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HomeMy WebLinkAboutT13N R3W SEC 22 LT 28
T13N
R3W SEC 22
Lot 28
#006-312-09
E. 24TH AVENUE
GL
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DETAIL: HOUSE FOOTPRINT
SCALE: 1"=20"
Taylor L. Dosch
No. 189892
R
E
GISTEREDPROFESSIO N A L L A N D S URVEYOR
Municipality of Anchorage
On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 2
ON -SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP221380
PID Number: 006-312-09
Dwelling: RE Single Family (SF)
El with ADU El Duplex (D) F] Two Single Family Project: R New OR Upgrade
Name
GORDON J SPIDLE
ABSORPTION FIELD
El Deep Trench RE Wide Trench FJ Bed El Mound
Site Address
2320 GLACIER STREET
El Other
Phone
Number of Bedrooms
Soil Rating
I Total depth from original grade
5
1.0 GPD/SFJ
4.2-5.0* Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
3.7-4.5* Ft,
Gravel depth beneath pipe
0.5 Ft.
Subdivision
Block Lot
Fill added above original grade
0-0.9 Ft.
Gravel length
3 @ 50 Ft.
Township Range Section
T1 3N R3W SEC 22 LT 28
Gravel width
5.0 Ft.
Beds: Number of Lines
NA
Distance between lines
NA Ft.
SEPARATION
DISTANCES
To
Septic
Absorption
Lift Station
Holding Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank Line
750 Ft2
3
6 Ft.
Well
100'+
100'+
NA
NA 25'+
TANK 9 Septic El S.T.E.P. 171 Holding El Other
Manufacturer
ANCHORAGE TANK
Capacity
1500 Gal.
Surface Water
100'+
100'+
NA
NA
Material
STEEL
Number of compartments
2
Lot Line
5'+
10'+
NA
NA NA
Foundation
10'+
10'+
NA
NA
LIFT STATION
Manufacturer
Capacity
Remarks *Monitor tubes do not extend to bottom of effective
Gal.
(See COSA & Record Drawing)
Alarm location
Electrical installed by
PIPE MATERIAL House to tank 3034 Tank to 3034
drainfield
Installer
—
CIC General
Draiiifield 3034 CO/MT3034
Inspector PES
BENCH MARK (Assumed elevation) 195.0 ft
Inspdates:ection 15t 8/31/22
nd 10/14/22
Location and description
3rd 10/17/22
2
41' 10/18/22
1 See Site Plan, Edge of Concrete Step
ON -SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
OF• A/_,qk��
Conditional Approval:
Date
Aw
If -
'A
AW,
49 TH
A
......... ;W1
e,,,/e n Flcir)norie
'V149
Septic System
Approved A
Date 6,11
CE
a 611el2ozy
v V
Note: this approval does not include well permit requirements.
(Rev 05/02/18)
PROFILE
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/-- '
MUNICIPALITY OF ANCHORAGE.
On -Site Water & Wastewater Program
PVBox 190G5n 47OUElmore Road
Anchorage, Alaska S9518-8n5O Phone: -7804 Fax: (oO7)a4a'7S87
On -Site Wastewater Disposal System Permit
Permit Number: OGP221380
Work Type: Septic Upgrade
Tax Code Number: 00631209800
Site Legal Address: T13NR3VVSEC 22LT 28 G: 1537
Site Mailing Address: 232OGLACIER ST, Anchorage
Owner: SPIDLE GORDON J
Design Engineer: PANNONEENGINEERING SERVICES
This permit |ofor the construction of:
Z Disposal Field Z Septic Tank 0Holding Tank [] Privy
Effective Date:
Expiration Date:
1O/4/2822
10/4/2023
Lot Size inGqFt: 88551
Total Bedrooms: 5
nPhvate Well [] Water Storage
~All construction shalt beinaccordance 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) iopoaa|Regu|ationa(18AAC72)andDdnhingVaterRegu|aUone/1BV\[8O>
3. The wastewater code requires inspections during the installation. The engineer shall notify
the Development t
Services Department per AMC 15.65.Provide notification bycalling (SO7)343-7Q04(24/'.4. From October 16toApril 15, a subsurface soil absorption ayohom under construction during freezing weather r
shall beeither:
e. Opened and Closed onthe same day, or
b. Covered, sealed, and heated to prevent freezing
Received By:
Issued By:
Date
MUNICIPALITY OF ANCHORAGE
Community Development Department Phone: 907-343-7904
Development Services Division QP Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 006-312-0q
Property owner(s) Gordan Spidle
Mailing address
Site address 23M Glacier Street Anchorage AK 99504
Legal description (Sub'd., Block & Lot) TI 3N R3W SEC 22
Legal description (Township, Range & Section)
Lot Size 58,551 Sq. Ft. Number of Bedrooms
Day phone
L t 28
5
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
❑X
Initial ❑
Single Family (SF) X❑
(w/wo ADU)
Septic Tank
Q
Upgrade rx-1
(D) El
Holding Tank
❑
RenewalDuplex
❑
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION
INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: 5-95- Waiver Fees:
Date of Payment: 9 % 2 'V;.;2' Date of Payment:
Receipt Number: 0(1 42 2 Q Receipt Ni imber-
Permit No. d5 ioa. 91,3 26 Waiver No.
