HomeMy WebLinkAboutSKYWAY PARK ESTATES BLK 8 LT 11'-� Municipality of Anchorage °
On -Site Water and Wastewater Program
(907) 343-7904 5`A F C t Y.
Certificate of On -Site Systems Approval
Parcel I. D.019-102-14
1. GENERAL INFORMATION:
Expiration Date: g12-1 /Z (
Complete legal description SKYWAY PARK ESTATES; BLOCK 8, LOT 11
Location (site address) 1520 SHORE DRIVE *ANCHORAGE, AK
Current Property owner(s)
Mailing address
Real Estate Agent
Day phone
GORDON SLOAN Day phone 907-313-7966
2. TYPE OF DWELLING:
® 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
®
Individual
❑
Individual Water Storage
❑
Holding Tank
❑
Community Class Well
❑
Community
❑
Public Water System
❑
Public Sewer
WaiverNariance request for: Distance:
Received by: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ ZW
Date of Payment 9 —�
Receipt Number
COSA # SGZ I ) 2 I
Waiver Fee $
Date of Payment
Receipt Number
Waiver #
(A
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.
Name of Firm: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179
Address: 3701 East Tudor Road, Suite 101- Anchorage, Alaska 99507
Engineer's Printed Name: Jeffrey A. Garness Date:
In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system
in accordance with the guidelines and regulations established by .the Municipality of Anchorage and
industry practices. The reported results describe the condition of the system/s on the date/s of the
evaluation. Separation distances were measured to readily identifiable features. Hidden defects or
encroachments may exist that were not identified during the evaluation. The operational life of all wells
and septic systems depend upon a variety of variables, including but not limited to, soil conditions,
groundwater levels (that may fluctuate during the year), quality of construction (materials and
workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and
are outside the control of GEG. Satisfactory test results do not guarantee future performance of the
system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of
the well or septic system. GEG makes no representation whether an alternative well or septic system
can be installed on the property in the event either of the current systems fail to perform adequately in
the future. The content of this report is for the sole benefit of the person/party that retained GEG to
perform the evaluation. Reliance upon the information provided in this report by any other person or
party (including subsequent property purchasers) is not authorized, nor will it confer any legal right
whatsoever.
6. DSD SIGNATURE
System #1 Approved for _� bedrooms
System #2 Approved for bedrooms
Disapproved
Conditional approval for bedrooms,
#AECC884
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ON-SITE
with the followeg stipt i�i� AND
a
WAST WA oz
m
By: Original Certificate Date: Z 1 2
The Municipality of Anch ge 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 Checklist
Legal Description: SKYWAY PARK ESTATES; BLOCK 8, LOT 11
If more than 1 septic system on lot: COSA Checklist # of
A. WELL DATA
X Well log is filed with Onsite (or attached)
Date drilled 71311987
Total depth 62 ft
Cased to 56 ft
Q Sanitary seal is functioning correctly
❑■ Wires are properly protected
Casing height (above ground) 18+ in.
Date of flow test for COSA 5/7/21
Static water level at beginning of test 43.1 ft
Comments
AWWU SE
WER
B. TANK DATA
Age of tank(s) years
Tank type/material
Measured operating fluid level in septic tank
❑ Standpipes/foundation cleanout per record drawing
Date of pumping
D. ABSORPTION FIELD DATA
Which system tested (date installed)
❑ ALL standpipes present per record drawing
Total measured depth from grade ft (rr
Measured depth to pipe invert from grade
❑ N/A — pressurized field
Parcel ID: 019-102-14
Structure served by this system
Well production at time of test 6.4+ gpm
Water storage tank volume N/A gallons
Well disinfected for coliform test? ❑ Yes Q Nc
01 Coliform bacteria is Negative
Nitrate `l mg/L ❑ Nitrate less than MRL (ND)
Arsenic ug/L 'Arsenic less than MRL (ND)
Collected by
Date of Sample 5/6/21
C. LIFT STATION
❑ Required maintenance
Age of lift station
Lift station material
Comments:
Adequacy test date
Results ❑ Pass For bedrooms
Fluid depth prior to test in
(min) Water added gal
