HomeMy WebLinkAboutCALAIS BLK 2 LT 8Onsite File
Calais
Block 2
Lot 8
#009-035-05
j a r
L F
TONY KNOWLES, GOVERNOR
DEPT. OF ENVIRONMENTAL CONSERVATION
DIVISION OF ENVIRONMENTAL HEALTH /
DRINKING WATER AND WASTEWATER PROGRAM
555 CORDOVA STREET
ANCHORAGE, ALASKA 99501
September 21, 2001
Tobben Spurkland
203 West 15(1 Avenue, Suite 203
Anchorage, Alaska 99501
Telephone: (907) 269-7519
Fax: (907) 269-7650
Re: Lot 8, Block 2, Calais Subdivision, Class C Public Water System Registration and Waiver of existing
conditions, Public Water System Identification number (PWSID 11218648), ADEC Project # 1426
Dear Mr. Spurkland:
-This is in response to the plans and information received in this office on August 7, 2001. I have reviewed
the Class C Public Water System Registration form and your waiver request for an existing community
sewer line and manhole.
Waiver Review
It appear that the community wastewater collection line and a manhole were installed in 1962 and the well
was drilled in 1964. Your request to obtain approval for a Class C public water system has required a
waiver review of the site conditions.
The waiver requests are as follows:
• A 24 foot waiver from the existing Class C public water system source well on Lot 8, Block
2, Calais Subdivision to the community sewer line.
• A 95 foot waiver from the existing Class C public water system source well on Lot 8, Block
2, Calais Subdivision to the
community manhole.
I have completed my review of the files on this property and the information that you have submitted on
this project. Based on the existing soils conditions, the submitted test results are satisfactory for total
coliform bacteria and nitrate (as nitrogen), it appears the two waivers are reasonable. Therefore, in
accordance with the State Drinking Water Regulations (18 AAC 80.020(c) & (d)), the following waivers
are granted:
• The separation distance between the Class C public water system source well (PWSID #
218648) located on Lot 8, Block 2, Calais Subdivision to the existing community sewer line
has been waived from 100 feet to 24 feet.
• The separation distance between the new Class C public water system source well (PWSID
# 218648) located on Lot 8, Block 2, Calais Subdivision to the existing community
wastewater manhole has been waived from 150 feet to 95 feet. '
The distances noted in the waivers are from your submittal. It appears that these distances are from the
nearest edge of the existing well casing to the nearest edge of either the existing community sewer manhole
or the wastewater collection line. If either the existing community sewer manhole or the wastewater
collection line fails or if contamination can be traced back to either of them, the waivers will be invalid.
Public Water System
It appears that'the drinking water system has been designed in accordance with State Drinking Water
Regulations and guidance. Therefore, in accordance with State Drinking Water Regulations (18 AAC
80.200(a)), Class C Public Water System registration is granted. The signed registration form constituting
this approval, is enclosed. '
This approval does not imply the granting of additional authorizations, nor obligate any state, federal or
local regulatory body to grant required authorizations.
All future correspondence and sampling should include the Public Water System Identification number
(PWSID # 218648). If you have any question please do not hesitate to contact me at 269-7519.
WRR/Ib
Enclosures: As stated
cc: Thomas Tiley, ADEC, EH, DW/WW
Respectfully,
William R. Rieth, P.E.
Environmental Engineer
Municipality of Anchorage f, ' ,
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// On-Site Water and Wastewater Programa ���� �;.1 i
(907) 343 7904 1 : .4 '''''''''07.
Certificate of On-Site Systems Approval a6 s `/
Parcel I.D. 009-035-05 Expiration Date: l -2_--2-a-{ 7
1. GENERAL INFORMATION
Complete legal description Calais Block 2 Lot 8
Location (site address) 309 W. 31st. Ave.
Current Property owner(s) William Colburn Day phone
Mailing address 3100 Eide St. Anchorage, AK 99503
Real Estate Agent Day phone
2. TYPE OF DWELLING:
[7] Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well E=1 Individual ❑
Individual Water Storage ❑ Holding Tank ❑
Community Class Well ❑ Community ❑
Public Water System ❑ Public Sewer ID
WaiverNariance request for: Distance:
il
Received b : ��_ 1.L/ h.,_ _! _ _ Date: g/2J//7
COSA to be released to the engineer, unless otherwise r-quest:d by the engineer.
COSA Fee $ 5// Waiver Fee $
Date of Payment 91 iI i t Date of Payment
Receipt Number 061-16-6/6 Receipt Number
COSA# 0 JC.R'/c/ a Waiver#
5. 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 for this application, shows that the on-site water supply and/or wastewater
disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that
based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply
and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances,and regulations in effect at
the time of installation.
In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA COSA
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 Pannone Engineering Services LLC Phone (907) 272-8218
Address P.O. Box 100217, Anchorage Ak. 99510
Engineer's Printed Name Steven R Pannone Date 9/20/2017
OF a�Q9'li�
6. DSD SIGNATURE + l • •• •
System #1 Approved for 11 bedrooms •Sieven R. `.nnone •
it CE-8149
System #2 Approved for bedrooms �S4s�,• ��
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Disapproved ,k`�\OF SS1
Conditional approval for bedrooms, with the following stipulations:
\sTY OF rrr,„• rrr
Q r,
J� ON-SITED,
WATER AND n'
WASTEWATER z
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PROGRAM co
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SERV\
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By: Ln..._ Original Certificate Date: -1 " 2-Z^( 7
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheet2: • ,.