Permit App_-'-:• ._..:c
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221380, Curtis Townsend, 10/04/22
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GR?'- FR ANCHORAGE AREA Bf UGH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME
LOCATION
MAILING ADDRESS ~3~'~/'~ ~/~:~ ~7~, PHONE
LEGAL DESCRIPTION ~/0 7'~-~-q;~.. ~-~ ~.~.
SEPTIC TANK:
DISTANCE
FROM WELL /~
INSIDE LENGTH
MANUFACTURER
MATERIAL
NUMBER OF
COMPARTMENTS
INSIDE WIDTH ~ LIQUID DEPTH ~ LIQUID CAPACITY /,,.~O"1~) GALLONS.
SEEPAGE PIT:
NUMBER OF PITS ~ DIAMETER -- OR WlDTH~$ ~ geNGTHr~ , DEPTH
LINING MATERIAL~'~fN~vT~g/g CRIB SIZE: DIAMETER ~DEPTH ¢~ DISTANCE FROM: WELL
~_ TOTAL EFFECTIVE
BUILDING FOUNDATION ~-~"/*, NEAREST LOT LINE r~ . ABSORPTION AREA (WALL AREA) ~'~ ~/'
ADDITIONAL ABSORPTION N//~I
SQ. FT.
WELL:
TYPE ~"~.~1//~,0 CONSTRUCTION DEPTH DISTANCE FROM:
BUILDING NEAREST NEAREST SEPTIC SEEPAGE
FOUNDATION __ LOT LINE SEWER LINE TANK SYSTEM
CESSPOOL OTHER SOURCES
APPROVED DISAPPROVED REMARKS
DISTANCES:
INSTALLED BY:
PIPE MATERIAL:
9u- T~,~'~,
LOt SLOPE:
REMARKS:
DIAGRAM Of SYSTEM
G.A.A.B. J.
Form No. LQ-031
grEATER ANCHORAGE AREA BOROUgh
PErmiT NO/.© ~
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
NAME OF APPLICANT ~)~/~-0
INSTALLAT[ON LOCATION
LEGAL DESCRIPT[ON ~ ~ E~C' ~2I ~/~
INSTALLATION OF: SEPTIC TANK K SEEPAGE P~T
TYPE AND SIZE OF FACiliTY TO BE SERVED
FINANCED THROUGH
DRAIN FIELD
TO BE INSTALLED BY
COMPLETION DATE ANTICIPATED
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. /'~/~/~'/u///.~ ~/~ ~'~.
SEPTIC TANK SIZE /2~P~~4''' TYPE
SEPTIC TANK TO SEEPAGE PIT WALL
SEPTIC TANK , SEEPAGE PIT
TO NEAREST LOT LINE.
~VELL *o SEP*~C TA~,~ / ~ j
DRAIN FIELD
SEEPAGE AREA SIZE
DRAIN FIELD
, SEEPAGE Pit / 0--~ /
ALSO CONSIDER AREA WELLS.
WATER MAIN TO SEPTIC TANK , SEEPAGE
DRAIN FIELD
/
SEPTIC TANK,
SEEPAGE PIT / ~ /
DRAIN FIELD
TO ~IVER, LAKE. STREA~.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH Airtight REMOVABLE CAPS.
CONFORM TO BOROUGH REGULATIONS REGARDING iNSTALLATION.
TYPE
I CERTIFY THAT ]AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
ACCORDANCE WITH SAID CODE.
DATE /~ ~/~ APPLICANT'S SIGNATURE ....
