sample Remarks:
Allowabl~ Pt ,--p Annie, sis
Parameter Results PQL Units Mcthcxl Container ID Limits Date Date Init
Waters Department
Nilrate-N 1.63 0.100 mg/L EPA 300.0 B (<=10} 12/22/03 JiB
- I'REI,IMINAI~.Y -
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
MEMORANDUM OF UNDERSTANDING
BETWEEN MUNICIPALITY OF ANCHORAGE
AND bi Co le
THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this ~
day of ~'f~:zto20h~, by and between [9[-~1 ~ , herein the
"OWNER," 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 WASTEWATER TREATMENT SYSTEMS.
Municipality grants
permission to Owner to utilize and operate an Advanced Wastewater Treatment System
(AWWTS), described as
Anchorage, Alaska.
2. Definitions.
A.
t/ct v~ 'Jf-eg located at
Be
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 eonstruetion permit and design. Prior to
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
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
4. Term. The term of this Memorandum of Understanding shall be for the life of the
AWWTS. 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 froTM the Municipality. ..
6. Maintenance 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)
adjustment(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 AWWTS 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
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 shill 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 shill not invalidate the remaining provisions of the
MUNICIPALITY:
By:
Title:
Date:
Memorandum of Understanding.
OWNER:..
By: ~/~ ~
Date: /Z' 2.~' 03
STATE OF ALASKA )
JUDICIAL DISTRICT )
~i ~RDreazoimz instrument was acknowledged before me this~ day of~, 20~, by
\1 ~0 h 15 (¥ff)~ ff , the ~_I~ ~ . of [['~9.~'~d_, on behalf of
Municipality of Anchorage. ' ,4 ~ ~
~;:.q~.., ~,~ Page 5 of 5