If more than 1 septic system is on the lot:
COSA Checklist # 1 of
Structure served by this system 1
Certificate of On -Site Systems Approval Checklist
Legal Description: Calais Block 2 Lot 8
A. WELL DATA
Well type Private If A, B, or C provide PWS ID #
Date completed U N K Sanitary seal (Y/N) Y
Total depth U N K ft. Cased to U N K ft
FROM WELL LOG
Date of test U N K
Static water level LINK ft
Well production UNK g p m
WATER SAMPLE RESULTS:
Coliform colonies/100 mL Nitrate t4D mg/L
Arsenic ug/L Date of sample: 9/6/2017
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material
Tank size gal. Number of Compartments _
Foundation cleanout (Y/N) Depression over tank (Y/N)
Date of pumping Pumper
C. ABSORPTION FIELD DATA
Parcel ID: 009-035-05
Well Log (Y/N) N
Wires properly protected (Y/N) Y
Casing height (above ground) 12+ in.
AT INSPECTION
9/6/2017
30 ft
4.5
g.p.m.
Collected by: PES
Date installed
Cleanouts (Y/N)
High water alarm (Y/N)
Date installed Soil rating (g.p.d./ft2 or ft2/bdrm) System type
Length ft. Width ft. Gravel below pipe ft.
Total depth ft. Eff. absorption area ft2 Monitoring tube Depression over field
Date of adequacy test Results (Pass/Fail) For bedrooms
Fluid depth in absorption field before test in. Water added gal. New depth in.
Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date
D. LIFT STATION
Date installed
"Pump on" level at
Datum
Size in gallons _
in. "Pump off" level at
Cycles tested
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot 100+
Absorption field on lot 100+
Public sewer main 24*
Sewer /septic service line 25+
Animal containment areas 50+
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation Property line
Water main Water service line
Wells on adjacent lots
ABSORPTION FIELD ON LOT TO:
Property line Building foundation
Water Service line Surface water
Curtain drain Wells on adjacent lots
F. COMMENTS
*See waiver on file from DEC.
in
Manhole/Access (Y/N) _
High water alarm level at
Meets alarm & circuit requirements?
On adjacent lots 100+
On adjacent lots 100+
Public sewer manhole/cleanout 95*
Holding tank 100+
Manure/animal excrete storage areas 100+
G. ENGINEER'S CERTIFICATION
l certify that 1 have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this date.
Engineer's Printed Name Steven Pannone
Date 9/20/2017
COSA canary sheet_2-6-15.doc
Absorption field
Surface water
Water main
Driveway, parking/vehicle storage
. '.C':� - a./.I....
Steven �.��annorie
CE -8149
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Frontier Surveys, LLC Project No: 17-239 Date: September 7th, 2017
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General Notes:
1.This document is created for the purpose of a single property transaction and is subject to Federal Copyright Law.
2.Excepting for gross negligence,the liability for this survey shall not exceed the cost of preparing this survey.
3.All measurements/setbacks are to the visual/apparent building footprint.
4.Dimensions to property lines are plus/minus 0.lft.
411 t' This survey complies with ASPLS Mortgage Location Standards.The survey represents visible improvements and
�� O F f! conditions at the time of the survey.This document does not constitute a boundary survey and is subject to any
It VVV •+•.• inaccuracies that a subsequent boundary survey may reveal.It is the responsibility of the Owner to determine
�, ••'' '•• the existence of any easements,covenants,or restrictions which do not appear on the record plat.Under no
'. .`i•' _, '• + circumstances should this document be used for construction or for establishing a boundary or fence line.
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0 * • --- * As-Buil[Survey of:
' Lot 8 Block 2, Calais Subdivision
��.FREDERIC W. WAGNER.` r I, Frederic Wagner,hereby certify that this Mortgage Inspection Survey was performed by me,or
". LS-9,946 •. A under my direct supervision on September 7th,2017.
44 l�*4%6100 6.igiVt - 650 W.58th Ave.Suite E Anchorage,Alaska 99518 v •:o. Frontier Surveys, LLC %
907.460.1686-info@frontiersurveys.com .•
PROFESSIONAL SEAL www.frontiersurveys.com
Frontier Surveys, LLC Project No: 17-239 Date:September 7th, 2017
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General Notes:
1.This document is created for the purpose of a single property transaction and is subject to Federal Copyright Law.
2.Excepting for gross negligence,the liability for this survey shall not exceed the cost of preparing this survey.
3.All measurements/setbacks are to the visual/apparent building footprint.
4.Dimensions to property lines are plus/minus O.1ft.
• Municipality of Anchorage `.
Development Services Department
Building Safety Division SA F T Y
On-Site Water and Wastewater Program
4700 Elmore Street
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
Arsenic Advisory
Certificate of On-Site Systems Approval # OSC 171442
A Certificate of On-Site Systems Approval inspection and test of potable
water was recently conducted on the well water supply on Block 2, Lot 8 of
Calais Subdivision. This inspection revealed an arsenic concentration of 14.1
micrograms per liter (ug/L) for the property's well water sample. The
Environmental Protection Agency (EPA) has established a maximum
contaminant level (MCL) of 10.0 ug/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. Information on arsenic is
available from the On-Site Water and Wastewater Program website
(www.muni.org/onsite) or at 343-7904.
This advisory must be attached to all copies of the subject Certificate of On-
Site Systems Approval.