HomeMy WebLinkAboutBENITO BLK 3 LT 3
Certificate of On -Site Systems Approval
Parcel I.D. 050-272-21
Legal description BENITO BLK 3 LT 3
Site address 10008 GENORA ST
Current property owner(s) SMITH CRAIG STEVEN
Expiration Date:
5/31/2025
X The On-site system(s) is/are approved for 3 bedrooms
Conditional approval for bedrooms, with the following stipulations:
Comments or advisories:
By: 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
Tank Age Advisory Arsenic Advisory
Other
COSA Approval June 2022
A
111iffil':1 I I I I Te -73,
NO
Development Services Department 1. f Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval Application
1. GENERAL INFORMATION
Parcel I.D. 050-272-21
Complete legal description BENITO BLOCK 3, LOT 3
Location (site address) 10008 GENORA STREET, EAGLE RIVER, AK 99577
Current property owner(s) CRAIG STEVEN SMITH Day phone
2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS
3. TYPE OF WATER SUPPLY: Z Private Well [_J Private Well serving 2 dwelling units
❑ Private Well serving 3+ dwelling units ❑ Community Well or Public
❑ Water Storage
4. TYPE OF WASTEWATER DISPOSAL: 0 Private Septic r-1 Private Septic serving 2 dwelling units
F-1 Holding Tank Z Community Septic or Public Sewer
5. SEPTIC TANK: n Steel 0 Plastic n Concrete n Fiberglass
Age - See advisory if steel older than 20 years
6. ABSORPTION FIELD: R AWWTS El Bed F Deep Trench F-1 Wide Trench 0 Seepage Pit
Waiver request for: Distance:
Expedited review requested: R
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 $ Z
Date of Payment CP
I � �-/ 2-o
COSA # os
Waiver Fee $
Date of Payment
Waiver #
COSA Application.doc
COSA Checklist WELL ONLY.docx
COSA Checklist
Legal Description: BENITO BLOCK 3, LOT 3 Parcel ID: 050-272-21
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 CIRCA 1976 Total depth *97+ ft
Cased to UNKNOWN ft
Sanitary seal is functioning correctly
Wires are properly protected
Casing height (above ground) 18 in.
Date of flow test for COSA 5/31/24
Static water level at beginning of test 97 ft.
Well production at time of test 3.3+ gpm
Water storage tank volume NONE gallons
Well disinfected for coliform test? Yes No
Coliform bacteria is Negative
Nitrate 2.29 mg/L Nitrate less than MRL (ND)
Arsenic ug/L Arsenic less than MRL (ND)
Collected by Date 5/31/24
Comments *97’ was total measured water level depth with acoustic sounder.
B. TANK DATA – PUBLIC SEWER
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 - PUBLIC SEWER
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 WELL ONLY.docx
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 NA ft
Neighboring Tank > 100’ Yes if No ft
Absorption Field on Lot > 100’ Yes if No NA 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
FYI - per AWWU data, survey and measurements – the well appears to be 120’+ to sewer main in Genora Street & 140’+ to closest sewer
manhole at the intersection of Genora Street & Eagle River Road.
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.
Name of Firm FIRST WATER CONSULTING Phone 907-350-9566
Engineer’s Printed Name CURTIS HUFFMAN, PE Date 6/10/24
Comments: This investigation was completed in compliance with MOA guidelines, regulations,
and best industry practices / methods. The assessment of the condition of the well and septic
applies only to the conditions as of the day tested. The flow and absorption rates may change
due to subsurface conditions that may not be observed from the surface, changes in land use,
local soil characteristics, groundwater levels that may fluctuate during the year, quality of
construction (workmanship & materials), the water usage of the family being served by the
system and maintenance. The operational life of all well and septic systems are subject to
these various and dynamic characteristics and are outside the control of the evaluator of the
well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory
for current or future occupants or guarantee that no unseen encroachments, deficiencies or
discrepancies exist can be given by First Water Consulting &
6/10/24
SURVEY CERTIFICATE: 1, John L. Schuller, Have conducted a
physical survey of this property as shown on this drawing and that the
improvements situated hereon are within the property lines and no
enchroachments exist other than noted. Under no circumstance shoul4
any information on this drawing be used for construction of fences,
structures, improvements, or for establishing boundary lines.
EXCLUSION NOTES: It is the owners responsibility to determine
the existence of any easements, covenants, or restrictions which
do not appear on the recorded subdivision plat.
WORK ORDER NUMBER: DATE: SCALE. E-MAIL.
JUNE 1, 2024 1 "= 30' schullerakOgmcil
24-049 DRAW BY. CHECKED BY GRD NUMBER: 000K/PWAGE
I JLS NW0052 240172
!NNNIL su)?v
AAW
O.F L A N'o 4
-aw
AW <1� A07
Af �- • 49TH '•
Cdr �!r , "�' o
.......... ......... . .......
fi x 2r0
JOJRN L. SCHULLER.