❑ Monitor tubes go to bottom of ective. If not, state
depth into effective
New depth in
Elapsed time min
❑ CZ
d soil co over field Final fluid depth in
❑ Soa Absorption rate gpd
(Reqfor greater than 30 days prior to Any rejuvenation treatment (past 12 months)
date If yes, enter date
Guced gallons
Comiencies:
COSA Checklist yellow sheet
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
Septic Tank/Lift Station on Lot > 100'
NSA
Community Sewer Manhole/Cleanout > 100'
ft
❑ Yes
if No ft
0 Yes
if No
ft
Neighboring Tank > 100' M Yes
if No ft
Private Sewer/Septic Line > 25' ❑ Yes
if No
*34' ft
Absorption Field on Lot > 100' ❑ Yes
if No NSA ft
Holding Tank > 100' Q Yes
if No
ft
Neighboring Absorption Fields > 100'
if No
Animal Containment > 50' Yes
if No
ft
Q Yes
if No ft
if No
ft
If se ' ank is under driveway comment below
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' [ZI Yes
if No ft
M Yes
if No
ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10'
❑ Yes
if No
ft
Surface Water > 100'
❑ Yes if No ft
Property Line > 5'
❑ Yes
if No
ft
Wells on Adjacent Lots:
❑ Yes
Absorption Field > 5'
F-1 Yes
if No
ft
Private Wells > 100'
Yes if No ft
Water Main > 10'
❑ Yes
if No
ft
Community s > 200'
❑ Yes if No ft
Water Service Line > 10'
❑ Yes
if No
ft
If se ' ank is under driveway comment below
From Absorption Field on Lot to: (Please enter distant less than required)
Building Foundation > 10'
❑ Yes
if
ft
If absorption field is under driveway comment below
Property Line > 10'
es
if No
ft
Wells on Adjacent Lots:
Water Main > 10'
❑ Yes
if No
ft
Private Wells > 100' ❑ Yes if No ft
Water Se ine > 10'
❑Yes
if No
ft
Community Wells > 200' ❑Yes if No ft
ace Water > 100'
❑ Yes
if No
ft
F. ENGINEER'S COMMENTS
*PER 2006 COSA BY CINDY W. ELLIS, PE
G. ENGINEER'S CERTIFICATION OF
I certify that I have determined through field inspections and review
of Municipal records that the above systems are in conformance with O q TI yam'
MOA COSA guidelines in effect on this date. �....:'. , .. - .. i .. , , ,. , , - , , ; - - -
COSA Checklist yellow sheet
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STATE OF' ALASKA
DEPARTMENT OF NATURAL RESOURES
Oivlsion of Geological ~ Geophysical Surveys
~uNiCiPAU~ nF ANCHOIAGB -- .~0 ft. ~lter~. hr,. pumpl.~ ~.p.m.
DEPT. C ~EAL~H & ~f ofler ~.hrs. pumpln~
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
DIVISION OF ENVIRONMENTAL SERVICES
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL
OF ON-SITE SEWER AND WATER FACILITY
264-4744
Application Date
GENERAL INFORMA'rlON (MUST BE COMPLETED PRIOR TO SUBMITTAL)
{a) Legal Description (include lot, block, subdivision, section, township, range)
Location (address or directions)
(b) Property Owner '~.~'e ~d~ev~,.5
Mailing Address. ~ ~ ~'~ '"'~¢
(c) Lending Institution
Mailing Address
(d) Real Estate Company and Agent
Address
Telephone: Home
_Telephone
Business 3/
Telephone
(e)
Mail the HAA to the followina address: or: Check here~ if hold for pick up.
List contact person and day phone number below.
TYPE OF RESIDENCE
Single-Family~
Number of Bedrooms
WATER SUPPLY
Individual Well~ Community [] Public []
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
SEWAGE DISPOSAL
Onsite [] Public/~ Community [] Holding Tank []
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status,
Page 1 of 2 72-025 fRev 8/861 Front
5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION
As certified by my seal affixed hereto and as of the validation date shown below1 I verify that my investigation of this Health
Authority Approval shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on
the date of this inspection.
NameofFirm ~O~.S..~, --t~.4~'f'~;, ,.-~c..- Telephone _
Date ~-~ O- ~?
¢ ,-.. :.' Engin,eer'e -Seat
· ; .,;:;,, -.., :.'* , ·
DHHS APPROVAL
Approved for m/~c'"'~ 6'"~_ bedrooms by
Approved u'~' Disapproved Conditional
Terms of Conditional Approval
Date /~-/- :~ '7-
CAUTION
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval
certificates based only upon the representations given in paregraph 5 above by an independent professional engineer
registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in
order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data
before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional
engineer's work.