Russell Oyster
694-2774
Civil Engineering
Soils 8' Foundations
. ¢GINEERING ,9. DEVELOPMENT CO.
BOX 90, Davis St., Eagle River, Alaska 99577 ' , k. kX/~/(i_~
694-2774 or 333-5240 ' ' ~ '"
~ Surveying
L~;~/~0[~.~ ' ~, ~., Land Development
SOIL
Performed for: Name: ~\%~ ~'2~,_~
Mailing Address: '~, ~_~-~'
Legal Description: ~ '~J
Depth (feet)
Soil Characteristics
4
5
6
11
12
Ground Water Encountered: Yes
Proposed Installation: Seepage Pit__
Comments:
Performed by: ~%~¢.~ (-L~ ~.~)~ Date: '~-<~ ~' "2~i'
Drain Field
__ No ~ If yes, what depth
20' Se we
20' Utilit
mil-...
Glacier Street
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33'
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MUNICIPALITY OF ANCHORAGE
Development Services Department �� Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval
Parcel I.D. 006-312-09
Legal description T13N R3W SEC 22 LT 28
Site address 2320 GLACIER ST Anchorage AK
Current property owner(s) SPIDLE
Expiration Date: 8/31 /2024
X The On -site system(s) is/are approved for 5 bedrooms
Conditional approval for bedrooms, with the following stipulations:
Comments or advisories:
Original Certificate Date: 6/18/2024
This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject
system(s) is/are in substantial compliance with municipal code. The Municipality of
Anchorage, Development Services Department (DSD) issues COSAs based upon
representations provided by an independent professional engineer. The Municipality of
Anchorage is not responsible for errors or omissions in the professional engineer's work.
ATTACHMENTS:
COSA Checklist X Well Flow Advisory _
Absorption Field Advisory Nitrate Advisory X
Tank Age Advisory Arsenic Advisory _
Other
COSA Approval June 2022
MUNICIPALITY OF
Development Services Department
On -Site Water & Wastewater Section
ANCHORAGE RV51e)
Phone: 907-343-7904
Fax: 907-343-7997
Certificate of On -Site Systems Approval Application
1. GENERAL INFORMATION
Parcel I.D. 006-312-09
Complete legal description
T1 3N R3W Sec22 L28
Location (site address) 2320 Glacier St
Current property owner(s) Gordon Spidle
2. ON -SITE SYSTEMS SIZED FOR 5 BEDROOMS
Day phone
3. TYPE OF WATER SUPPLY: ❑ Private Well R Private Well serving 2 dwelling units
❑ Private Well serving 3+ dwelling units F1 Community Well or Public
F-1 Water Storage
4. TYPE OF WASTEWATER DISPOSAL: � Private Septic F1 Private Septic serving 2 dwelling units
R Holding Tank F] Community Septic or Public Sewer
5. SEPTIC TANK: 01 Steel E] Plastic F-1 Concrete ❑ Fiberglass
Age 2 - See advisory if steel older than 20 years
6. ABSORPTION FIELD: R AWWTS R Bed E] Deep Trench MR Wide Trench El Seepage Pit
Waiver request for:
Expedited review requested: Fj
Distance:
By applying for this entitlement, this property is subject to inspection by municipal On -site staff
to verify the accuracy of the information provided.
COSA Fee $ 'ZeO
Date of Payment
COSA # 05c,
Waiver Fee $
Date of Payment
Waiver #
COSA Applicationjune 2022
COSA Checklist_June 2022
COSA Checklist
Legal Description: Parcel ID:
If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____
A. WELL DATA
Well log is filed with Onsite (or attached)
Date drilled Total depth ft
Cased to ft
Sanitary seal is functioning correctly
Wires are properly protected
Casing height (above ground) in.
Date of flow test for COSA
Static water level at beginning of test ft.
Well production at time of test gpm
Water storage tank volume gallons
Well disinfected for coliform test? Yes No
Coliform bacteria is Negative
Nitrate mg/L Nitrate less than MRL (ND)
Arsenic ug/L Arsenic less than MRL (ND)
Collected by
Date
Comments __________________________________________________________________________________
B. TANK DATA
Measured operating fluid level in septic tank
Date of pumping
Required maintenance completed, if AWWTS
Comments:
C. LIFT STATION
Required maintenance completed
Age of lift station years
Lift station material
Comments:
D. ABSORPTION FIELD DATA
Which system tested (date installed)
ALL standpipes present per record drawing
Total measured depth from grade ft (max)
Measured depth to pipe invert from grade ft (min)
N/A – pressurized field.