LS --10408 S
831 Talkeetna Street
l dA . , f , .z4 0<'11 6c�� V Anchorage, Alaska 99508
OfessionoN (907) 227-1455 office
(907) 274-4992 fax
Ye V—Y—Y N89*58 25 W 150.00'
1"=30'
LOT 3
SHED 0 BLK 3
0
0,
0
0
50.5'
0
F—
LLJ
LLJ
w PAVED
F
3:
>_
C)o D/W
0
:j-�J
20
<
ry
0,
0
0
0
z
P
_CD
0'
0
Lij
O
WELL
0
0
( D
C41v"
z
co
10' UTILITY E S M T
25'
25
N89*58'25"W 150.00
—SECTION LINE
U")
EAGLE RIVER ROAD
ANCHORAGE RECORDING DISTRICT, ALASKA
AS -BUILT OF:
BENITO SUBDIVISION
FND 5/8"
REBAR
LOT I R1,0CK I P1, AT 67 -AA I
SURVEY CERTIFICATE: 1, John L. Schuller, Have conducted a
physical survey of this property as shown on this drawing and that the
improvements situated hereon are within the property lines and no
enchroachments exist other than noted. Under no circumstance shoul4
any information on this drawing be used for construction of fences,
structures, improvements, or for establishing boundary lines.
EXCLUSION NOTES: It is the owners responsibility to determine
the existence of any easements, covenants, or restrictions which
do not appear on the recorded subdivision plat.
WORK ORDER NUMBER: DATE: SCALE. E-MAIL.
JUNE 1, 2024 1 "= 30' schullerakOgmcil
24-049 DRAW BY. CHECKED BY GRD NUMBER: 000K/PWAGE
I JLS NW0052 240172
!NNNIL su)?v
AAW
O.F L A N'o 4
-aw
AW <1� A07
Af �- • 49TH '•
Cdr �!r , "�' o
.......... ......... . .......
fi x 2r0
JOJRN L. SCHULLER.
LS --10408 S
831 Talkeetna Street
l dA . , f , .z4 0<'11 6c�� V Anchorage, Alaska 99508
OfessionoN (907) 227-1455 office
(907) 274-4992 fax
�gg
3i��tS :fir ���'ti'.i
1
DO
aQ
�gg
3i��tS :fir ���'ti'.i
1
MUJqlCIPALI1Y OF ANCI-!ORAGE
}~NVI
'GREATER ANCHORAGE ARt:i, BOROUGH
Department of Environmantal Quality ~ji.~
~_z,~_,~_~<., Anchorage, Alaska 9~2 .... 2~ZC~5~ ~ ~';~''~
~ ~ Lora)
REQUESi ~0R APPROVAL
INDIVIDUAL SEWER & ~,,~ATER FAC~LITIES
1. Type of Inspection'
2. Prope'rty Owner:
Mailing Address:
CMRO VA FHA CONV xxx .
Lawrence O. and Cindiane Kelley
Rt. 5, Pickens, South Carolina Day Phone
3. Name of Buyer: Delbert E. and Rosella L. Smith
Mai 1 i ng Address: 5901 E. 6th, So. 276, AnCh. Day Phone
Name of Lending Institution: Spokane Mortgage Co.
333-1245
Mailing Address: 3201 "C" Street, Suite 250 Phone 277-0543
Anchorage, Ak. 99503
Name of Realtor or Agent: .,M.ar~ston Re_a__l ~Estat~e (Mar_~¥_Lou~Casey)
Mai 1 in§ Address - 2804 w. Northerr~ Lights
Phone 277-3511
Legal Description :' Lot 3, Block 3, Benito Subdivision
Location: 115 Genora Street
Eagle River, Alaska 99577
7. Type of Facility to be inspected:
8. Water Supply
Type of Supply: Public Utility Individual
If Individual, number of dwellings presently' served
if individual, depth of well unknown
9. Sewage Disposal' System
Type .of S~stem: Public Utility Individual
If Individual, date of installation unknown
single family NO. Bdrms.
X×X
unknown
(on-site) xxx
GREATER ANCHORAGE AREA BOROUGH
Bepartment of Environmental Quality
3330 "¢" Street, Anchorage, Alaska 99503 274-4561
~1/OREQUEST FOR APPROVAL OF
INDIVIDUAL SEWER & WATER FACILITIES
FOR
Conv.
Date Received June 16, 1976
Time of Inspection
Date of Inspection
1. Approval requested by: Spokane Mortgage Company
Mailing Address: 3201 C Street, Suite 250
2. Property Owner: T.awrence O. & Cindiane Kelley
Mailing Address: Route 5 Pickens, South Carolina
4.
5.
6.
Phone:
Phone:
Legal Description: Lot 3 Block 3 Benito Subdivision
Location: 115 Genora Street, Eagle River
Type of faci,lity to be inspected Single Family No. o.f
Well Da~: j,T~ ~'~ /
C. Construction
bedrooms
D. Bacterial Analysis
277-0543
7. Sewage Disposal System: On-site system
A. Installed
B. Installer
C. Septic Tank: 1. Size
2. Manufacturer
D. Seepage Pit: 1. Absorption Area
2. Material
E. Disposal Field: Total length of lines
8. Distances:
A. Well to: Septic tank
, Absorption area
, Sewer Lines
Nearest lot line
, Other contamination
B. Foundation to septic tank
, Absorption area
C. Absorption area to nearest lot line
EQ-034 (1/7~) ~ Page 1 of two pages
Page 2 of two pages - Re( it for Approval of Individual ~ ir & Water Facilities
Legal Description Lot 3 Block 3 Benito Subdivision
Comments
Approved ~~~, ~Z,~~ ':o_~i)~'Sapproved DateC~/~/~
Greater Anchorage Area Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
certify that the information contained in this request for approval to be a true and
accurate representation of the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED
Date
EQ-034 (1/74)