Page 2 of 2 72-o25 fRev 8,861 Back
MUNICIPALITY OF ANCHORAGE (MOA)
MUNICIPALI1;' OF/~NCHo2H~ALTH AUTHORITY APPROVAL (HAA)
I~NVI?,ONMI N1AL SLk'¢I!~:S D .....
I/I-,k)~¢HE(,,KLIST - FEBRUARY 1984
264-4720
r';! ,, .: o ]987 L II
WELL DATA
L ~e~g al Description:
Well Classification "~
Well Log Present (Y/N)
Total Depth ~
Static Water Level _
Casing Height Above Ground
Electrical Wiring in Conduit (Y/N) /
Separation Distances from Well:
To Septic/Holding Tank on Lot
If A, B, C, D.E.C. Approved (Y/N)
Date Completed 7~ '~'--~7 Yield
Depth of Grouting
Purr p Set At ~O '
Sanitary Seal on Casing (Y/N)
Depression Around Wellhead (Y/N)
~u~,fzc 5.~.~e ~-'; On Aaioining LOtS
/
To Nearest Edge of Absorption Field on Lot ,4.///,,~ , On Adjoimng Lots '¢' /~¢ ·
To Nearest Public Sewer Line ¢'/¢ ~" To Nearest Public Sewer
Cleanout/M~mhole ¢'/¢~ ' To Nearest Sewer Service Line on Lot ¥.
Water Sample Collected by ~¢. ~
Water Sample 'rest Results ~.,~..-.-.~¢~.,~ ¢-o.,~ --
Comments
B. SEPTIC/HOLDING TANK DATA
Date Installed
Standpipes (Y/N)
Depression over Tank (Y/N)
Pumping/Maintenance Contract on File (Y/N)
Holding Tank High-Water Alarm (Y/N) _
Separation Distances from Septic/Holding TanK:
To Water-Supply Well
To Property Line
To Water Main/Service Line
Course
Size No. of Comoartmen£s
Air-t ght Caps (Y/N) Foundation Cleanout [Y/Nj
Date Last Pumeed
; for
_ Temporary Holding Tank Permil (Y/N)
To Building Foundation
To Disposal Field
To Stream Pond, Lake. or Major Drainage
Page 1 of 2
72-026(11/84}
C. ABSORPTION FIELD DATA - /,/'07 ~"'5~'.~
Soils Rating in Absorption Strata
Date Installed
Width of Field
Square Feet of Absorption Area
Depression over Field (Y/N)
Results of Last Adequacy Test
Separation Distance lrom Absorption Field:
To Water-Supply Well
To Building Foundation
Lot
To Water Main/Service Line
To Stream/Pond/Lake/or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area
Comments ~/~ O/~/~ ~/ /,5'
Type of System Design
Length of Field
Depth of Field
Gravel Bed Thickness
Standpipes Present (Y/N)
Date of Last Adequacy Test
To Property Line
To Existing or Abandoned System on
; On Adjoining Lots
To Cutbank (if present)
D. LIFT STATION -- ,4/07"
Date installed
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Electrical Codes (Y/N)
Comments
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles during Adequacy Test. Meets MOA
** Check Permitted Bedroom Rating Against HAA Request **
I certify t .~ ,~ e,,~,~,,~_, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection.
Receipt No. ~--~ O/ ~ O O ~ ~
Date of Payment ~- 3 O-- ~ 7 ':':
Amount: $ ~ ¢ O
Page 2 of 2 ': :'
NE)R'EHEHN TESTING LAB0 :U-tTOR ES, INC.
600 LINIVEI~SlTY I~I_AZA WEST, SUITE A FAIRBANKS, ALASKA 99709 907-479-3115
2505 I:AIRSANI(S STFIEEiT ANCHORAGE, ALASKA 99503 90L277-O378
Quality Control Report
Client: Constructing Engineers
ID~: A092487-8
Listed below are quality control assurance reference samples with a known
concentration prlor to analysis. The acceptable limits represent
a 96% confidence interval established by the Environmental Protection
Agency or by our laboratory through repetitive analyses of the
reference sample. The reference samples indicated below were analyzed
at ];he same time as your sample, ensuring the accuracy of your results.
Sample# Parameter Unit Result Acceptable Limit
EPA WS378-6 Nitrate-N mg/L 0.93 0.84 1.02
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