Per record drawings, field is insulated.
Monitor tubes go to bottom of effective.
If not, state depth into effective
Presoaked required if
(Required if house vacant or field not used for more
than 30 days prior to date of test)
Gallons introduced gallons date
Any rejuvenation treatment (past 12 months)
If yes, enter date
Adequacy test date
Results Pass
Fluid depth prior to test in
Water added gal
New fluid depth in
Elapsed time min
Final fluid depth in
Absorption rate gpd
FIELD STATUS – POST RECOVERY
Effective depth (per record drawings) in
Effective depth used in
Effective depth remaining in
Comments/Deficiencies:
COSA Checklist_June 2022
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well on lot)
Septic Tank/Lift Station on Lot > 100’
Yes if No ft
Neighboring Tank > 100’ Yes if No ft
Absorption Field on Lot > 100’ Yes if No ft
Neighboring Absorption Fields > 100’
Yes if No ft
Community Sewer Main > 75’ Yes if No ft
Community Sewer Manhole/Cleanout > 100’
Yes if No ft
Private Sewer/Septic Line > 25’ Yes if No ft
Holding Tank > 100’ Yes if No ft
Animal Containment > 50’ Yes if No ft
Manure/Animal Excreta Storage > 100’
Yes if No ft
N/A – Served by Community Well (not on lot) or Public Water
From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required)
Building Foundations > 10’ Yes if No ft
Tank to Property Line > 5’ Yes if No ft
Field to Property Line > 10’ Yes if No ft
Water Main > 10’ Yes if No ft
Water Service Line > 10’ Yes if No ft
Surface Water > 100’ Yes if No ft
Wells on Adjacent Lots:
Private Wells > 100’ Yes if No ft
Community Wells > 200’ Yes if No ft
If tank or field is under driveway comment below
F.ENGINEER’S COMMENTS
G.CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on
procedures outlined in the Certificate of On-Site Systems Approval Guidelines, indicates that the on-site water supply
and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances,
and regulations in effect at the time of installation, unless noted otherwise.
In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in
accordance with ADEC & MOA guidelines and regulations. The reported results describe the performance of the system
under the conditions encountered at the time of the test, and separation distances measured to readily identifiable
features. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that
may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside
the control of the evaluator of this system. All systems eventually fail, and satisfactory test results do not guarantee future
performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore, we
cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this
report is for the sole benefit of the owner listed above.
Name of Firm
Phone
Engineer’s Printed Name
Date
MUNICIPALITY -OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT � '� i 907-343-7904
1
On -Site Water and Wastewater Section Fax: 343-7997
www.muni.org/onsite � /�
Nitrate Advisory
Certificate of On -Site Systems Approval # OSC241173
Subdivision: T13N R3W SEC 22, Block: , Lot: 28
A water sample revealed a nitrate concentration of 6.235 milligrams per liter
(mg/L). The Environmental Protection Agency (EPA) has established a maximum
contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While
private wells are not subject to this regulation, EPA standards are based on existing
health information and can therefore be used to gauge the relative quality of water
from private wells. Since nitrates are known to slowly increase, we recommend
you monitor the water quality. Please see the attached "Nitrate Fact Sheet" for
important information regarding nitrate.
This advisory must be attached to all copies of the subject Certificate of On -Site
Systems Approval.
Nitrate Fact Sheet
From Northern Testing Laboratories, Inc.
Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate
is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells.
SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of
ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the
oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners,
food solids, and bacterial cells. It may also result from the breakdown of organic matter buried in the soil.
TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years, but is
associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of
young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood
stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry
oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the
concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered
from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization.
TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home
water treatment systems such as softening or iron filtration does not readily remove nitrate. The best
method for limiting nitrate in well water is source control. This can include avoiding overdosing of
fertilizer near the well and maintaining good separation distances between septic tank leach fields and
the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged
ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate.
TESTING: Nitrate analysis is usually done by one of the several "wet chemical" methods using a
spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect
the activity of nitrate in water. This laboratory uses several different wet chemical methods approved
under the public water supply laboratory certification program. They also have test kits available, which
the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can
monitor the change in nitrate levels from their well. They recommend comparing the test kit results
against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend
using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples.